Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP6199075B2 - Support structure - Google Patents
[go: Go Back, main page]

JP6199075B2 - Support structure - Google Patents

Support structure Download PDF

Info

Publication number
JP6199075B2
JP6199075B2 JP2013103038A JP2013103038A JP6199075B2 JP 6199075 B2 JP6199075 B2 JP 6199075B2 JP 2013103038 A JP2013103038 A JP 2013103038A JP 2013103038 A JP2013103038 A JP 2013103038A JP 6199075 B2 JP6199075 B2 JP 6199075B2
Authority
JP
Japan
Prior art keywords
fastening
girder
pier
fastening member
long
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2013103038A
Other languages
Japanese (ja)
Other versions
JP2014224353A (en
Inventor
敏秋 永田
敏秋 永田
寛伸 幸野
寛伸 幸野
正嗣 山本
正嗣 山本
聖司 谷口
聖司 谷口
肇 泉
肇 泉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kajima Corp
Original Assignee
Kajima Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kajima Corp filed Critical Kajima Corp
Priority to JP2013103038A priority Critical patent/JP6199075B2/en
Publication of JP2014224353A publication Critical patent/JP2014224353A/en
Application granted granted Critical
Publication of JP6199075B2 publication Critical patent/JP6199075B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Description

本発明は、長さ調整機能付き連結部材、連結方法、及び支持構造に関する。   The present invention relates to a connecting member with a length adjusting function, a connecting method, and a support structure.

従来より、互いに相対移動可能な一の構造物と他の構造物とを一時的に連結する必要があるものとして、例えば、特許文献1に示すものが知られている。特許文献1には、橋脚に対して桁材を架設する桁架設装置が記載されている。この桁架設装置は、門型の前部タワーと、門型の後部タワーと、前部タワーと後部タワーとの間に架け渡される吊ガーダーと、手延機と、走行ガーダーと、を備えている。この桁架設装置では、桁材を架設する各橋脚に前部タワーと後部タワーを設置すると共に当該橋脚同士の間に走行ガーダーを設置する。既設の桁材を用いて新設の桁材を移送し、後部タワーの内側領域を通過させながら当該新設の桁材を前部タワーと後部タワーとの間の領域に運ぶと共に走行ガーダー上に仮置きする。その後、新設の桁材を吊ガーダーで吊り上げると共に走行ガーダーを引き抜き、吊ガーダーを降ろして橋脚間に新設の桁材を架設する。当該架設が完了したら、走行ガーダーに沿って前部タワー、後部タワー、吊ガーダー及び手延機を次の桁架設のための設置場所へ移動させる。このような桁架設装置では、前部タワー、後部タワー、吊ガーダー及び手延機が走行ガーダーに沿って移動するとき、手延機に設けられた推進ジャッキが走行ガーダーを把持し、当該走行ガーダーから反力をとって移動する。   Conventionally, for example, one disclosed in Patent Document 1 is known as one that needs to temporarily connect one structure that can move relative to each other and another structure. Patent Document 1 describes a girder erection device that erects a girder material on a pier. This girder installation device includes a portal-type front tower, a portal-type rear tower, a suspended girder spanned between the front tower and the rear tower, a handrail, and a traveling girder. Yes. In this girder installation device, a front tower and a rear tower are installed on each pier on which a girder is installed, and a traveling girder is installed between the piers. The newly installed girders are transported using the existing girders, and the new girders are transported to the area between the front and rear towers while passing through the inner area of the rear tower, and temporarily placed on the traveling girder. To do. After that, the new girder is lifted with the hanging girder, the traveling girder is pulled out, the hanging girder is lowered, and the new girder is installed between the piers. When the erection is completed, the front tower, the rear tower, the suspension girder, and the handbill are moved along the traveling girder to the installation place for the next girder erection. In such a girder installation device, when the front tower, the rear tower, the suspension girder, and the spreader move along the traveling girder, the propulsion jack provided in the spreader grips the traveling girder, and the traveling girder It takes a reaction force from and moves.

特開2008−303657号公報JP 2008-303657 A

上述のような桁架設装置において、連結構造を設けることなく、走行ガーダーが橋脚との間の摩擦力のみで支持されている場合、手延機等と走行ガーダーとの間の重さに相対的に大きな差がない場合や、支点状況によって(支点の鉛直反力が小さく)十分な摩擦が取れない場合には、十分な水平反力(この水平反力は移動方向とは逆向きであり、勾配区間では縦断方向の傾きを有する)をとることができず、走行ガーダーが橋脚に対してずれる場合がある。従って、このような走行ガーダーを橋脚に一時的に固定しておくための支持構造が求められていた。このような固定は確実になされることが求められるが、連結部材の長さを調整する際に大掛かりな装置や構造を用いることなく、容易に行うことができることも求められる。   In the girder installation device as described above, when the traveling girder is supported only by the frictional force between the bridge piers without providing a connecting structure, it is relative to the weight between the handrail and the traveling girder. If there is no significant difference between the two, or if there is not enough friction depending on the fulcrum situation (the vertical reaction force of the fulcrum is small), the horizontal reaction force (the horizontal reaction force is opposite to the moving direction, In the gradient section, the traveling girder may be displaced with respect to the bridge pier. Therefore, a support structure for temporarily fixing such a traveling girder to the pier has been demanded. Such fixing is required to be performed securely, but it is also required that it can be easily performed without using a large-scale device or structure when adjusting the length of the connecting member.

そこで、本発明は、構造物同士を一時的に固定する際に、容易に、且つ確実に固定を行うことができる長さ調整機能付き連結部材、連結方法及び支持構造を提供することを目的とする。   Accordingly, an object of the present invention is to provide a connecting member with a length adjusting function, a connecting method, and a support structure that can be easily and reliably fixed when temporarily fixing structures together. To do.

本発明に係る長さ調整機能付き連結部材は、第1の構造物と第2の構造物とを連結する、長さ調整機能付き連結部材であって、一端側が第1の構造物に連結されると共に連結方向に延びる第1の長尺部材と、一端側が第2の構造物に連結されると共に連結方向に延びる第2の長尺部材と、第1の長尺部材の他端側に配置される第1の締付部材と、第2の長尺部材の他端側に配置される第2の締付部材と、連結方向において、第1の締付部材と第2の締付部材との間に配置される第3の締付部材と、少なくとも第1の締付部材と第2の締付部材との間において連結方向に延びると共に、第1の締付部材及び第2の締付部材に連結される少なくとも一対の中間長尺部材と、を備え、第1の長尺部材は他端側で第3の締付部材に連結されると共に、第2の長尺部材は他端側で第2の締付部材に連結され、あるいは、第1の長尺部材は他端側で第1の締付部材に連結されると共に、第2の長尺部材は他端側で第3の締付部材に連結され、第3の締付部材は中間長尺部材に対して相対的に移動可能であり、中間長尺部材に対する第3の締付部材の位置を変化させることよって、長さ調整可能である。   The connecting member with a length adjusting function according to the present invention is a connecting member with a length adjusting function that connects the first structure and the second structure, and one end side is connected to the first structure. And a first long member extending in the connecting direction, a second long member having one end connected to the second structure and extending in the connecting direction, and the other end of the first long member. A first tightening member, a second tightening member disposed on the other end of the second elongate member, and a first tightening member and a second tightening member in the connecting direction; A third fastening member disposed between the first fastening member and the second fastening member, the first fastening member and the second fastening member extending in the connecting direction between at least the first fastening member and the second fastening member. At least a pair of intermediate long members connected to the member, and the first long member is connected to the third fastening member on the other end side, The second long member is connected to the second tightening member on the other end side, or the first long member is connected to the first tightening member on the other end side and the second long member The member is connected to the third fastening member on the other end side, the third fastening member is movable relative to the intermediate long member, and the third fastening member is connected to the intermediate long member. The length can be adjusted by changing the position.

本発明に係る長さ調整機能付き連結部材によれば、中間長尺部材は、少なくとも第1の締付部材と第2の締付部材との間において連結方向に延びると共に、第1の締付部材及び第2の締付部材に連結されている。また、第1の締付部材と第2の締付部材との間に配置される第3の締付部材は、中間長尺部材に対して相対的に移動可能である。従って、第1の長尺部材が他端側で第3の締付部材に連結されると共に、第2の長尺部材が他端側で第2の締付部材に連結されている場合は、第3の締付部材を第2の締付部材に近づけることによって第1の長尺部材と第2の長尺部材とを近づけることができる。あるいは、第1の長尺部材が他端側で第1の締付部材に連結されると共に、第2の長尺部材が他端側で第3の締付部材に連結されている場合は、第3の締付部材を第1の締付部材に近づけることによって第1の長尺部材と第2の長尺部材とを近づけることができる。これによって、連結部材全体としての長さを短くすることができ、第1の構造物と第2の構造物とを、十分に張力を発生させた状態で確実に固定することができる。また、このような確実な固定を、各締付部材及び中間長尺部材によるシンプルな構造であって、第3の締付部材を移動させるだけの簡単な動作によって、容易に行うことができる。以上によって、構造物同士を一時的に固定する際に、容易に、且つ確実に固定を行うことができる。   According to the connecting member with a length adjusting function according to the present invention, the intermediate long member extends in the connecting direction at least between the first fastening member and the second fastening member, and the first fastening member The member and the second fastening member are connected. Moreover, the 3rd clamping member arrange | positioned between a 1st clamping member and a 2nd clamping member is relatively movable with respect to an intermediate | middle elongate member. Therefore, when the first long member is connected to the third fastening member on the other end side and the second long member is connected to the second fastening member on the other end side, By bringing the third fastening member closer to the second fastening member, the first elongate member and the second elongate member can be brought closer to each other. Alternatively, when the first elongate member is connected to the first tightening member on the other end side and the second elongate member is connected to the third tightening member on the other end side, The first elongate member and the second elongate member can be brought closer by bringing the third fastening member closer to the first fastening member. As a result, the length of the entire connecting member can be shortened, and the first structure and the second structure can be reliably fixed in a state where sufficient tension is generated. Further, such a secure fixing can be easily performed by a simple structure including the fastening members and the intermediate long member, and by simply moving the third fastening member. As described above, when the structures are temporarily fixed to each other, the fixing can be easily and reliably performed.

また、本発明に係る長さ調整機能付き連結部材において、第1、第2及び第3の締付部材のうちの少なくとも何れかの締付部材と、中間長尺部材とは、中間長尺部材に形成されたボルト部及びナットによる締結構造によって連結可能であってよい。これによって、連結及び連結の解除を容易に行うことが出来る。また、中間長尺部材に沿って、各締付部材同士の間の位置調整を容易に行うことが可能となる。   Further, in the connecting member with a length adjusting function according to the present invention, at least one of the first, second and third tightening members and the intermediate long member are intermediate long members. It may be connectable by the fastening structure by the bolt part and nut which were formed in this. Thereby, the connection and the release of the connection can be easily performed. In addition, it is possible to easily adjust the position between the fastening members along the intermediate long member.

また、本発明に係る長さ調整機能付き連結部材において、締結構造は、何れかの締付部材に対して反力を付与する反力用ナットと、反力用ナットとの間で何れかの締付部材を挟むガタツキ防止用ナットと、を有してよい。これにより、中間長尺部材と締付部材とを確実に連結することが可能となる。   Further, in the connecting member with a length adjusting function according to the present invention, the fastening structure may be any of a reaction force nut that applies a reaction force to any of the tightening members and a reaction force nut. And a nut for preventing rattling that sandwiches the tightening member. This makes it possible to reliably connect the intermediate long member and the fastening member.

また、本発明に係る長さ調整機能付き連結部材において、第1の締付部材と第3の締付部材との間、あるいは第2の締付部材と第3の締付部材との間には、第3の締付部材の位置を変化させるジャッキを配置可能なジャッキ配置部が形成されていてよい。ジャッキ配置部にジャッキを配置することが可能となり、当該ジャッキを伸ばすことで、容易に第3の締付部材を中間長尺部材に対して相対的に移動させて長さ調整を行うことができる。   In the connecting member with a length adjusting function according to the present invention, between the first tightening member and the third tightening member, or between the second tightening member and the third tightening member. The jack arrangement | positioning part which can arrange | position the jack which changes the position of a 3rd clamping member may be formed. The jack can be arranged in the jack arrangement portion, and by extending the jack, the length can be adjusted by easily moving the third fastening member relative to the intermediate long member. .

また、本発明に係る長さ調整機能付き連結部材において、第1の長尺部材の一端側、及び第2の長尺部材の一端側の少なくとも一方には、互いに垂直をなす一対の軸周りに回転可能なジョイント部材が設けられていてよい。これによって、第1の構造物と第1の長尺部材との間、及び第2の構造物と第2の長尺部材との間の少なくとも一方の連結部分では、一の軸回りに係る回転のみならず、当該位置の軸と垂直な軸周りにも回転可能となる。従って、長さ調整機能付き連結部材の各構造物に対する連結位置を三次元的に調整することが可能となる。また、本機構により、連結部材の端部固定部材の向きが連結部材の軸方向に一致していなくても固定が可能となる。   In the connecting member with a length adjusting function according to the present invention, at least one of the one end side of the first elongate member and the one end side of the second elongate member is around a pair of axes perpendicular to each other. A rotatable joint member may be provided. Accordingly, at least one connection portion between the first structure and the first elongate member and between the second structure and the second elongate member is rotated around one axis. In addition, it can also be rotated around an axis perpendicular to the axis of the position. Accordingly, it is possible to three-dimensionally adjust the connecting position of each connecting member with a length adjusting function with respect to each structure. Further, according to this mechanism, the fixing can be performed even if the direction of the end fixing member of the connecting member does not coincide with the axial direction of the connecting member.

また、本発明に係る長さ調整機能付き連結方法は、前述の長さ調整機能付き連結部材によって、第1の構造物と第2の構造物とを連結する連結方法であって、中間長尺部材に対する第3の締付部材の位置を変化させることによって、長さ調整機能付き連結部材の長さを調整する。これによって、構造物同士を一時的に固定する際に、容易に、且つ確実に固定を行うことができる。   Moreover, the connection method with a length adjustment function which concerns on this invention is a connection method which connects a 1st structure and a 2nd structure with the above-mentioned connection member with a length adjustment function, Comprising: The length of the connecting member with the length adjusting function is adjusted by changing the position of the third fastening member with respect to the member. Thus, when the structures are temporarily fixed, the fixing can be easily and reliably performed.

また、本発明に係る支持構造は、上述の長さ調整機能付き連結部材を用いる支持構造であって、第1の構造物は橋脚であり、第2の構造物は橋脚に対して前後方向に移動可能な桁架設装置の走行ガーダーであり、走行ガーダーは、橋脚の前側に配置される前側連結部材、及び後側に配置される後側連結部材によって橋脚と連結されており、前側連結部材及び後側連結部材のうち、少なくとも一方に長さ調整機能付き連結部材が用いられている。これによって、手延機が推進ジャッキで走行ガーダーを把持して反力を取ることで前方へ移動する際、後側連結部材によって走行ガーダーを支持することができる。また、手延機が後方へ移動する場合も、前側連結部材によって走行ガーダーを支持することができる。また、走行ガーダーと橋脚間に前側連結部材と後側連結部材の両方を配置しておき、走行ガーダーを推進ジャッキで固定しておくことで、前後タワー脚部の固定だけでなく、走行ガーダーを橋脚に仮固定しているときの桁架設装置全体の橋軸方向の耐震性を向上することができる。   The support structure according to the present invention is a support structure using the above-described connecting member with a length adjusting function, wherein the first structure is a bridge pier, and the second structure is in the front-rear direction with respect to the pier. A traveling girder of a movable girder installation device, wherein the traveling girder is connected to the pier by a front connection member disposed on the front side of the pier and a rear connection member disposed on the rear side, and the front connection member and A connecting member with a length adjusting function is used for at least one of the rear connecting members. As a result, the traveling girder can be supported by the rear connection member when the handrailer moves forward by gripping the traveling girder with the propulsion jack and taking the reaction force. Moreover, also when a hand-roller moves back, a traveling girder can be supported by the front side connection member. Also, by placing both the front and rear connecting members between the traveling girder and the pier and fixing the traveling girder with a propulsion jack, not only the front and rear tower legs but also the traveling girder The seismic resistance in the direction of the bridge axis of the entire girder installation device when temporarily fixed to the pier can be improved.

本発明によれば、構造物同士を一時的に固定する際に、容易に、且つ確実に固定を行うことができる。   According to the present invention, when the structures are temporarily fixed, the fixing can be performed easily and reliably.

本発明の実施形態に係る支持構造を採用した桁架設装置を横方向から見た概略構成図である。It is the schematic block diagram which looked at the girder installation apparatus which employ | adopted the support structure which concerns on embodiment of this invention from the horizontal direction. 桁架設装置を用いて橋脚に桁材を架設するために、桁材を運搬しているときの様子を示す概略構成図(架設済みの桁上及び橋脚上を台車を用いて桁運搬、桁架設機の走行ガーダー上に搭載中の状況図)である。Schematic configuration diagram showing how the girders are being transported in order to construct the girders on the pier using the girder construction device (girder transportation and girder construction on the installed girders and on the pier using a carriage (Situation diagram being installed on the traveling girder of the aircraft). 桁架設装置を用いて橋脚に桁材を架設するために走行ガーダーを先送りしているときの様子を示す概略構成図(桁架設機の吊ガーダーにて吊り下げた桁を地切り扛上し、走行ガーダー後端をたわみ出しし、走行ガーダーを手延機内の推進ジャッキにて前方送りしているときの状況図)である。Schematic configuration diagram showing the situation when the traveling girder is put forward to install the girder on the pier using the girder construction device (the girder suspended from the girder suspended by the girder of the girder construction machine, It is a situation diagram when the rear end of the traveling girder is deflected and the traveling girder is fed forward by the propulsion jack in the spreader. 桁架設装置を用いて橋脚に桁材を架設し、桁架設装置を次の桁架設位置へ前方移動するときの様子を示す概略構成図(吊ガーダー後端を後方受台車にて鉛直支持し、走行ガーダーに手延機が乗ったまま、手延機内の推進ジャッキにて走行ガーダーを反力にして、走行ガーダー以外が前方移動しているときの状況図)である。Schematic configuration diagram showing a state when a girder material is installed on a bridge pier using a girder installation device, and the girder installation device is moved forward to the next girder installation position (the rear end of the hanging girder is vertically supported by a rear receiving car, FIG. 6 is a situation diagram when the traveling girder is on the traveling girder and the traveling girder is made a reaction force by the propulsion jack in the deeding machine and other than the traveling girder is moving forward). 本実施形態に係る支持構造を横方向から見た図(側面図)である。It is the figure (side view) which looked at the support structure concerning this embodiment from the horizontal direction. 本実施形態に係る支持構造を後方から前方へ向かって見た図(背面図)である。It is the figure (back view) which looked at the support structure concerning this embodiment toward back from the back. 本実施形態に係る支持構造を上方から見た図(平面図)である。It is the figure (plan view) which looked at the support structure concerning this embodiment from the upper part. (a)は、図5中のVIIIaに示す部分の拡大図であり、(b)は、図7中のVIIIbに示す部分の拡大図である。(A) is the enlarged view of the part shown to VIIIa in FIG. 5, (b) is the enlarged view of the part shown to VIIIb in FIG. 長さ調整機能付き連結部材の斜視図である。It is a perspective view of a connection member with a length adjustment function. 長さ調整機能付き連結部材の正面図である。It is a front view of a connection member with a length adjustment function. 長さ調整機能付き連結部材の背面図である。It is a rear view of a connection member with a length adjustment function. 長さ調整機能付き連結部材の右側面図である。It is a right view of the connection member with a length adjustment function. 長さ調整機能付き連結部材の左側面図である。It is a left view of the connection member with a length adjustment function. (a)は、長さ調整機能付き連結部材の底面図であり、(b)は、長さ調整機能付き連結部材の平面図である。(A) is a bottom view of the connecting member with a length adjusting function, and (b) is a plan view of the connecting member with a length adjusting function. 長さ調整機能付き連結部材の各締付部材の断面図である。It is sectional drawing of each fastening member of a connection member with a length adjustment function. 長さ調整機能付き連結部材50の使用状態を説明するための図である。It is a figure for demonstrating the use condition of the connection member 50 with a length adjustment function.

以下、図面を参照しながら、本発明の好適な実施形態について詳細に説明する。なお、以下の説明では、同一又は相当要素には同一符号を付し、重複する説明は省略する。また、「上」、「下」の語は、鉛直方向の上方、下方にそれぞれ対応するものである。   Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings. In the following description, the same or equivalent elements will be denoted by the same reference numerals, and redundant description will be omitted. The terms “upper” and “lower” correspond to the upper and lower parts in the vertical direction, respectively.

本実施形態では、長さ調整機能付き連結部材を適用する構造物の例として、桁架設装置1を例示して説明する。まず、図1を参照して、桁架設装置1の概略構成について説明する。図1は、本実施形態に係る長さ調整機能付き連結部材を用いた支持構造100を備える桁架設装置1を横方向(前後方向、すなわち橋軸方向に対して水平面内で垂直な方向)から見た概略構成図である。桁架設装置1は、先行して施工された橋脚2に対して、方向Aに向かって順次、桁材3を架設する装置である。以下の説明においては、方向Aにおける前方を「前」とし、後方を「後」として説明する。図1に示すように、桁架設装置1は、前部タワー4、後部タワー6、吊ガーダー7及び手延機8を含む本体部10と、走行ガーダー9と、を備えている。桁架設装置1のうち、吊ガーダー7、手延機8、及び走行ガーダー9は、前後方向に延びる部材を構成している。なお、本実施形態では、電車が走行するレールを敷設するための桁架設構造を例にして説明する。ただし、桁架設装置1は、電車のための桁架設構造以外にも適用可能である。また、走行ガーダー無しのタイプの桁架設装置に対しても適用可能である。   In the present embodiment, the girder installation device 1 will be described as an example of a structure to which a connecting member with a length adjusting function is applied. First, a schematic configuration of the girder installation device 1 will be described with reference to FIG. FIG. 1 shows a girder installation device 1 including a support structure 100 using a connecting member with a length adjusting function according to the present embodiment from a lateral direction (front-rear direction, that is, a direction perpendicular to a bridge axis direction in a horizontal plane). FIG. The girder construction device 1 is a device that constructs the girder material 3 sequentially in the direction A with respect to the pier 2 constructed in advance. In the following description, the front in the direction A is referred to as “front”, and the rear is referred to as “rear”. As shown in FIG. 1, the girder installation device 1 includes a main body 10 including a front tower 4, a rear tower 6, a suspension girder 7 and a hand extender 8, and a traveling girder 9. In the girder installation device 1, the hanging girder 7, the hand extender 8, and the traveling girder 9 constitute members extending in the front-rear direction. In this embodiment, a girder construction structure for laying a rail on which a train travels will be described as an example. However, the girder installation device 1 can be applied to other than the girder construction structure for a train. Further, the present invention can also be applied to a girder installation device without a traveling girder.

前部タワー4及び後部タワー6は、門型のフレーム体である。前部タワー4は、桁材3が架設される橋脚2のうち、前方の橋脚2上に設置される。前部タワー4は、前部タワー4と前後方向に対向するように、後方の橋脚2上に設置される。なお、前部タワー4は、横方向に互いに離間すると共に上下方向に延びる一対の脚柱21A,21Bと、横方向に延在して脚柱21Aの上端と脚柱21Bの上端とを連結する横架材と、を備える(図6参照)。脚柱21A,21Bの下端が橋脚2の横梁上に載置される(あるいは、下端が橋脚2から浮く場合もある)。後部タワー6も前部タワー4と同趣旨の構成を有している。   The front tower 4 and the rear tower 6 are portal frame bodies. The front tower 4 is installed on the front pier 2 among the piers 2 on which the girders 3 are installed. The front tower 4 is installed on the rear pier 2 so as to face the front tower 4 in the front-rear direction. The front tower 4 is separated from each other in the horizontal direction and extends in the vertical direction, and extends in the horizontal direction to connect the upper end of the leg column 21A and the upper end of the leg column 21B. A horizontal member (see FIG. 6). The lower ends of the pillars 21A and 21B are placed on the horizontal beam of the pier 2 (or the lower ends may float from the pier 2). The rear tower 6 also has the same configuration as the front tower 4.

吊ガーダー7は、前後方向に延在すると共に、前部タワー4の内側領域及び後部タワー6の内側領域に配置されて、当該前部タワー4及び後部タワー6に架け渡されている。吊ガーダー7は、前部タワー4に前端側を支持され、後部タワー6に後端側を支持されて、上下方向に移動可能である。吊ガーダー7は、桁材3を吊り下げる機能を有している。吊ガーダーは、後部タワー6の横架材に設けられた油圧ジャッキと、前部タワー4の横架材に設けられた油圧ジャッキに支持され、当該油圧ジャッキによって上下移動がなされる。   The suspension girder 7 extends in the front-rear direction, is disposed in the inner region of the front tower 4 and the inner region of the rear tower 6, and is spanned over the front tower 4 and the rear tower 6. The suspension girder 7 is supported on the front end side by the front tower 4 and supported on the rear end side by the rear tower 6, and is movable in the vertical direction. The suspension girder 7 has a function of suspending the girders 3. The suspension girder is supported by a hydraulic jack provided on the horizontal member of the rear tower 6 and a hydraulic jack provided on the horizontal member of the front tower 4, and is moved up and down by the hydraulic jack.

手延機8は、前部タワー4から前方へ向かって橋脚2上に延在している。走行ガーダー9は、前後方向へ延在すると共に手延機8を介して橋脚2上を前後方向へ移動する。走行ガーダー9は、前部タワー4の内側領域、後部タワー6の内側領域及び手延機8の内側に配置されている。   The hand extender 8 extends on the pier 2 forward from the front tower 4. The traveling girder 9 extends in the front-rear direction and moves on the pier 2 in the front-rear direction via the hand extender 8. The traveling girder 9 is disposed in the inner region of the front tower 4, the inner region of the rear tower 6, and the inner side of the handrail machine 8.

次に、図2〜図4を参照して、桁架設装置1を用いて橋脚2に桁材3を架設する工程について説明する。図2〜図4は、桁架設装置1を用いて橋脚2に桁材3を架設するときの様子を示す概略構成図である。なお、ここでは、橋脚2Aと橋脚2Bとの間に桁材3Aを架設する場合を例にして説明する。   Next, with reference to FIGS. 2-4, the process of constructing the girder material 3 to the bridge pier 2 using the girder construction apparatus 1 is demonstrated. 2-4 is a schematic block diagram which shows a mode when the girder material 3 is constructed to the bridge pier 2 using the girder construction apparatus 1. FIG. Here, the case where the girders 3A are installed between the pier 2A and the pier 2B will be described as an example.

図2(a)に示すように、橋脚2Aより後方では、既に桁材3Bが架設されている。後部タワー6は橋脚2A上に設置され、前部タワー4は橋脚2B上に設置されている。走行ガーダー9は、少なくとも橋脚2Aと橋脚2Bとの間に設置されており、橋脚2Bより更に前方に延びている。後部タワー6よりも後方では、既設の桁材3B上で、新設する桁材3Aの運搬準備がなされる。すなわち、桁材3Aの後端は後部親子台車11上に設置され、前端は前部親子台車12上に設置される。後部親子台車11は、上側の子台車11aと下側の親台車11bに切り離し可能である。前部親子台車12は、上側の子台車12aと下側の親台車12bに切り離し可能である。親子台車11,12は、既設の桁材3B上に敷設されたレールに沿って移動することができる。   As shown in FIG. 2 (a), a girder 3B has already been installed behind the pier 2A. The rear tower 6 is installed on the pier 2A, and the front tower 4 is installed on the pier 2B. The traveling girder 9 is installed at least between the pier 2A and the pier 2B, and extends further forward than the pier 2B. Behind the rear tower 6, preparation for transporting the newly installed girders 3A is made on the existing girders 3B. That is, the rear end of the girder 3 </ b> A is installed on the rear parent-cart 10 and the front end is installed on the front parent-cart 12. The rear parent car 11 can be separated into an upper child car 11a and a lower main car 11b. The front parent-child cart 12 can be separated into an upper child cart 12a and a lower parent cart 12b. The parent and child carts 11 and 12 can move along rails laid on the existing girders 3B.

図2(b)に示すように、走行ガーダー9上に新設の桁材3Aを仮置きするスペースを確保するために、吊ガーダー7を上方へ移動する。親子台車11,12が前方へ移動することによって、新設の桁材3Aが前方へ運搬される。図2(c)に示すように、前部親子台車12が走行ガーダー9の後端まで至ると、子台車12aは、新設の桁材3Aを支持した状態のまま、既設の桁材3B上の親台車12bから離脱し、走行ガーダー9上に移動する。このとき、新設の桁材3Aは、後部タワー6の内側領域を通過して、後部タワー6と前部タワー4との間の領域に入り込む。新設の桁材3Aが更に前方へ移動すると、後部親子台車11が走行ガーダー9の後端まで至り、子台車11aは、新設の桁材3Aを支持した状態のまま、既設の桁材3B上の親台車11bから離脱し、走行ガーダー9上に移動する。これによって、新設の桁材3Aが走行ガーダー9上に仮置きされた状態となる(図3(a)に示す状態)。   As shown in FIG. 2 (b), the suspended girder 7 is moved upward in order to secure a space for temporarily placing the newly installed girders 3 </ b> A on the traveling girder 9. As the parent and child carts 11 and 12 move forward, the newly installed girder 3A is carried forward. As shown in FIG. 2 (c), when the front parent-child cart 12 reaches the rear end of the traveling girder 9, the child cart 12a remains on the existing beam member 3B while supporting the newly installed beam member 3A. The vehicle leaves the master carriage 12b and moves onto the traveling girder 9. At this time, the newly installed girders 3 </ b> A pass through the inner region of the rear tower 6 and enter the region between the rear tower 6 and the front tower 4. When the newly installed girder 3A moves further forward, the rear parent / child cart 11 reaches the rear end of the traveling girder 9, and the child cart 11a supports the newly installed girder 3A while remaining on the existing girder 3B. The vehicle leaves the master carriage 11b and moves onto the traveling girder 9. As a result, the newly installed girder 3A is temporarily placed on the traveling girder 9 (the state shown in FIG. 3A).

図3(a)に示すように、新設の桁材3Aが走行ガーダー9上に仮置きされた状態となった後、当該桁材3Aと吊ガーダー7とが接続され、桁材3Aが吊ガーダー7に吊られた状態となる。当該接続が完了した後、新設の桁材3Aを吊った状態のまま吊ガーダー7を上方へ移動させる。新設の桁材3Aが吊り上げられた後、子台車11a,12aは、後退して走行ガーダー9から親台車11b上,12b上へ移動すると共に当該親台車11b,12bと連結される。   As shown in FIG. 3 (a), after the newly installed girders 3A are temporarily placed on the traveling girder 9, the girders 3A and the hanging girders 7 are connected, and the girders 3A become the hanging girders. 7 is suspended. After the connection is completed, the suspension girder 7 is moved upward while the newly installed girders 3A are suspended. After the newly installed girders 3A are lifted, the child carriages 11a and 12a move backward from the traveling girder 9 onto the parent carriages 11b and 12b and are connected to the parent carriages 11b and 12b.

図3(b)に示すように、新設の桁材3Aが吊り上げられると共に子台車11a,12aが走行ガーダー9から降ろされた後、走行ガーダー9の引き抜きが行われる。走行ガーダー9は手延機8を介して前方へ移動し、橋脚2Aと橋脚2Bとの間の領域から引き抜かれる。図3(c)に示すように、橋脚2Aと橋脚2Bとの間の領域から走行ガーダー9が引き抜かれた後、吊ガーダー7が下方へ移動することによって、新設の桁材3Aが降ろされる。そして、図4(a)に示すように、桁材3Aの後端が橋脚2A上に設置され、前端が橋脚2B上に設置されることにより、橋脚2Aと橋脚2Bとの間に桁材3Aが架設される。桁材3Aの架設が完了すると、当該桁材3Aと吊ガーダー7との接続が解除される。   As shown in FIG. 3 (b), the newly installed girder 3 </ b> A is lifted and the child carriages 11 a and 12 a are lowered from the traveling girder 9, and then the traveling girder 9 is pulled out. The traveling girder 9 moves forward via the handbill 8 and is pulled out from the area between the pier 2A and the pier 2B. As shown in FIG. 3C, after the traveling girder 9 is pulled out from the region between the pier 2A and the pier 2B, the hanging girder 7 moves downward, so that the newly installed girders 3A are lowered. As shown in FIG. 4 (a), the rear end of the beam member 3A is installed on the bridge pier 2A, and the front end is installed on the bridge pier 2B, whereby the beam member 3A is interposed between the bridge pier 2A and the bridge pier 2B. Is built. When the installation of the beam member 3A is completed, the connection between the beam member 3A and the hanging girder 7 is released.

図4(b)に示すように、吊ガーダー7を上方へ移動し、当該吊ガーダー7の後端部を後端台車13で支持する。これによって、後部タワー6を吊ガーダー7で仮受けする。図4(c)に示すように、走行ガーダー9をガイドとして手延機8、前部タワー4及び後部タワー6を前方へ移動する。これによって、次の桁材3Aを架設する位置まで移動させる。ここでは、橋脚2Cと橋脚2Bとの間に次の桁材3Aを架設するものとし、前部タワー4を橋脚2C上に設置し、後部タワー6を橋脚2Bに設置する。   As shown in FIG. 4 (b), the suspension girder 7 is moved upward, and the rear end portion of the suspension girder 7 is supported by the rear end carriage 13. Thus, the rear tower 6 is provisionally received by the hanging girder 7. As shown in FIG. 4C, the spreader 8, the front tower 4 and the rear tower 6 are moved forward using the traveling girder 9 as a guide. Thus, the next girder 3A is moved to a position where it is installed. Here, the next girder 3A is constructed between the pier 2C and the pier 2B, the front tower 4 is installed on the pier 2C, and the rear tower 6 is installed on the pier 2B.

次に、本実施形態の桁架設装置1の支持構造100について、図5〜図8を参照して説明する。   Next, the support structure 100 of the girder installation apparatus 1 of this embodiment is demonstrated with reference to FIGS.

図5は、本実施形態に係る支持構造100を横方向から見た図(側面図)である。図6は、本実施形態に係る支持構造100を後方から前方へ向かって見た図(背面図)である。図7は、本実施形態に係る支持構造100を上方から見た図である。ただし、図7では、走行ガーダーは二点鎖線で示されている。図8(a)は、図5中のVIIIaに示す部分の拡大図である。図8(b)は、図7中のVIIIbに示す部分の拡大図である。なお、以下の説明では、前部タワー4と後部タワー6とが対向する方向である前後方向(橋軸方向)を「前後方向D1」と称し、前後方向D1に対して水平面内で垂直な方向(橋軸直交方向)を「横方向D2」と称して説明する。   FIG. 5 is a view (side view) of the support structure 100 according to the present embodiment as seen from the lateral direction. FIG. 6 is a view (back view) of the support structure 100 according to the present embodiment as viewed from the rear to the front. FIG. 7 is a view of the support structure 100 according to this embodiment as viewed from above. However, in FIG. 7, the traveling girder is indicated by a two-dot chain line. FIG. 8A is an enlarged view of a portion indicated by VIIIa in FIG. FIG. 8B is an enlarged view of a portion indicated by VIIIb in FIG. In the following description, the front-rear direction (bridge axis direction), which is the direction in which the front tower 4 and the rear tower 6 face each other, is referred to as “front-rear direction D1” and is a direction perpendicular to the front-rear direction D1 in the horizontal plane. (Bridge axis orthogonal direction) will be described as “lateral direction D2”.

本実施形態に係る支持構造100は、固定された橋脚2と、橋脚2に対して前後方向D1に移動可能な走行ガーダー9と、橋脚2上に固定された台座部24(24A,24B,24C,24D)と、台座部24上で走行ガーダー9を前後方向D1に移動可能に支持する支持部26と、橋脚2と走行ガーダー9とを連結する前側連結部材27(27A,27B,27C,27D)及び後側連結部材28(28A,28B,28C,28D)と、を備えている。また、後側連結部材28には、本実施形態に係る長さ調整機能付き連結部材50が用いられている。なお、本実施形態では、後側連結部材28に長さ調整機能付き連結部材50が適用されているが、前側連結部材27に適用してもよく、連結部材27,28の両方に適用してもよい。長さ調整機能付き連結部材50の構造の詳細な説明については後述する。   The support structure 100 according to the present embodiment includes a fixed pier 2, a traveling girder 9 that can move in the front-rear direction D <b> 1 with respect to the pier 2, and a pedestal portion 24 (24 </ b> A, 24 </ b> B, 24 </ b> C) fixed on the pier 2. 24D), a support portion 26 that supports the traveling girder 9 so as to be movable in the front-rear direction D1 on the pedestal portion 24, and a front connection member 27 (27A, 27B, 27C, 27D) that couples the pier 2 and the traveling girder 9. ) And the rear connecting member 28 (28A, 28B, 28C, 28D). Moreover, the connecting member 50 with a length adjusting function according to the present embodiment is used for the rear connecting member 28. In the present embodiment, the connecting member 50 with a length adjusting function is applied to the rear connecting member 28. However, the connecting member 50 may be applied to the front connecting member 27 and applied to both the connecting members 27 and 28. Also good. The detailed description of the structure of the connecting member 50 with the length adjusting function will be described later.

走行ガーダー9の下面9aには、前後方向D1に沿って延びるレール部31(31A,31B,31C,31D)と、連結部材27,28を走行ガーダー9に連結するためのブラケット32と、が設けられている。レール部31は、横方向D2に間隔を開けて互いに平行となるように複数(本実施形態では4本)設けられている。なお、本実施形態では、前部タワー4の脚柱21Aから脚柱21Bへ向かって順番に、レール部31A,31B,31C,31Dが設けられているものとする(図6参照)。ブラケット32は、走行ガーダー9の下面9aから下方へ突出する板状の形状をなしている。ブラケット32の厚み方向は横方向D2と一致している。ブラケット32は、ピンを挿入するために当該横方向D2に貫通する貫通孔32aを、前後方向D1に並ぶように一対有している(図5参照)。ブラケット32は、レール部31Aとレール部31Bとの間に、横方向D2に一定の間隔を開けて並ぶように複数(本実施形態では4つ)設けられている。また、ブラケット32は、レール部31Cとレール部31Dとの間に、横方向D2に一定の間隔を開けて並ぶように複数(本実施形態では4つ)設けられている(図6参照)。また、このように横方向D2に並んだ複数のブラケット32のセットは、前後方向D1に所定の間隔を開けて複数カ所に設けられている(図5参照)。   The lower surface 9a of the traveling girder 9 is provided with a rail portion 31 (31A, 31B, 31C, 31D) extending along the front-rear direction D1 and a bracket 32 for coupling the connecting members 27, 28 to the traveling girder 9. It has been. A plurality of rail portions 31 (four in this embodiment) are provided so as to be parallel to each other with a gap in the horizontal direction D2. In the present embodiment, it is assumed that rail portions 31A, 31B, 31C, and 31D are provided in order from the pedestal 21A to the pedestal 21B of the front tower 4 (see FIG. 6). The bracket 32 has a plate-like shape that protrudes downward from the lower surface 9 a of the traveling girder 9. The thickness direction of the bracket 32 coincides with the lateral direction D2. The bracket 32 has a pair of through-holes 32a penetrating in the lateral direction D2 so as to be inserted in the lateral direction D1 in order to insert pins (see FIG. 5). A plurality of brackets 32 (four in this embodiment) are provided between the rail portion 31A and the rail portion 31B so as to be arranged at a certain interval in the lateral direction D2. Further, a plurality of brackets 32 (four in this embodiment) are provided between the rail portion 31C and the rail portion 31D so as to be arranged at a certain interval in the lateral direction D2 (see FIG. 6). In addition, a set of a plurality of brackets 32 arranged in the lateral direction D2 in this way is provided at a plurality of locations with a predetermined interval in the front-rear direction D1 (see FIG. 5).

また、走行ガーダー9の下面9aと後端面9bとの間の角部には、後側連結部材28を走行ガーダー9に連結するための引止金具33が設けられている。引止金具33は、横方向D2から見て(図5に示す状態)L字状をなしており、走行ガーダー9の下面9aに固定される下側部33aと、走行ガーダー9の後端面9bに固定される後側部33bと、を有している。このように、後側部33bが走行ガーダー9の後端面9bに固定されているため、後側連結部材28による前方に向かう引っ張り力を確実に支持することができる。引止金具33の下側部33aは、下方へ突出する板状部33cを有している。板状部33cの厚み方向は横方向D2と一致している。板状部33cは、ピンを挿入するために横方向D2に貫通する貫通孔を有している。また、引止金具33は、横方向D2に一定の間隔を開けて並ぶように複数(本実施形態では4つ)設けられている。各引止金具33の横方向D2における位置は、各レール部31A,31B,31C,31Dと略同位置に設定してよい。   In addition, at the corner between the lower surface 9 a and the rear end surface 9 b of the traveling girder 9, a retaining bracket 33 for connecting the rear side connecting member 28 to the traveling girder 9 is provided. The retaining bracket 33 has an L shape when viewed from the lateral direction D2 (the state shown in FIG. 5), and includes a lower side portion 33a fixed to the lower surface 9a of the traveling girder 9, and a rear end surface 9b of the traveling girder 9. And a rear side portion 33b fixed to the head. Thus, since the rear side part 33b is being fixed to the rear-end surface 9b of the traveling girder 9, the pulling force toward the front by the rear side connection member 28 can be reliably supported. The lower side portion 33a of the retaining bracket 33 has a plate-like portion 33c protruding downward. The thickness direction of the plate-like portion 33c coincides with the horizontal direction D2. The plate-like portion 33c has a through hole penetrating in the lateral direction D2 for inserting a pin. In addition, a plurality of (four in this embodiment) the retaining brackets 33 are provided so as to be arranged at a certain interval in the lateral direction D2. The position of each retaining bracket 33 in the lateral direction D2 may be set at substantially the same position as each rail portion 31A, 31B, 31C, 31D.

台座部24は、橋脚2の上面側に設けられている略直方体状(立方体状でもよい)の部材である。なお、図において当該台座部24は一体の部材のように示されているが、複数のサンドル等を組み合わせることで構成されている。なお、本実施形態では、橋脚2上において横方向D2に所定の間隔を開けて並ぶように複数(本実施形態では4つ)の台座部24が設けられている。なお、本実施形態では、前部タワー4の脚柱21Aから脚柱21Bへ向かって順番に、台座部24A,24B,24C,24Dが設けられているものとする(図6参照)。各台座部24A,24B,24C,24Dは、走行ガーダー9の各レール部31A,31B,31C,31Dの下方にそれぞれ配置される。各台座部24A,24B,24C,24Dの上端には支持部26が設けられている。当該支持部26は、高さ調整部34と、当該高さ調整部34の上端に設けられるガイド部36と、を備えている。ガイド部36は、走行ガーダー9をレール部31を介して前後方向D1にガイドするためのものであり、例えば、レール部31を挟み込む挟みサンドルなどによって構成されている。   The pedestal portion 24 is a substantially rectangular parallelepiped (or cubic) member provided on the upper surface side of the pier 2. In the figure, the pedestal 24 is shown as an integral member, but is configured by combining a plurality of sandals and the like. In the present embodiment, a plurality of (four in the present embodiment) pedestal portions 24 are provided on the pier 2 so as to be arranged at predetermined intervals in the lateral direction D2. In the present embodiment, it is assumed that pedestals 24A, 24B, 24C, and 24D are provided in order from the pedestal 21A to the pedestal 21B of the front tower 4 (see FIG. 6). The pedestal portions 24A, 24B, 24C, and 24D are disposed below the rail portions 31A, 31B, 31C, and 31D of the traveling girder 9, respectively. A support portion 26 is provided at the upper end of each pedestal portion 24A, 24B, 24C, 24D. The support portion 26 includes a height adjustment portion 34 and a guide portion 36 provided at the upper end of the height adjustment portion 34. The guide part 36 is for guiding the traveling girder 9 in the front-rear direction D <b> 1 via the rail part 31. For example, the guide part 36 is configured by a sandwich sander that sandwiches the rail part 31.

ここで、台座部24の前端面24aには、土台金具41が固定されており、当該土台金具41を介して取付金具42が固定されている。取付金具42は、前側連結部材27を台座部24を介して橋脚2に固定するためのものである。台座部24の後端面24bには、土台金具43が固定されており、当該土台金具43を介して取付金具44が固定されている。取付金具44は、後側連結部材28を台座部24を介して橋脚2に固定するためのものである。   Here, the base metal fitting 41 is fixed to the front end surface 24 a of the pedestal portion 24, and the mounting metal fitting 42 is fixed via the base metal fitting 41. The mounting bracket 42 is for fixing the front side connecting member 27 to the pier 2 via the pedestal portion 24. A base metal fitting 43 is fixed to the rear end surface 24 b of the pedestal portion 24, and a mounting metal fitting 44 is fixed via the base metal fitting 43. The mounting bracket 44 is for fixing the rear side connecting member 28 to the pier 2 via the pedestal portion 24.

図8を参照して、土台金具43及び取付金具44の詳細な構造について説明する。土台金具43は、台座部24の後端面24bと平行をなすように広がる矩形板状の固定板部46と、台座部24内に差し込まれる差し込み板部47と、を備えている。固定板部46は、裏面46bを台座部24の後端面24bに接触させた状態で、ボルト締めなどによって台座部24に固定される。差し込み板部47は、固定板部46の裏面46bから台座部24側(すなわち前方)へ向かって延びる矩形板状をなしている。また、差し込み板部47の厚み方向は、横方向D2と一致する。上述のように、台座部24は、複数のサンドルを組み合わせることによって構成されているため、サンドルとサンドルとの間には隙間が形成されている。差し込み板部47は、このような隙間に差し込まれる。図8(a)に示すように、差し込み板部47は、上下方向において複数の位置(本実施形態では、上段側と下段側の2つの位置)に設けられている。また、図8(b)に示すように、差し込み板部47は、横方向D2に所定の間隔を開けて複数の位置(本実施形態では3つの位置)に設けられている。なお、上段側と下段側の両方に3つの差し込み板部47が設けられている必要はなく、例えば、上段側では中央位置に1つの差し込み板部47が設けられており、下段側では横方向D2外側に1つずつ(合計2つ)差し込み板部47が設けられていてよい。このような差し込み板部47が設けられることによって、取付金具44に上下方向及び横方向D2の力が作用したとしても、当該力を差し込み板部47で支持することができる。   With reference to FIG. 8, the detailed structure of the base metal fitting 43 and the attachment metal fitting 44 is demonstrated. The base metal fitting 43 includes a rectangular plate-like fixed plate portion 46 that extends so as to be parallel to the rear end surface 24 b of the pedestal portion 24, and an insertion plate portion 47 that is inserted into the pedestal portion 24. The fixed plate portion 46 is fixed to the pedestal portion 24 by bolting or the like with the back surface 46b in contact with the rear end surface 24b of the pedestal portion 24. The insertion plate portion 47 has a rectangular plate shape extending from the back surface 46 b of the fixed plate portion 46 toward the pedestal portion 24 side (ie, the front side). Further, the thickness direction of the insertion plate portion 47 coincides with the lateral direction D2. As described above, since the pedestal portion 24 is configured by combining a plurality of sandles, a gap is formed between the sandals. The insertion plate portion 47 is inserted into such a gap. As shown in FIG. 8A, the insertion plate portion 47 is provided at a plurality of positions in the vertical direction (in the present embodiment, two positions on the upper stage side and the lower stage side). Further, as shown in FIG. 8B, the insertion plate portion 47 is provided at a plurality of positions (three positions in the present embodiment) with a predetermined interval in the lateral direction D2. Note that it is not necessary to provide the three insertion plate portions 47 on both the upper side and the lower side. For example, one insertion plate portion 47 is provided at the central position on the upper side, and in the lateral direction on the lower side. The insertion plate portions 47 may be provided one by one (two in total) on the outer side of D2. By providing such an insertion plate portion 47, even if forces in the vertical direction and the horizontal direction D <b> 2 act on the mounting bracket 44, the force can be supported by the insertion plate portion 47.

取付金具44は、土台金具43の固定板部46の表面46aと平行をなすように広がる矩形板状の固定板部48と、後側連結部材28を連結するための取付板部49と、を備えている。固定板部48は、裏面48bを土台金具43の固定板部46の表面46aに接触させた状態で、ボルト締めなどによって土台金具43に固定される。取付板部49は、固定板部48の表面48aから台座部24とは反対側(すなわち後方)へ向かって延びる。取付板部49は、厚み方向が横方向D2と一致すると共に、横方向D2から見て略三角形状(先端側は丸みを帯びている)をなしている。また、取付板部49には、ピンを挿入するための貫通孔が設けられている。   The mounting bracket 44 includes a rectangular plate-shaped fixing plate portion 48 extending so as to be parallel to the surface 46 a of the fixing plate portion 46 of the base metal fitting 43, and a mounting plate portion 49 for connecting the rear side connecting member 28. I have. The fixing plate portion 48 is fixed to the base metal fitting 43 by bolting or the like with the back surface 48b in contact with the front surface 46a of the fixing plate portion 46 of the base metal fitting 43. The mounting plate portion 49 extends from the surface 48 a of the fixed plate portion 48 toward the side opposite to the pedestal portion 24 (that is, rearward). The mounting plate portion 49 has a thickness direction that coincides with the horizontal direction D2, and has a substantially triangular shape (the tip side is rounded) when viewed from the horizontal direction D2. Further, the attachment plate portion 49 is provided with a through hole for inserting a pin.

また、台座部24には、前後方向に荷重伝達用の支持棒51が貫通している。当該支持棒51は、外周面にネジ溝が形成されたPC鋼棒によって構成されている。支持棒51は、取付金具44の固定板部48及び土台金具43の固定板部46も貫通している。また、支持棒51のうち、取付金具44の固定板部48から外部に突出した部分には、ナット52が取り付けられる。   Further, a support rod 51 for load transmission passes through the pedestal portion 24 in the front-rear direction. The support bar 51 is composed of a PC steel bar having a thread groove formed on the outer peripheral surface. The support bar 51 also penetrates the fixing plate portion 48 of the mounting bracket 44 and the fixing plate portion 46 of the base metal fitting 43. Further, a nut 52 is attached to a portion of the support bar 51 that protrudes to the outside from the fixed plate portion 48 of the mounting bracket 44.

図8を参照して後側の土台金具43及び取付金具44について説明したが、前側の土台金具41及び取付金具42も同趣旨の構成を有している。また、支持棒51のうち、取付金具42から外部に突出した部分には、ナットが取り付けられる。   Although the rear mounting bracket 43 and the mounting bracket 44 have been described with reference to FIG. 8, the front mounting bracket 41 and the mounting bracket 42 have the same concept. Further, a nut is attached to a portion of the support bar 51 that protrudes from the mounting bracket 42 to the outside.

図5及び図7に示すように、前側連結部材27は、橋脚2に対して前側に配置されており、各端部において橋脚2に連結されると共に走行ガーダー9に連結される。前側連結部材27は、長尺部材67と、当該長尺部材67の両端に連結されるジョイント部材53と、を備えている。前側連結部材27は、台座部24の取付金具42から走行ガーダー9の一のブラケット32に向けて斜め上方へ延びるような状態で取り付けられる。長尺部材67の一端側のジョイント部材53は、当該長尺部材67の一端側と、橋脚2側に設けられている取付金具42とを接続する。長尺部材67の他端側のジョイント部材53は、当該長尺部材67の他端側と、走行ガーダー9に設けられているブラケット32とを接続する。なお、走行ガーダー9と橋脚2とを連結して十分に支持することによって張力がかかっている状態(以下の説明において「連結状態」と称する)において、前側連結部材27が延びている方向を、前側連結部材27の「連結方向D3」とする。本実施形態において、連結方向D3は、前後方向D1の方向成分と、上下方向の方向成分を有している。また、取付金具42とブラケット32との位置関係によっては、連結方向D3は横方向D2の方向成分も有する(図7参照)。連結状態においては、長尺部材67は連結方向D3へ延びる状態となる。なお、長尺部材67は、外周面にネジ溝が形成された総ねじPC鋼棒などの棒状部材によって構成されていてよく、PC鋼棒(丸棒)の端部にネジ加工を施したものや、チェーンやワイヤーなどの紐状部材、高強度繊維ロープや鋼帯などの板状部材によって構成されていてもよい。なお、総ねじPC鋼棒を用いる場合には、必要な長さにするために高速切断機などを用いることで現場での切断加工が容易となる。更に、機械ねじのようにねじ切りダイスによりネジ山を立て直す必要がない。デメリットとしてナット長が長くなることが挙げられるが、本装置においては寸法上、問題は無い。   As shown in FIGS. 5 and 7, the front connecting member 27 is disposed on the front side with respect to the pier 2, and is connected to the pier 2 and connected to the traveling girder 9 at each end. The front connecting member 27 includes a long member 67 and a joint member 53 connected to both ends of the long member 67. The front connection member 27 is attached in a state of extending obliquely upward from the attachment fitting 42 of the pedestal portion 24 toward one bracket 32 of the traveling girder 9. The joint member 53 on one end side of the long member 67 connects the one end side of the long member 67 and the mounting bracket 42 provided on the pier 2 side. The joint member 53 on the other end side of the long member 67 connects the other end side of the long member 67 and the bracket 32 provided on the traveling girder 9. In the state where tension is applied by connecting and sufficiently supporting the traveling girder 9 and the pier 2 (referred to as “connected state” in the following description), the direction in which the front side connecting member 27 extends, Let it be the “connection direction D3” of the front connection member 27. In the present embodiment, the connection direction D3 has a direction component in the front-rear direction D1 and a direction component in the up-down direction. Further, depending on the positional relationship between the mounting bracket 42 and the bracket 32, the connecting direction D3 also has a direction component in the lateral direction D2 (see FIG. 7). In the connected state, the long member 67 is in a state extending in the connecting direction D3. The long member 67 may be constituted by a rod-like member such as a total thread PC steel rod having a thread groove formed on the outer peripheral surface, and the end portion of the PC steel rod (round bar) is threaded. Alternatively, it may be constituted by a string-like member such as a chain or a wire, or a plate-like member such as a high-strength fiber rope or a steel strip. In addition, when using a full thread PC steel bar, in-situ cutting processing becomes easy by using a high-speed cutting machine etc. in order to make it a required length. Furthermore, there is no need to re-set the thread with a threading die like a mechanical screw. A disadvantage is that the nut length becomes long, but there is no problem in terms of size in this apparatus.

後側連結部材28は、橋脚2に対して後側に配置されており、各端部が橋脚2に連結されると共に走行ガーダー9に連結される。後側連結部材28は、橋脚2側に配置される第1の長尺部材68と、走行ガーダー9側に配置される第2の長尺部材69と、第1の長尺部材68の一端側に連結されるジョイント部材53と、第2の長尺部材69の一端側に連結されるジョイント部材53と、長尺部材68,69間に配置される長さ調整機構70と、を備えている。後側連結部材28は、台座部24の取付金具44から走行ガーダー9の一の引止金具33に向けて斜め上方へ延びるような状態で取り付けられる。第1の長尺部材68の一端側のジョイント部材53は、当該長尺部材68の一端側と、橋脚2側に設けられている取付金具44とを接続する。第2の長尺部材69の一端側のジョイント部材53は、当該長尺部材69の一端側と、走行ガーダー9に設けられている引止金具33とを接続する。なお、走行ガーダー9と橋脚2とを連結して十分に支持することによって張力がかかっている連結状態において、後側連結部材28が延びている方向を、後側連結部材28の「連結方向D4」とする。本実施形態において、連結方向D4は、前後方向D1の方向成分と、上下方向の方向成分を有している。また、取付金具44と引止金具33との位置関係によっては、連結方向D4は横方向D2の方向成分も有する。連結状態においては、長尺部材68,69は、互いの中心線が略一致するように連結方向D4へ延びる状態となる。なお、長尺部材68,69は、外周面にネジ溝が形成された総ねじPC鋼棒などの棒状部材によって構成されていてよく、PC鋼棒(丸棒)の端部にネジ加工を施したものや、チェーンやワイヤーなどの紐状部材、ナイロンスリング(登録商標)などの板状部材によって構成されていてもよい。   The rear side connecting member 28 is disposed on the rear side with respect to the pier 2, and each end portion is connected to the pier 2 and is also connected to the traveling girder 9. The rear connecting member 28 includes a first long member 68 disposed on the pier 2 side, a second long member 69 disposed on the traveling girder 9 side, and one end side of the first long member 68. A joint member 53 connected to one end of the second long member 69, and a length adjusting mechanism 70 disposed between the long members 68 and 69. . The rear connection member 28 is attached in a state of extending obliquely upward from the attachment fitting 44 of the pedestal portion 24 toward one retaining fitting 33 of the traveling girder 9. The joint member 53 on one end side of the first long member 68 connects the one end side of the long member 68 to the mounting bracket 44 provided on the pier 2 side. The joint member 53 on one end side of the second elongate member 69 connects one end side of the elongate member 69 and the retaining bracket 33 provided on the traveling girder 9. In the connection state in which the traveling girder 9 and the bridge pier 2 are connected and sufficiently supported and tension is applied, the direction in which the rear connection member 28 extends is referred to as the “connection direction D4” of the rear connection member 28. " In the present embodiment, the connecting direction D4 has a direction component in the front-rear direction D1 and a direction component in the up-down direction. Further, depending on the positional relationship between the mounting bracket 44 and the retaining bracket 33, the connecting direction D4 also has a directional component in the lateral direction D2. In the connected state, the long members 68 and 69 are in a state of extending in the connecting direction D4 so that their centerlines substantially coincide with each other. The long members 68 and 69 may be formed of a rod-like member such as a total thread PC steel rod having a thread groove formed on the outer peripheral surface, and the end of the PC steel rod (round bar) is threaded. Or a string-like member such as a chain or wire, or a plate-like member such as nylon sling (registered trademark).

図8を参照してジョイント部材53の構造について説明する。ジョイント部材53として、いわゆるユニバーサルジョイントが用いられる。ジョイント部材53は、互いに垂直をなす二つの軸回りに回転可能である。図8に示すように、ジョイント部材53は、取付金具44にピン57を介して連結されるユニバーサル金具54と、第1の長尺部材68に連結されると共にユニバーサル金具54にピン58を介して連結される受け金具56と、を備えている。ユニバーサル金具54は、横方向D2に延びるピン57によって基端部54aが取付金具44と回転可能に連結されている。受け金具56は、ピン57に対して垂直であり、且つ第1の長尺部材68に対しても垂直に延びるピン58によって、基端部56aがユニバーサル金具54の先端部54bと回転可能に連結されている。また、第1の長尺部材68は、受け金具56の先端部56bに連結されている。これによって、第1の長尺部材68は、取付金具44に対して、横方向D2の方向成分及び上下方向の方向成分を有する方向へ自在に回転可能である。なお、図8(b)に示すように、受け金具56及び第1の長尺部材68は、前後方向D1に対して若干傾斜しているため、図8(a)に示す図において、受け金具56及び第1の長尺部材68は実際は当該傾斜に合わせた状態で示されるものである。しかし、図8(a)においては、構造の理解を容易にするために、受け金具56及び第1の長尺部材68について、図8(b)の視点V2(連結方向D4に直交する)から見た状態を示している。また、同様の趣旨により、図8(b)においては、構造の理解を容易にするために、ユニバーサル金具54、受け金具56及び第1の長尺部材68について、図8(a)の視点V1(連結方向D4に直交する)から見た状態を示している。なお、図5及び図7において、前側連結部材27及び後側連結部材28については、同趣旨の表示方法が採用されている。   The structure of the joint member 53 will be described with reference to FIG. A so-called universal joint is used as the joint member 53. The joint member 53 is rotatable around two axes that are perpendicular to each other. As shown in FIG. 8, the joint member 53 is connected to the mounting bracket 44 via a pin 57 and a universal bracket 54, and is connected to a first elongate member 68 and to the universal bracket 54 via a pin 58. And a receiving bracket 56 to be connected. The universal metal fitting 54 has a base end portion 54a rotatably connected to the attachment metal fitting 44 by a pin 57 extending in the lateral direction D2. The base metal part 56a is connected to the front end part 54b of the universal metal part 54 so as to be rotatable by a pin 58 which is perpendicular to the pin 57 and extends perpendicularly to the first elongate member 68. Has been. The first elongate member 68 is connected to the tip end portion 56 b of the receiving metal fitting 56. As a result, the first elongate member 68 can freely rotate in the direction having the direction component in the lateral direction D2 and the direction component in the vertical direction with respect to the mounting bracket 44. Note that, as shown in FIG. 8B, the metal fitting 56 and the first long member 68 are slightly inclined with respect to the front-rear direction D1, and therefore the metal fitting shown in FIG. 56 and the first elongate member 68 are actually shown in a state in accordance with the inclination. However, in FIG. 8A, in order to facilitate understanding of the structure, the receiving bracket 56 and the first long member 68 are viewed from the viewpoint V2 (perpendicular to the connecting direction D4) in FIG. It shows the state as seen. For the same purpose, in FIG. 8B, in order to facilitate the understanding of the structure, the universal fitting 54, the receiving fitting 56, and the first long member 68 are viewed from the viewpoint V1 in FIG. The state seen from (perpendicular to the connecting direction D4) is shown. 5 and 7, the display method having the same meaning is adopted for the front side connecting member 27 and the rear side connecting member 28.

具体的には、ユニバーサル金具54は、取付金具44の取付板部49を挟み込むように横方向D1に平行に対向する一対の挟持板部61,61と、挟持板部61,61に固定される取付板部62と、を備えている。挟持板部61,61は、横方向D2から見て、長方形の一端側を半円状に形成した形状を有しており、半円状の部分61a,61aが取付金具44の取付板部49と連結される。挟持板部61,61の半円状の部分61a,61aには、取付金具44の取付板部49の貫通孔と連通する貫通孔がそれぞれ設けられており、これらの貫通孔にピン57が挿入される。なお、ピン57には、作業者が持ち運び容易となるように取手が設けられていてよい。取付板部62は、挟持板部61,61と垂直をなすように当該挟持板部61,61の先端側の角状の部分61b,61b(半円状の部分61a,61aとは反対側の部分)に固定されている。取付板部62は、図8(a)に示す視点V1から見て、長方形の一端側を半円状に形成した形状を有しており、半円状の部分62aが受け金具56と連結される。当該半円状の部分62aには貫通孔が設けられている。なお、挟持板部61,61の他端側の角状の部分61bは、取付板部62の角状の部分62bと固定されている。   Specifically, the universal bracket 54 is fixed to the pair of sandwiching plate portions 61 and 61 facing in parallel to the lateral direction D1 so as to sandwich the mounting plate portion 49 of the mounting bracket 44, and the sandwiching plate portions 61 and 61. And an attachment plate portion 62. The sandwiching plate portions 61 and 61 have a shape in which one end side of the rectangle is formed in a semicircular shape when viewed from the lateral direction D <b> 2, and the semicircular portions 61 a and 61 a are the mounting plate portions 49 of the mounting bracket 44. Concatenated with The semicircular portions 61a, 61a of the sandwiching plate portions 61, 61 are provided with through holes communicating with the through holes of the mounting plate portion 49 of the mounting bracket 44, and pins 57 are inserted into these through holes. Is done. The pin 57 may be provided with a handle so that the operator can easily carry it. The mounting plate portion 62 is formed so as to be perpendicular to the clamping plate portions 61, 61. The angular portions 61b, 61b on the front end side of the clamping plate portions 61, 61 (on the opposite side to the semicircular portions 61a, 61a) Part). The mounting plate portion 62 has a shape in which one end side of the rectangle is formed in a semicircular shape when viewed from the viewpoint V1 shown in FIG. 8A, and the semicircular portion 62a is connected to the receiving metal piece 56. The The semicircular portion 62a is provided with a through hole. The angular portion 61 b on the other end side of the sandwiching plate portions 61, 61 is fixed to the angular portion 62 b of the mounting plate portion 62.

受け金具56は、ユニバーサル金具54の取付板部62を挟み込むように平行に対向する一対の挟持板部63,63と、挟持板部63,63間に設けられる固定部64と、を備えている。挟持板部63,63は、図8(a)に示す視点V1から見て、長方形の一端側を半円状に形成した形状を有しており、半円状の部分63a,63aがユニバーサル金具54の取付板部62と連結される。挟持板部63,63の半円状の部分63a,63aには、ユニバーサル金具54の取付板部62の貫通孔と連通する貫通孔がそれぞれ設けられており、これらの貫通孔にピン58が挿入される。なお、ピン58には、作業者が持ち運び容易となるように取手が設けられていてよい。挟持板部63,63の他端側の角状の部分63b,63b(半円状の部分63a,63aとは反対側の部分)には、受け金具56と第1の長尺部材68を連結するための固定部64が設けられている。固定部64は、第1の長尺部材68の端部に取り付けられるナット66を配置可能な空間を形成するように構成されていると共に、第1の長尺部材68を挿通させる貫通孔64aを有してナット66を支持して反力を生じさせる壁部64bを備える。   The receiving metal piece 56 includes a pair of holding plate parts 63 and 63 facing in parallel so as to hold the mounting plate part 62 of the universal metal piece 54 and a fixing part 64 provided between the holding plate parts 63 and 63. . The sandwiching plate portions 63 and 63 have a shape in which one end side of a rectangle is formed in a semicircular shape when viewed from the viewpoint V1 shown in FIG. 8A, and the semicircular portions 63a and 63a are universal metal fittings. 54 attachment plate portions 62 are connected. The semicircular portions 63a and 63a of the sandwiching plate portions 63 and 63 are respectively provided with through holes that communicate with the through holes of the mounting plate portion 62 of the universal bracket 54, and pins 58 are inserted into these through holes. Is done. The pin 58 may be provided with a handle so that the operator can easily carry it. The bracket 56 and the first long member 68 are connected to the angular portions 63b and 63b (the portions opposite to the semicircular portions 63a and 63a) on the other end side of the holding plate portions 63 and 63. The fixing | fixed part 64 for doing is provided. The fixing portion 64 is configured to form a space in which the nut 66 attached to the end of the first long member 68 can be placed, and has a through-hole 64a through which the first long member 68 is inserted. A wall portion 64b that has a nut 66 to support and generate a reaction force is provided.

上述のように、図8を用いて取付金具44と第1の長尺部材68とを連結するジョイント部材53の構造について説明したが、他の箇所におけるジョイント部材53(引止金具33と第2の長尺部材69とを連結するジョイント部材53、取付金具42と長尺部材67とを連結するジョイント部材53、及びブラケット32と長尺部材67とを連結するジョイント部材53)にも、同趣旨の構造が適用される。   As described above, the structure of the joint member 53 that connects the mounting bracket 44 and the first long member 68 has been described with reference to FIG. The joint member 53 for connecting the long member 69, the joint member 53 for connecting the mounting bracket 42 and the long member 67, and the joint member 53) for connecting the bracket 32 and the long member 67 are also the same. The structure of is applied.

次に、後側連結部材28、すなわち長さ調整機能付き連結部材50のうち、長さ調整機構70付近の構造について、図9〜図16を参照して説明する。以下の説明においては、長さ調整機能付き連結部材50に対してXYZ座標を設定して説明する。図9は、長さ調整機能付き連結部材50の斜視図である。図10は、長さ調整機能付き連結部材50の正面図(Y軸負方向に向かって見た図)である。図11は、長さ調整機能付き連結部材50の背面図(Y軸正方向に向かって見た図)である。図12は、長さ調整機能付き連結部材50の右側面図(X軸負方向に向かって見た図)である。図13は、長さ調整機能付き連結部材50の左側面図(X軸正方向に向かって見た図)である。図14(a)は、長さ調整機能付き連結部材50の底面図(Z軸正方向に向かって見た図)であり、図14(b)は、長さ調整機能付き連結部材50の平面図(Z軸負方向に向かって見た図)である。図15は、長さ調整機能付き連結部材50の各締付部材71,72,73の断面図である。図16は、長さ調整機能付き連結部材50の使用状態を説明するための図である。なお、Z軸は連結方向D4と平行に延びている。X軸はZ軸と垂直に延びる。Y軸はZ軸及びX軸と垂直に延びる。また、図9〜図16においては、長さ調整機能付き連結部材50に対して中心線CLが設定されている。中心線CLは連結方向D4に延びる基準線であり、この中心線CL上には、連結状態における第1の長尺部材68の中心線と第2の長尺部材69の中心線とが配置される。   Next, the structure in the vicinity of the length adjusting mechanism 70 in the rear side connecting member 28, that is, the connecting member 50 with the length adjusting function will be described with reference to FIGS. In the following description, XYZ coordinates are set for the connecting member 50 with a length adjusting function. FIG. 9 is a perspective view of the connecting member 50 with a length adjusting function. FIG. 10 is a front view of the connecting member 50 with a length adjusting function (viewed in the negative Y-axis direction). FIG. 11 is a rear view of the connecting member 50 with a length adjusting function (viewed in the positive Y-axis direction). FIG. 12 is a right side view of the connecting member 50 with a length adjusting function (viewed in the negative direction of the X axis). FIG. 13 is a left side view of the connecting member 50 with a length adjusting function (viewed in the positive direction of the X axis). 14A is a bottom view of the connecting member 50 with a length adjusting function (viewed in the positive direction of the Z axis), and FIG. 14B is a plan view of the connecting member 50 with a length adjusting function. It is a figure (the figure seen toward the Z-axis negative direction). FIG. 15 is a cross-sectional view of each fastening member 71, 72, 73 of the connecting member 50 with a length adjusting function. FIG. 16 is a diagram for explaining a usage state of the connecting member 50 with a length adjusting function. Note that the Z-axis extends parallel to the connection direction D4. The X axis extends perpendicular to the Z axis. The Y axis extends perpendicular to the Z axis and the X axis. Moreover, in FIGS. 9-16, the centerline CL is set with respect to the connection member 50 with a length adjustment function. The center line CL is a reference line extending in the connection direction D4. On the center line CL, the center line of the first long member 68 and the center line of the second long member 69 in the connected state are arranged. The

長さ調整機構70は、第1の長尺部材68と第2の長尺部材69との間の距離を調整することで、長さ調整機能付き連結部材50全体の長さを調整する機構であり、第1の長尺部材68の他端側に配置される第1の締付部材71と、第2の長尺部材69の他端側に配置される第2の締付部材73と、Z軸方向(連結方向D4)において第1の締付部材71と第2の締付部材73との間に配置される第3の締付部材72と、第1の締付部材71と第2の締付部材73とを連結する一対の中間長尺部材74,74と、を備えている。   The length adjusting mechanism 70 is a mechanism that adjusts the distance between the first elongate member 68 and the second elongate member 69 to adjust the overall length of the connecting member 50 with a length adjusting function. A first fastening member 71 disposed on the other end side of the first long member 68; a second fastening member 73 disposed on the other end side of the second long member 69; A third fastening member 72, a first fastening member 71, and a second fastening member disposed between the first fastening member 71 and the second fastening member 73 in the Z-axis direction (connection direction D4). And a pair of intermediate long members 74 and 74 for connecting the fastening member 73 to each other.

第1の締付部材71は、X軸方向に延びる金属製の部材である。Y軸方向から見たときに第1の締付部材71は、中心線CLを基準として線対称な形状を有している。X軸方向から見たときにも、第1の締付部材71は、中心線CLを基準として線対称な形状を有している。具体的には、第1の締付部材71は、全体として長方形板状をなす部材に対して、中心線CL付近の部分においてZ軸負方向に張り出した張出部86を設けた形状を有している。Y軸方向から見て、張出部86は、台形状に形成されており、中心線CL付近に形成されてZ軸と垂直な先端面71aと、先端面71aのX軸方向両外側に形成される傾斜面71b,71bとを有している。また、傾斜面71bよりもX軸方向両外側には、Z軸と垂直な座面71c,71cが形成される。また、張出部86の反対側には先端面71a及び座面71c,71cと平行に対向する平面71dが全体に亘って形成されている。第1の締付部材71のX軸方向における両端側に形成される端面71e,71eは、X軸と垂直な平面状に形成される。第1の締付部材71のY軸方向における両端側に形成される側面71f,71fは、Y軸と垂直な平面状に形成される。側面71f,71fには、作業者が持ち運ぶための取手84が取り付けられている。ただし、取手84の形状や位置は特に限定されず、適宜変更してよい。   The first fastening member 71 is a metal member that extends in the X-axis direction. When viewed from the Y-axis direction, the first fastening member 71 has a line-symmetric shape with respect to the center line CL. Even when viewed from the X-axis direction, the first fastening member 71 has a line-symmetric shape with respect to the center line CL. Specifically, the first fastening member 71 has a shape in which an overhanging portion 86 projecting in the negative direction of the Z-axis is provided at a portion in the vicinity of the center line CL with respect to a member having a rectangular plate shape as a whole. doing. When viewed from the Y-axis direction, the overhang portion 86 is formed in a trapezoidal shape, is formed in the vicinity of the center line CL, and is formed on the tip surface 71a perpendicular to the Z-axis and on both outer sides of the tip surface 71a in the X-axis direction. Inclined surfaces 71b and 71b. Further, seat surfaces 71c and 71c perpendicular to the Z axis are formed on both outer sides in the X axis direction than the inclined surface 71b. In addition, a flat surface 71d facing the tip surface 71a and the seating surfaces 71c and 71c in parallel with each other is formed on the opposite side of the projecting portion 86. End surfaces 71e and 71e formed on both end sides in the X-axis direction of the first fastening member 71 are formed in a planar shape perpendicular to the X-axis. Side surfaces 71f and 71f formed on both end sides in the Y-axis direction of the first fastening member 71 are formed in a planar shape perpendicular to the Y-axis. A handle 84 for carrying by an operator is attached to the side surfaces 71f and 71f. However, the shape and position of the handle 84 are not particularly limited, and may be changed as appropriate.

第2の締付部材73は、X軸方向に延びる金属製の部材である。Y軸方向から見たときに第2の締付部材73は、中心線CLを基準として線対称な形状を有している。X軸方向から見たときにも、第2の締付部材73は、中心線CLを基準として線対称な形状を有している。具体的には、第2の締付部材73は、全体として長方形板状をなす部材に対して、中心線CL付近の部分においてZ軸負方向に張り出した張出部88を設けた形状を有している。Y軸方向から見て、張出部88は、台形状に形成されており、中心線CL付近に形成されてZ軸と垂直な先端面73aと、先端面73aのX軸方向両外側に形成される傾斜面73b,73bとを有している。また、傾斜面73bよりもX軸方向両外側には、Z軸と垂直な座面73c,73cが形成される。また、張出部88の反対側には先端面73a及び座面73c,73cと平行に対向する平面73dが全体に亘って形成されている。第2の締付部材73のX軸方向における両端側に形成される端面73e,73eは、X軸と垂直な平面状に形成される。第2の締付部材73のY軸方向における両端側に形成される側面73f,73fは、Y軸と垂直な平面状に形成される。側面73f,73fには、作業者が持ち運ぶための取手84が取り付けられている。ただし、取手84の形状や位置は特に限定されず、適宜変更してよい。   The second fastening member 73 is a metal member that extends in the X-axis direction. When viewed from the Y-axis direction, the second fastening member 73 has a line-symmetric shape with respect to the center line CL. Even when viewed from the X-axis direction, the second fastening member 73 has a line-symmetric shape with respect to the center line CL. Specifically, the second tightening member 73 has a shape in which an overhanging portion 88 projecting in the negative direction of the Z-axis is provided in a portion near the center line CL with respect to a member having a rectangular plate shape as a whole. doing. When viewed from the Y-axis direction, the overhang portion 88 is formed in a trapezoidal shape, is formed in the vicinity of the center line CL, and is formed on the tip surface 73a perpendicular to the Z-axis and on both outer sides of the tip surface 73a in the X-axis direction. Inclined surfaces 73b and 73b. Further, seat surfaces 73c and 73c perpendicular to the Z axis are formed on both outer sides in the X axis direction than the inclined surface 73b. Further, on the opposite side of the overhang portion 88, a front end surface 73a and a flat surface 73d that faces the seat surfaces 73c and 73c in parallel are formed over the entire surface. End surfaces 73e and 73e formed on both end sides in the X-axis direction of the second fastening member 73 are formed in a planar shape perpendicular to the X-axis. Side surfaces 73f and 73f formed on both end sides in the Y-axis direction of the second fastening member 73 are formed in a planar shape perpendicular to the Y-axis. A handle 84 for carrying by the operator is attached to the side surfaces 73f and 73f. However, the shape and position of the handle 84 are not particularly limited, and may be changed as appropriate.

第3の締付部材72は、X軸方向に延びる金属製の部材である。Y軸方向から見たときに第3の締付部材72は、中心線CLを基準として線対称な形状を有している。X軸方向から見たときにも、第3の締付部材72は、中心線CLを基準として線対称な形状を有している。具体的には、第3の締付部材72は、全体として長方形板状をなす部材に対して、中心線CL付近の部分においてZ軸正方向に張り出した張出部87を設けた形状を有している。Y軸方向から見て、張出部87は、台形状に形成されており、中心線CL付近に形成されてZ軸と垂直な先端面72aと、先端面72aのX軸方向両外側に形成される傾斜面72b,72bとを有している。また、傾斜面72bよりもX軸方向両外側には、Z軸と垂直な座面72c,72cが形成される。また、張出部88の反対側には先端面72a及び座面72c,72cと平行に対向する平面72dが全体に亘って形成されている。第2の締付部材72のX軸方向における両端側に形成される端面72e,72eは、X軸と垂直な平面状に形成される。第2の締付部材72のY軸方向における両端側に形成される側面72f,72fは、Y軸と垂直な平面状に形成される。側面72f,72fには、作業者が持ち運ぶための取手84が取り付けられている。ただし、取手84の形状や位置は特に限定されず、適宜変更してよい。   The third fastening member 72 is a metal member that extends in the X-axis direction. When viewed from the Y-axis direction, the third fastening member 72 has a line-symmetric shape with respect to the center line CL. Even when viewed from the X-axis direction, the third fastening member 72 has a line-symmetric shape with respect to the center line CL. Specifically, the third tightening member 72 has a shape in which an overhanging portion 87 projecting in the positive direction of the Z-axis is provided at a portion near the center line CL with respect to the member having a rectangular plate shape as a whole. doing. When viewed from the Y-axis direction, the overhang portion 87 is formed in a trapezoidal shape, is formed in the vicinity of the center line CL, and is formed on the tip surface 72a perpendicular to the Z-axis and on both outer sides of the tip surface 72a in the X-axis direction. Inclined surfaces 72b and 72b. Further, seat surfaces 72c and 72c perpendicular to the Z axis are formed on both outer sides in the X axis direction than the inclined surface 72b. Further, on the opposite side of the projecting portion 88, a front end surface 72a and a flat surface 72d facing the seating surfaces 72c and 72c in parallel are formed over the entire surface. End surfaces 72e, 72e formed on both end sides in the X-axis direction of the second fastening member 72 are formed in a planar shape perpendicular to the X-axis. Side surfaces 72f and 72f formed on both end sides in the Y-axis direction of the second fastening member 72 are formed in a planar shape perpendicular to the Y-axis. A handle 84 for carrying by the operator is attached to the side surfaces 72f and 72f. However, the shape and position of the handle 84 are not particularly limited, and may be changed as appropriate.

Z軸方向から見て、締付部材71,72、73は、略同形状となるような形状及び配置となっている。すなわち、各側面71f,72f,73f及び各端面71e,72e,73eは、Z軸方向から見て、略一致するような形状及び配置となっている。ただし、実際の使用時においては多少のずれが生じることは許容される。   When viewed from the Z-axis direction, the fastening members 71, 72, and 73 have shapes and arrangements that are substantially the same shape. That is, the side surfaces 71f, 72f, 73f and the end surfaces 71e, 72e, 73e have shapes and arrangements that substantially match when viewed from the Z-axis direction. However, some deviation is allowed in actual use.

図15に示すように、各締付部材71,72,73の張出部86,87,88の先端面71a,72a,73aに対応する位置には、中心線CLを中心としてZ軸方向に貫通する円形状の貫通孔91,93,96が形成されている。Z軸方向から見て、各貫通孔91,93,96は、略一致するような形状及び位置に形成されている。また、各締付部材71,72,73の両側の座面71c,72c,73cに対応する位置には、Z軸方向に貫通する円形状の貫通孔92,94,97が形成されている。Z軸方向から見て、両側の貫通孔92,94,97は略一致するような形状及び位置に形成されている。なお、X軸方向における一方の貫通孔92,94,97は、他方の貫通孔92,94,97と中心線CLに対して線対称となるような位置及び形状に形成されている。   As shown in FIG. 15, the positions corresponding to the tip surfaces 71a, 72a, 73a of the overhang portions 86, 87, 88 of the fastening members 71, 72, 73 are in the Z-axis direction with the center line CL as the center. Circular through-holes 91, 93, 96 penetrating therethrough are formed. As viewed from the Z-axis direction, each of the through holes 91, 93, and 96 is formed in a shape and a position that substantially match. In addition, circular through holes 92, 94, and 97 penetrating in the Z-axis direction are formed at positions corresponding to the seating surfaces 71 c, 72 c, and 73 c on both sides of each tightening member 71, 72, and 73. When viewed from the Z-axis direction, the through holes 92, 94, and 97 on both sides are formed in a shape and a position that substantially coincide with each other. Note that one through hole 92, 94, 97 in the X-axis direction is formed in a position and shape that is line-symmetric with respect to the other through hole 92, 94, 97 and the center line CL.

第1の締付部材71の中央位置の貫通孔91には、第1の長尺部材68が挿通されている。また、第3の締付部材72の中央位置の貫通孔93には、第1の長尺部材68が挿通されている。また、第1の長尺部材68の他端側は、第3の締付部材72に連結されている。本実施形態では、第1の長尺部材68と第3の締付部材72とは、第1の長尺部材68の外周面にネジ溝を形成することによって構成されたボルト部68a(本実施形態では、長尺部材68の全域に形成されているが、必要な部分のみに形成されていてもよい)と、第1の長尺部材68において第3の締付部材72の先端面72aよりも突出した部分に取り付けられる反力用ナット76による締結構造によって連結可能とされている。当該締結構造は、第1の長尺部材68に張力が作用するとき、第3の締付部材72の先端面72aにて反力用ナット76を支持して反力を発生させた状態とすることによって、第1の長尺部材68と第3の締付部材72とを連結した状態とする。   A first long member 68 is inserted through the through hole 91 at the center position of the first tightening member 71. The first elongate member 68 is inserted into the through hole 93 at the center position of the third tightening member 72. The other end side of the first elongate member 68 is connected to the third fastening member 72. In the present embodiment, the first elongate member 68 and the third fastening member 72 are bolt portions 68a (this embodiment) configured by forming screw grooves on the outer peripheral surface of the first elongate member 68. In the embodiment, it is formed in the entire area of the long member 68, but it may be formed only in a necessary portion), and from the front end surface 72a of the third fastening member 72 in the first long member 68. Also, it can be connected by a fastening structure by a reaction force nut 76 attached to the protruding portion. In the fastening structure, when a tension acts on the first elongate member 68, the reaction force nut 76 is supported by the distal end surface 72a of the third fastening member 72 to generate a reaction force. Thus, the first elongate member 68 and the third fastening member 72 are connected.

第2の締付部材73の中央位置の貫通孔96には、第2の長尺部材69が挿通されている。また、第2の長尺部材69の他端側は、第2の締付部材73に連結されている。本実施形態では、第2の長尺部材69と第2の締付部材73とは、第2の長尺部材69の外周面にネジ溝を形成することによって構成されたボルト部69a(本実施形態では、長尺部材69の全域に形成されているが、必要な部分のみに形成されていてもよい)と、第2の長尺部材69において第2の締付部材73の先端面73aよりも突出した部分に取り付けられる反力用ナット77による締結構造によって連結可能とされている。当該締結構造は、第2の長尺部材69に張力が作用するとき、第2の締付部材73の先端面73aにて、反力用ナット77を支持して反力を発生させた状態とすることによって、第2の長尺部材69と第2の締付部材73とを連結した状態とする。   A second long member 69 is inserted through the through hole 96 at the center position of the second tightening member 73. Further, the other end side of the second long member 69 is connected to the second fastening member 73. In the present embodiment, the second long member 69 and the second fastening member 73 are formed by forming a screw groove on the outer peripheral surface of the second long member 69 (this embodiment). In the embodiment, it is formed in the entire area of the long member 69, but it may be formed only in a necessary portion), and in the second long member 69 from the front end surface 73a of the second fastening member 73. Also, it can be connected by a fastening structure by a reaction force nut 77 attached to the protruding portion. In the fastening structure, when a tension acts on the second elongate member 69, the reaction force nut 77 is supported by the distal end surface 73a of the second fastening member 73 and a reaction force is generated. By doing so, the second elongated member 69 and the second fastening member 73 are connected.

締付部材71,72,73の両側の貫通孔92,94,97には、中間長尺部材74,74がそれぞれ挿通されている。中間長尺部材74,74は、特に限定されないが、ワイヤーなどの紐状部材に比して、PC鋼棒などの棒状部材を用いる方が、長さ調整作業を行い易く、好ましい。また、中間長尺部材74,74は、第1の締付部材71及び第2の締付部材73に連結される。本実施形態では、中間長尺部材74,と第1の締付部材71とは、中間長尺部材74の外周面にネジ溝を形成することによって構成されたボルト部74a(本実施形態では、中間長尺部材74の全域に形成されているが、必要な部分のみに形成されていてもよい)と、中間長尺部材74,74において第1の締付部材71の座面71c,71cよりも突出した部分に取り付けられる反力用ナット78,78による締結構造によって連結可能とされている。当該締結構造は、中間長尺部材74,74に張力が作用するとき、第1の締付部材71の座面71c,71cにて反力用ナット78,78を支持して反力を発生させた状態とすることによって、中間長尺部材74,74と第1の締付部材71とを連結した状態とする。また、中間長尺部材74,74と第2の締付部材73とは、中間長尺部材74,74のボルト部74aと、中間長尺部材74,74において第2の締付部材73の平面73dよりも突出した部分に取り付けられる反力用ナット79,79による締結構造によって連結可能とされている。当該締結構造は、中間長尺部材74,74に張力が作用するとき、第2の締付部材73の平面73dにて反力用ナット79,79を支持して反力を発生させた状態とすることによって、中間長尺部材74,74と第2の締付部材73とを連結した状態とする。なお、反力用ナット79,79に対して第2の締付部材73を挟んだ反対側には、ガタツキ防止用ナット83,83を中間長尺部材74,74に取り付けてよい。   Intermediate long members 74 and 74 are inserted into the through holes 92, 94, and 97 on both sides of the fastening members 71, 72, and 73, respectively. Although the intermediate long members 74 and 74 are not particularly limited, it is preferable to use a rod-shaped member such as a PC steel rod, as compared with a string-shaped member such as a wire, because the length adjustment work can be easily performed. The intermediate long members 74 and 74 are connected to the first tightening member 71 and the second tightening member 73. In the present embodiment, the intermediate long member 74 and the first fastening member 71 are bolt portions 74a (in this embodiment, formed by forming screw grooves on the outer peripheral surface of the intermediate long member 74. The intermediate long member 74 is formed in the entire region, but may be formed only in a necessary portion), and in the intermediate long members 74 and 74, from the seat surfaces 71c and 71c of the first fastening member 71. Also, it can be connected by a fastening structure with reaction force nuts 78 and 78 attached to the protruding portion. In the fastening structure, when tension is applied to the intermediate long members 74, 74, the reaction force nuts 78, 78 are supported by the seat surfaces 71 c, 71 c of the first fastening member 71 to generate a reaction force. In this state, the intermediate long members 74 and 74 and the first fastening member 71 are connected. Further, the intermediate long members 74 and 74 and the second tightening member 73 include a bolt portion 74a of the intermediate long members 74 and 74 and a plane of the second tightening member 73 in the intermediate long members 74 and 74. It can be connected by a fastening structure with reaction force nuts 79 attached to a portion protruding from 73d. In the fastening structure, when tension is applied to the intermediate long members 74 and 74, the reaction force nuts 79 and 79 are supported by the flat surface 73d of the second fastening member 73 and the reaction force is generated. By doing so, the intermediate long members 74 and 74 and the second fastening member 73 are connected. It should be noted that rattling prevention nuts 83, 83 may be attached to the intermediate long members 74, 74 on the opposite side of the second tightening member 73 with respect to the reaction force nuts 79, 79.

少なくとも長さ調整中においては、第3の締付部材72は、中間長尺部材74,74に対して相対的に移動可能である。すなわち、長さ調整中において、第3の締付部材72は、貫通孔94,94を介して中間長尺部材74,74にガイドされながらZ軸方向(すなわち連結方向D4)に沿って相対的に移動可能である。一方、長さ調整完了後は、中間長尺部材74,74と第3の締付部材72とは、中間長尺部材74,74のボルト部74aと、中間長尺部材74,74において第3の締付部材72の平面72dよりも突出した部分に取り付けられる反力用ナット81,81による締結構造によって連結可能とされている。当該締結構造は、中間長尺部材74,74に張力が作用するとき、第3の締付部材72の平面72dにて反力用ナット81,81を支持して反力を発生させた状態とすることによって、中間長尺部材74,74と第3の締付部材72とを連結した状態とする。なお、反力用ナット81,81に対して第3の締付部材72を挟んだ反対側には、ガタツキ防止用ナット82,82を中間長尺部材74,74に取り付けてよい。   At least during the length adjustment, the third tightening member 72 is movable relative to the intermediate long members 74 and 74. That is, during the length adjustment, the third fastening member 72 is relatively guided along the Z-axis direction (that is, the connecting direction D4) while being guided by the intermediate long members 74 and 74 through the through holes 94 and 94. Can be moved to. On the other hand, after the length adjustment is completed, the intermediate long members 74 and 74 and the third fastening member 72 are the third bolts 74a of the intermediate long members 74 and 74 and the intermediate long members 74 and 74. The fastening member 72 can be connected by a fastening structure with reaction force nuts 81, 81 attached to a portion protruding from the flat surface 72 d of the fastening member 72. In the fastening structure, when tension is applied to the intermediate long members 74, 74, the reaction force nuts 81, 81 are supported by the flat surface 72 d of the third fastening member 72 and the reaction force is generated. By doing this, the intermediate long members 74 and 74 and the third fastening member 72 are connected. It should be noted that rattling prevention nuts 82, 82 may be attached to the intermediate long members 74, 74 on the opposite side of the third tightening member 72 with respect to the reaction force nuts 81, 81.

第1の締付部材71と第3の締付部材72との間には、長さ調整時において、第3の締付部材72の位置を変化させるジャッキを配置可能なジャッキ配置部99が形成されている。当該ジャッキ配置部99は、第1の締付部材71と第3の締付部材72との間の空間によって形成されている。また、ジャッキ配置部99は、ジャッキを配置すると共に位置を保持するための機構を有していてもよい。例えば、第1の締付部材71の平面71dや第3の締付部材72の平面72dにジャッキを配置するためのフランジなどを設けてよい。あるいは、各平面71d,72dにジャッキをネジ止めするための構造を設けてもよい。   Between the first tightening member 71 and the third tightening member 72, a jack disposition portion 99 is formed that can dispose a jack that changes the position of the third tightening member 72 during length adjustment. Has been. The jack placement portion 99 is formed by a space between the first fastening member 71 and the third fastening member 72. Moreover, the jack arrangement | positioning part 99 may have a mechanism for hold | maintaining a position while arrange | positioning a jack. For example, a flange for arranging a jack on the flat surface 71d of the first tightening member 71 or the flat surface 72d of the third tightening member 72 may be provided. Or you may provide the structure for screwing a jack in each plane 71d and 72d.

次に、図16を参照して、長さ調整機能付き連結部材50の長さ調整方法の手順について説明する。まず、第1の長尺部材68の一端側をジョイント部材53を介して取付金具44に連結し、第2の長尺部材69の一端側をジョイント部材53を介して引止金具33に連結する。なお、前側連結部材27によって橋脚2と走行ガーダー9とを連結しておく。また、各締付部材71,72,73のおおよその位置調整を行う。例えば、ジャッキ110を配置できるように、締付部材71,72間の距離などを調整する。また、それに伴って、各反力用ナット及びガタツキ防止用ナットの締付量も調整しておく。   Next, with reference to FIG. 16, the procedure of the length adjustment method of the connection member 50 with a length adjustment function is demonstrated. First, one end side of the first long member 68 is connected to the mounting bracket 44 via the joint member 53, and one end side of the second long member 69 is connected to the retaining bracket 33 via the joint member 53. . The pier 2 and the traveling girder 9 are connected by the front side connecting member 27. Moreover, the approximate position adjustment of each fastening member 71, 72, 73 is performed. For example, the distance between the fastening members 71 and 72 is adjusted so that the jack 110 can be disposed. Along with this, the tightening amounts of the reaction force nuts and the backlash prevention nuts are also adjusted.

図16(a)に示すように、ジャッキ配置部99にジャッキ110を配置する。本実施形態では、第1の長尺部材68を挟んで一対のジャッキ110,110が配置されている。なお、ガタツキ防止用ナット82,82は、長さ調整による移動中の第3の締付部材72と干渉しない位置まで遠ざけておく。次に、図16(b)に示すように、ジャッキ110,110のロッド部111,111を伸ばすことによって、第3の締付部材72を第2の締付部材73側へ相対的に移動させ、第1の長尺部材68を第2の長尺部材69側へ近づけるように引っ張る。このとき、第1の締付部材71には、第3の締付部材72の反対側(Z軸負方向)へ押されるような力が作用するが、反力用ナット78,78との間に発生する反力によって支持される。また、当該反力によって中間長尺部材74,74には、Z軸負方向へ引っ張られるような力が作用するが、第2の締付部材73(第2の長尺部材69によって反力用ナット77,77を介してZ軸正方向へ引っ張られている)と反力用ナット79,79との間に発生する反力によって支持される。   As shown in FIG. 16A, the jack 110 is placed on the jack placement portion 99. In the present embodiment, a pair of jacks 110 and 110 are disposed with the first long member 68 interposed therebetween. Note that the backlash prevention nuts 82 are moved away to a position where they do not interfere with the moving third tightening member 72 by adjusting the length. Next, as shown in FIG. 16 (b), by extending the rod portions 111, 111 of the jacks 110, 110, the third fastening member 72 is moved relatively to the second fastening member 73 side. Then, the first elongate member 68 is pulled closer to the second elongate member 69 side. At this time, a force is applied to the first tightening member 71 so as to be pushed to the opposite side (Z-axis negative direction) of the third tightening member 72, but between the reaction force nuts 78 and 78. It is supported by the reaction force generated in Further, the reaction force exerts a force on the intermediate long members 74, 74 that is pulled in the negative direction of the Z-axis, but the second tightening member 73 (the second long member 69 is used for reaction force). It is supported by the reaction force generated between the reaction force nuts 79 and 79 and the reaction force nuts 79 and 79.

長さ調整機能付き連結部材50のゆるみや張力が適切なもの(求める状態)となったタイミングでジャッキ110,110を停止し、図16(c)に示すように、反力用ナット81,81を締め付けて第3の締付部材72と接触させる。これによって、第3の締付部材72と中間長尺部材74,74とが連結され、長尺部材68,69に張力が作用した状態が維持される。また、ガタツキ防止用ナット82を締付部材72に締め付けることによって、張力と反対方向に力が作用したときに、締付部材72が移動すること(がたつくこと)を防止できる。ジャッキ110の撤去は反力用ナット81を締め付けた後にロッド部111を縮めることで容易に行える。以上によって、橋脚2と走行ガーダー9とが、十分な張力がかかった状態で連結固定される。なお、長さ調整機能付き連結部材50による連結を解除するときは、特に手順は限定されないが、先述の反対の手順を行うか、可能であれば反力用ナット81を緩めることによって容易に行うことができる。   The jacks 110 and 110 are stopped at the timing when the looseness and tension of the connecting member 50 with the length adjusting function become appropriate (states to be obtained), and as shown in FIG. 16C, the reaction force nuts 81 and 81 are stopped. Is brought into contact with the third fastening member 72. As a result, the third fastening member 72 and the intermediate long members 74 and 74 are connected to each other, and the state in which tension is applied to the long members 68 and 69 is maintained. Further, by tightening the backlash prevention nut 82 to the tightening member 72, it is possible to prevent the tightening member 72 from moving (rattle) when a force is applied in a direction opposite to the tension. The jack 110 can be easily removed by contracting the rod portion 111 after tightening the reaction force nut 81. As described above, the bridge pier 2 and the traveling girder 9 are connected and fixed in a state where sufficient tension is applied. In addition, when releasing the connection by the connecting member 50 with the length adjusting function, the procedure is not particularly limited, but it is easily performed by performing the opposite procedure described above or, if possible, loosening the reaction force nut 81. be able to.

ここで、本実施形態に係る支持構造100で走行ガーダー9を支持する際の、力の伝達態様について図5を参照して説明する。橋脚2に対して後側へ移動するような力が走行ガーダー9に作用した場合、後側連結部材28を介して橋脚2が当該力を支持することによって、走行ガーダー9の移動を規制することができる。後側連結部材28は、斜め上方へ延びているため、後側連結部材28と連結されている取付金具44には、前後方向D1の方向成分と、上下方向の方向成分を有する力が作用する。上下方向の方向成分の力に関しては、土台金具43の差し込み板部47(図8参照)を介して台座部24で支持することができる。また、前後方向D1の方向成分の力に関しては、取付金具44からナット52を介して支持棒51へ伝達される(図8参照)。当該支持棒51は台座部24を貫通して、反対側の前端面24aに対して取付金具42及びナット52を介して固定されている。従って、前後方向D1の方向成分の力は、台座部24の前端面24aにて支持される。一方、橋脚2に対して前側へ移動するような力が走行ガーダー9に作用した場合、前側連結部材27を介して橋脚2が当該力を支持することによって、走行ガーダー9の移動を規制することができる。力の伝達に関しては、後側連結部材28と同様に、上下方向の方向成分の力は土台金具43の差し込み板部47を介して台座部24が支持し、前後方向D1の方向成分の力は台座部24の後端面24bが支持する。   Here, the force transmission mode when the traveling girder 9 is supported by the support structure 100 according to the present embodiment will be described with reference to FIG. 5. When a force that moves rearward relative to the pier 2 acts on the traveling girder 9, the movement of the traveling girder 9 is restricted by the pier 2 supporting the force via the rear connecting member 28. Can do. Since the rear connection member 28 extends obliquely upward, a force having a direction component in the front-rear direction D1 and a direction component in the vertical direction acts on the mounting bracket 44 connected to the rear connection member 28. . The force of the directional component in the vertical direction can be supported by the pedestal portion 24 via the insertion plate portion 47 (see FIG. 8) of the base metal fitting 43. Further, the force of the direction component in the front-rear direction D1 is transmitted from the mounting bracket 44 to the support bar 51 via the nut 52 (see FIG. 8). The support bar 51 penetrates the pedestal portion 24 and is fixed to the opposite front end surface 24 a via a mounting bracket 42 and a nut 52. Therefore, the force of the direction component in the front-rear direction D1 is supported by the front end surface 24a of the pedestal portion 24. On the other hand, when a force that moves to the front side with respect to the pier 2 acts on the traveling girder 9, the pier 2 supports the force via the front side connecting member 27, thereby restricting the movement of the traveling girder 9. Can do. Regarding the transmission of force, as in the case of the rear connection member 28, the force of the directional component in the vertical direction is supported by the pedestal portion 24 via the insertion plate portion 47 of the base metal fitting 43, and the force of the directional component in the front-rear direction D1 is The rear end surface 24b of the base 24 is supported.

本実施形態に係る支持構造100を適用する際、例えば、図4(b)に示す状態から、走行ガーダー9を後側へ引き戻す(連結部材27,28を設置するために、橋脚2上に図5に示すような走行ガーダー9の出っ張りが必要であるため)。次に、走行ガーダー9をジャッキアップすることで、本体部10の重量を、走行ガーダー9と後部親子台車11に預ける。その状態で、連結部材27,28による連結を行い、支持構造100を組み立てて、走行ガーダー9と橋脚2とを一時的に固定する。当該状態にて、本体部10が走行ガーダー9に沿って移動する。例えば、図4(b),(c)に示すように、桁架設装置1の本体部10が走行ガーダー9に沿って移動するとき、手延機8に設けられた推進ジャッキ(不図示)が走行ガーダー9を把持し、当該走行ガーダー9から反力をとって移動する。このとき、走行ガーダー9には、橋脚2に対して後側へ移動するような力が作用するが、支持構造100の後側連結部材28によって上述のような支持が可能となるため、走行ガーダー9が橋脚2に対してずれることを確実に防止することができる。また、後側連結部材28のみならず前側連結部材27によっても連結されているため、本体部10が後側へ移動する必要が生じた場合であっても、橋脚2に対して前側へ移動しようとする走行ガーダー9を支持することができる。また、前側及び後側の両方向を支持することによって、耐震性を向上させることができる。図4(c)の状態となったら、連結部材27,28を取り外し、次の桁架設工程に移行する。   When the support structure 100 according to the present embodiment is applied, for example, the traveling girder 9 is pulled back to the rear side from the state shown in FIG. 4B (in order to install the connecting members 27 and 28, the figure on the pier 2. This is because the protruding of the traveling girder 9 as shown in FIG. 5 is necessary). Next, the traveling girder 9 is jacked up to deposit the weight of the main body 10 in the traveling girder 9 and the rear parent-child cart 11. In this state, the connecting members 27 and 28 are connected, the support structure 100 is assembled, and the traveling girder 9 and the pier 2 are temporarily fixed. In this state, the main body 10 moves along the traveling girder 9. For example, as shown in FIGS. 4 (b) and 4 (c), when the main body portion 10 of the girder installation device 1 moves along the traveling girder 9, a propulsion jack (not shown) provided in the hand extender 8 is used. The traveling girder 9 is gripped and moved by taking a reaction force from the traveling girder 9. At this time, the traveling girder 9 is subjected to a force that moves rearward with respect to the pier 2, but can be supported as described above by the rear connecting member 28 of the support structure 100. It is possible to reliably prevent 9 from shifting with respect to the pier 2. In addition, since it is connected not only by the rear connecting member 28 but also by the front connecting member 27, even if the main body 10 needs to move rearward, it will move forward with respect to the pier 2. The traveling girder 9 can be supported. Further, by supporting both the front and rear directions, the earthquake resistance can be improved. If it will be in the state of FIG.4 (c), the connection members 27 and 28 will be removed and it will transfer to the next girder construction process.

以上より、本実施形態に係る長さ調整機能付き連結部材50によれば、中間長尺部材74,74は、少なくとも第1の締付部材71と第2の締付部材73との間において連結方向D4に延びると共に、第1の締付部材71及び第2の締付部材73に連結されている。また、第1の締付部材71と第2の締付部材73との間に配置される第3の締付部材72は、中間長尺部材74,74に対して相対的に移動可能である。従って、第1の長尺部材68が他端側で第3の締付部材72に連結されると共に、第2の長尺部材69が他端側で第2の締付部材73に連結されている場合は、第3の締付部材72を第2の締付部材73に近づけることによって第1の長尺部材68と第2の長尺部材69とを近づけることができる。これによって、長さ調整機能付き連結部材50全体としての長さを短くすることができ、走行ガーダー9と橋脚2とを、十分に張力を発生させた状態で確実に固定することができる。また、このような確実な固定を、各締付部材71,72,73及び中間長尺部材74,74によるシンプルな構造であって、第3の締付部材72を移動させるだけの簡単な動作によって、容易に行うことができる。以上によって、構造物同士を一時的に固定する際に、容易に、且つ確実に固定を行うことができる。   As described above, according to the connecting member 50 with the length adjusting function according to the present embodiment, the intermediate long members 74 and 74 are connected at least between the first fastening member 71 and the second fastening member 73. It extends in the direction D4 and is connected to the first fastening member 71 and the second fastening member 73. Further, the third fastening member 72 disposed between the first fastening member 71 and the second fastening member 73 is movable relative to the intermediate long members 74 and 74. . Accordingly, the first elongate member 68 is connected to the third tightening member 72 on the other end side, and the second elongate member 69 is connected to the second tightening member 73 on the other end side. In this case, the first elongate member 68 and the second elongate member 69 can be brought closer to each other by bringing the third fastening member 72 closer to the second fastening member 73. Thereby, the length as the whole connecting member 50 with a length adjustment function can be shortened, and the traveling girder 9 and the bridge pier 2 can be reliably fixed in a state where sufficient tension is generated. Further, such a secure fixing is a simple structure by the fastening members 71, 72, 73 and the intermediate long members 74, 74, and an easy operation to move the third fastening member 72. Can be easily performed. As described above, when the structures are temporarily fixed to each other, the fixing can be easily and reliably performed.

更に、本実施形態に係る長さ調整機能付き連結部材50による長さ調整機能は、ナットと鋼棒ねじのガタ(遊び分)をはじめとする連結部材50並びに固定部周辺部の緩み分を予め必要力分だけ締め上げることも可能で、連結部材50に力が作用し始める初期の微小なズレ変形・変位を無くすことができる。いわばプレストレスの導入が可能な構成となっている。   Furthermore, the length adjusting function by the connecting member 50 with the length adjusting function according to this embodiment is based on the looseness of the connecting member 50 including looseness (play) between the nut and the steel bar screw and the loose part of the periphery of the fixed part in advance. It is also possible to tighten by the necessary force, and it is possible to eliminate the initial minute displacement deformation / displacement at which the force starts to act on the connecting member 50. In other words, it is possible to introduce prestress.

また、長さ調整機能付き連結部材50は、個々の部品にばらすことができる上、固定構造がシンプルであるため、作業者が着脱作業を容易に行うことができると共に、各部品を作業者の力で容易に運搬することができる。このように、作業現場での一時的な固定に極めて適切な構造となっている。   In addition, since the connecting member 50 with the length adjusting function can be separated into individual parts and the fixing structure is simple, the operator can easily perform the attaching / detaching work, and each part can be attached to the operator by the operator. It can be easily transported by force. In this way, the structure is extremely suitable for temporary fixation at the work site.

また、本実施形態に係る長さ調整機能付き連結部材50において、各締付部材71,72,73と、中間長尺部材74,74とは、中間長尺部材74,74に形成されたボルト部74a及びナットによる締結構造によって連結可能である。これによって、連結及び連結の解除を容易に行うことが出来る。また、中間長尺部材74,74に沿って、各締付部材71,72,73同士の間の位置調整を容易に行うことが可能となる。   Further, in the connecting member 50 with the length adjusting function according to the present embodiment, the fastening members 71, 72, 73 and the intermediate long members 74, 74 are bolts formed on the intermediate long members 74, 74. It can be connected by the fastening structure by the part 74a and a nut. Thereby, the connection and the release of the connection can be easily performed. In addition, it is possible to easily adjust the position between the fastening members 71, 72, 73 along the intermediate long members 74, 74.

また、本実施形態に係る長さ調整機能付き連結部材50において、締結構造は、締付部材71,72,73に対して反力を付与する反力用ナット78,81,79を有してよい。これによって、反力を利用して中間長尺部材74,74と各締付部材71,72,73とを連結することができる。また、締結構造は、反力用ナット78,79との間で締付部材72,73を挟むガタツキ防止用ナット82,83を有している。これにより、中間長尺部材74,74と締付部材72,73とを確実に連結することが可能となる。   Further, in the connecting member 50 with the length adjusting function according to the present embodiment, the fastening structure has reaction force nuts 78, 81, and 79 that apply reaction force to the fastening members 71, 72, and 73. Good. Accordingly, the intermediate long members 74 and 74 and the fastening members 71, 72, and 73 can be coupled using the reaction force. Further, the fastening structure includes rattling prevention nuts 82 and 83 that sandwich the fastening members 72 and 73 between the reaction force nuts 78 and 79. As a result, the intermediate long members 74 and 74 and the fastening members 72 and 73 can be reliably connected.

また、本実施形態に係る長さ調整機能付き連結部材50において、第1の締付部材71と第3の締付部材72との間には、第3の締付部材72の位置を変化させるジャッキ110を配置可能なジャッキ配置部99が形成されている。これによって、ジャッキ配置部99にジャッキ110を配置することが可能となり、当該ジャッキ110を伸ばすことで、容易に第3の締付部材72を中間長尺部材74,74に対して相対的に移動させて長さ調整を行うことができる。当該ジャッキ110には大きなプレストレス力の導入を必要としなければ、車のタイヤを交換する際の機械式ねじジャッキや、上下するハンドルを有する簡易的な油圧送り装置と小規模な油圧ジャッキの組み合わせなどで対応可能である。   Further, in the connecting member 50 with the length adjusting function according to the present embodiment, the position of the third tightening member 72 is changed between the first tightening member 71 and the third tightening member 72. The jack arrangement | positioning part 99 which can arrange | position the jack 110 is formed. As a result, the jack 110 can be arranged in the jack arrangement portion 99, and the third fastening member 72 can be easily moved relative to the intermediate long members 74, 74 by extending the jack 110. The length can be adjusted. If the jack 110 does not require the introduction of a large prestressing force, a combination of a mechanical screw jack for exchanging car tires, a simple hydraulic feeder with a handle that moves up and down, and a small hydraulic jack It is possible to cope with it.

また、本実施形態に係る長さ調整機能付き連結部材50において、第1の長尺部材68の一端側、及び第2の長尺部材69の一端側には、互いに垂直をなす一対の軸(ピン57,58)周りに回転可能なジョイント部材53が設けられている。これによって、橋脚2と第1の長尺部材68との間、及び走行ガーダー9と第2の長尺部材69との間の連結部分では、一の軸回りに係る回転のみならず、当該位置の軸と垂直な軸周りにも回転可能となる。すなわち、上下方向の位置調整のみならず、横方向D2への調整も可能である。従って、長さ調整機能付き連結部材50の各構造物に対する連結位置を三次元的に調整することが可能となる。   In the connecting member 50 with a length adjusting function according to the present embodiment, a pair of shafts (vertical shafts) perpendicular to each other are provided on one end side of the first long member 68 and one end side of the second long member 69. A joint member 53 that is rotatable around the pins 57, 58) is provided. As a result, at the connecting portion between the pier 2 and the first elongate member 68 and between the traveling girder 9 and the second elongate member 69, not only the rotation about one axis but also the position. It can also be rotated around an axis perpendicular to the axis. That is, not only the vertical position adjustment but also the horizontal direction D2 adjustment is possible. Accordingly, it is possible to three-dimensionally adjust the connection position of the connecting member 50 with the length adjusting function with respect to each structure.

なお、例えば、従来より建築構造のブレースの長さを調整するためのターンバックルや橋梁の落橋防止装置等が支持構造として知られているが、これらはいずれも本設構造に用いられるものであって、一時的な仮固定をするために、着脱して別な場所に適用できるような用いられ方をするものではない。本実施形態に係る長さ調整機能付き連結部材50は、ボルト・ナットによる着脱とジャッキによる押し広げによって、容易に、且つ確実に張力をかけることができるものである。このように、本実施形態に係る長さ調整機能付き連結部材50は、構造物同士の一時的な固定(仮固定)に極めて最適に用いることができる。また、例えば、並び合う一対の貫通孔を有する部材に対して第1の長尺部材68と第2の長尺部材69を偏心させた状態で挿通し、ナットで固定するような構造を採用した場合、定着部や螺合部に軸引張力の他に曲げが作用する。本実施形態のように、高い軸引張力を要求される連結部材では、当該構造は適用困難である。一方、本実施形態に係る長さ調整機能付き連結部材50では、第1の長尺部材68と第2の長尺部材69は、いずれも中心線CL上に配置されており、部材同士の間に曲げが作用しない。従って、高い軸引張力を要求される部分でも適用可能である。   Note that, for example, turnbuckles and bridge drop prevention devices for adjusting the length of braces of building structures are conventionally known as support structures, but these are all used in the main structure. Therefore, it is not intended to be used so that it can be temporarily attached and detached and applied to another place. The connecting member 50 with a length adjusting function according to the present embodiment can easily and reliably apply tension by attaching and detaching with bolts and nuts and spreading with a jack. Thus, the connecting member 50 with a length adjusting function according to the present embodiment can be used extremely optimally for temporary fixing (temporary fixing) between structures. Further, for example, a structure in which the first long member 68 and the second long member 69 are eccentrically inserted into a member having a pair of through holes arranged side by side and fixed with a nut is adopted. In this case, bending acts on the fixing portion and the screwing portion in addition to the axial tensile force. As in this embodiment, the structure is difficult to apply to a connecting member that requires a high axial tensile force. On the other hand, in the connecting member 50 with the length adjustment function according to the present embodiment, the first long member 68 and the second long member 69 are both disposed on the center line CL, and the members are located between the members. Bending does not work. Therefore, the present invention can be applied to a portion that requires a high axial tensile force.

本発明は、上述の実施形態に限定されるものではない。   The present invention is not limited to the embodiment described above.

例えば、各連結部材27,28の数や位置は特に限定されず、桁架設装置に合わせて適切に設定してよい。桁架設装置の移動途中に連結部材27,28が手延機8などと支障する場合には、連結部材27,28を順次盛り替えていくことも可能である。また、走行ガーダー9と連結部材27,28の連結位置は特に限定されない。また、台座部24を介さなくとも、橋脚2に直接連結部材27,28を連結してもよい。   For example, the number and position of the connecting members 27 and 28 are not particularly limited, and may be appropriately set according to the girder installation device. When the connecting members 27 and 28 interfere with the handbill 8 or the like during the movement of the girder installation device, the connecting members 27 and 28 can be rearranged sequentially. Moreover, the connection position of the traveling girder 9 and the connecting members 27 and 28 is not particularly limited. Further, the connecting members 27 and 28 may be directly connected to the pier 2 without using the pedestal portion 24.

また、長さ調整機構70の構成も限定されず、本発明の趣旨を超えない範囲であらゆる構造を採用することができる。   Further, the configuration of the length adjusting mechanism 70 is not limited, and any structure can be adopted as long as the gist of the present invention is not exceeded.

例えば、第1の長尺部材68が他端側で第1の締付部材71に連結されると共に、第2の長尺部材69が他端側で(第2の締付部材73を貫通して)第3の締付部材に連結されていてよい。この場合、第3の締付部材72を第1の締付部材71に近づけることによって第1の長尺部材68と第2の長尺部材69とを近づけることができる。また、第2の締付部材73と第3の締付部材72との間には、第3の締付部材72の位置を変化させるジャッキ110を配置可能なジャッキ配置部99が形成されていてよい。   For example, the first elongate member 68 is connected to the first fastening member 71 on the other end side, and the second elongate member 69 is inserted on the other end side (through the second fastening member 73). And may be connected to a third fastening member. In this case, the first long member 68 and the second long member 69 can be brought closer by bringing the third fastening member 72 closer to the first fastening member 71. Further, between the second tightening member 73 and the third tightening member 72, a jack disposition portion 99 is formed in which the jack 110 that changes the position of the third tightening member 72 can be disposed. Good.

また、中間長尺部材74が一対以上設けられていてもよい。また、中間長尺部材74や長尺部材68,69と、締付部材71,72,73との間の連結は、締結構造によって行われていなくともよい。例えば長尺部材に径方向に貫通する貫通孔を設け、当該貫通孔にピンを挿入(当該ピンが締付部材71,72,73の座面や平面に引っ掛かる)してもよい。また、このような貫通孔を長手方向に複数カ所に形成することで、長さ調整可能としてもよい。また、強度を確保できる限り、締付部材71,72,73に直接ネジ孔を設けて、各長尺部材68,69,74を直接ネジ止めしてもよい。その他、市販のレバーブロック(登録商標)やチェーンブロックのような連結構造部材を採用してよいが、耐荷力が小さい場合は多数本の連結部材を設置する必要がある。すなわち、この連結部材は、高い耐荷力を比較的容易に設置でき、長さ調整だけでなく必要な分のプレストレス力(緊張力)を与えることも可能である。   Further, a pair of intermediate long members 74 may be provided. Further, the connection between the intermediate long member 74 or the long members 68 and 69 and the fastening members 71, 72, and 73 may not be performed by a fastening structure. For example, a through-hole penetrating in the radial direction may be provided in the long member, and a pin may be inserted into the through-hole (the pin is caught on the seating surface or flat surface of the fastening members 71, 72, 73). Moreover, it is good also as length adjustment being possible by forming such a through-hole in multiple places in a longitudinal direction. Further, as long as the strength can be ensured, the fastening members 71, 72, 73 may be directly provided with screw holes, and the long members 68, 69, 74 may be directly screwed. In addition, a connecting structure member such as a commercially available lever block (registered trademark) or a chain block may be employed. However, when the load resistance is small, it is necessary to install a large number of connecting members. In other words, this connecting member can be installed relatively easily with a high load bearing capacity, and can provide not only the length adjustment but also the necessary prestressing force (tensioning force).

また、上述の実施形態では、第1の締付部材71及び第2の締付部材73と中間長尺部材74とは、締結構造を採用することで連結位置を調整可能な方法で連結されていたが、位置調整不可能な構造で固定されていてもよい。例えば、強度を確保できる限り、溶接やワイヤーであればワイヤーを折り返して締め付けクリップなどによって固定してもよい。   Moreover, in the above-mentioned embodiment, the 1st fastening member 71, the 2nd fastening member 73, and the intermediate | middle elongate member 74 are connected by the method which can adjust a connection position by employ | adopting a fastening structure. However, it may be fixed in a structure that cannot be adjusted. For example, as long as the strength can be secured, the wire may be folded and fixed with a fastening clip or the like if it is welding or a wire.

また、各締付部材と長尺部材(及び中間長尺部材)との連結部分では長尺部材や中間長尺部材を挿通させる貫通孔が設けられていたが、貫通孔でなくともよい。例えば、側面や端面において開口するような溝部であってもよい。また、長尺部材や中間長尺部材の端部を締付部材の外面に突き合わせ、あるいは締付部材に形成された凹状の孔(貫通していない)に挿入して、溶接等で固定してもよい。   Moreover, although the through-hole which penetrates a long member and an intermediate | middle elongate member was provided in the connection part of each fastening member and an elongate member (and intermediate | middle elongate member), it may not be a through-hole. For example, the groove part which opens in a side surface or an end surface may be sufficient. Also, the end of the long member or intermediate long member is abutted against the outer surface of the fastening member, or inserted into a concave hole (not penetrating) formed in the fastening member, and fixed by welding or the like. Also good.

以上、この連結部材の用途としては、桁架設装置を移動させる際の移動方向とは逆向きの反力確保、並びに橋軸方向の耐震性向上を例に説明した。その他の用途としては、桁架設装置の橋軸直角方向の耐震固定や、上り勾配や下り勾配において桁架設装置や部材が滑り出さないように固定することにも適用可能である。また、固定ではなくけん引用に用いることも可能である。なお、この連結部材の適用対象は、桁架設装置には限定されず、一の構造物と他の構造物を連結する場合のあらゆる場面で適用可能である。   As described above, the application of the connecting member has been described by taking as an example securing the reaction force opposite to the moving direction when moving the girder installation device and improving the earthquake resistance in the bridge axis direction. As other applications, it is also possible to apply seismic fixing of the girder erection device in the direction perpendicular to the bridge axis, and to fix the girder erection device and members so that they do not slide out on an ascending or descending slope. It can also be used for citations rather than fixed. In addition, the application object of this connection member is not limited to a girder installation apparatus, It can apply in every scene when connecting one structure and another structure.

1…桁架設装置、2…橋脚、3…桁材、4…前部タワー、6…後部タワー、7…吊ガーダー、8…手延機、9…走行ガーダー、27…前側連結部材、28…後側連結部材、50…長さ調整機能付き連結部材、53…ジョイント部材、68…第1の長尺部材、69…第2の長尺部材、71…第1の締付部材、72…第3の締付部材、73…第2の締付部材、74…中間長尺部材、76,77,78,79…反力用ナット、82,83…ガタツキ防止用ナット、99…ジャッキ配置部。
DESCRIPTION OF SYMBOLS 1 ... Girder construction apparatus, 2 ... Bridge pier, 3 ... Girder material, 4 ... Front tower, 6 ... Rear tower, 7 ... Suspension girder, 8 ... Hand extender, 9 ... Travel girder, 27 ... Front side connection member, 28 ... Rear connecting member 50 ... Connecting member with length adjusting function, 53 ... Joint member, 68 ... First long member, 69 ... Second long member, 71 ... First tightening member, 72 ... First 3 fastening members, 73 ... second fastening member, 74 ... intermediate long member, 76, 77, 78, 79 ... nut for reaction force, 82, 83 ... nut for rattling, 99 ... jack arrangement part.

Claims (5)

第1の構造物と第2の構造物とを連結する、長さ調整機能付き連結部材を用いる支持構造であって、
前記第1の構造物は橋脚であり、
前記第2の構造物は前記橋脚に対して前後方向に移動可能な桁架設装置の走行ガーダーであり、
前記走行ガーダーは、前記橋脚の前側に配置される前側連結部材、及び後側に配置される後側連結部材によって前記橋脚と連結されており、
前記前側連結部材及び前記後側連結部材のうち、少なくとも一方に前記長さ調整機能付き連結部材が用いられており、
前記長さ調整機能付き連結部材は、
一端側が前記第1の構造物に連結されると共に連結方向に延びる第1の長尺部材と、
一端側が前記第2の構造物に連結されると共に前記連結方向に延びる第2の長尺部材と、
前記第1の長尺部材の他端側に配置される第1の締付部材と、
前記第2の長尺部材の他端側に配置される第2の締付部材と、
前記連結方向において、前記第1の締付部材と前記第2の締付部材との間に配置される第3の締付部材と、
少なくとも前記第1の締付部材と前記第2の締付部材との間において前記連結方向に延びると共に、前記第1の締付部材及び前記第2の締付部材に連結される少なくとも一対の中間長尺部材と、を備え、
前記第1の長尺部材は前記他端側で前記第3の締付部材に連結されると共に、前記第2の長尺部材は前記他端側で前記第2の締付部材に連結され、あるいは、前記第1の長尺部材は前記他端側で前記第1の締付部材に連結されると共に、前記第2の長尺部材は前記他端側で前記第3の締付部材に連結され、
前記第3の締付部材は前記中間長尺部材に対して相対的に移動可能であり、
前記中間長尺部材に対する前記第3の締付部材の位置を変化させることによって、長さ調整可能である、支持構造。
A support structure using a connecting member with a length adjusting function for connecting the first structure and the second structure ,
The first structure is a pier;
The second structure is a traveling girder of a girder installation device movable in the front-rear direction with respect to the pier,
The traveling girder is connected to the pier by a front connecting member arranged on the front side of the pier, and a rear connecting member arranged on the rear side,
The connecting member with the length adjusting function is used for at least one of the front connecting member and the rear connecting member ,
The connecting member with the length adjusting function is
A first elongated member having one end side connected to the first structure and extending in the connecting direction;
A second elongate member having one end side connected to the second structure and extending in the connecting direction;
A first fastening member disposed on the other end side of the first long member;
A second fastening member disposed on the other end side of the second elongated member;
A third fastening member disposed between the first fastening member and the second fastening member in the connecting direction;
At least a pair of intermediate members extending in the connecting direction between at least the first fastening member and the second fastening member and connected to the first fastening member and the second fastening member. A long member,
The first long member is connected to the third fastening member on the other end side, and the second long member is connected to the second fastening member on the other end side, Alternatively, the first elongate member is connected to the first fastening member on the other end side, and the second elongate member is connected to the third fastening member on the other end side. And
The third fastening member is movable relative to the intermediate long member;
A support structure capable of adjusting a length by changing a position of the third fastening member with respect to the intermediate long member .
前記長さ調整機能付き連結部材において、前記第1、第2及び第3の締付部材のうちの少なくとも何れかの締付部材と、前記中間長尺部材とは、前記中間長尺部材に形成されたボルト部及びナットによる締結構造によって連結可能である、請求項1に記載の支持構造 In the connecting member with a length adjusting function , at least one of the first, second and third tightening members and the intermediate long member are formed on the intermediate long member. The support structure according to claim 1, wherein the support structure is connectable by a fastening structure including a bolt part and a nut. 前記長さ調整機能付き連結部材において、前記締結構造は、前記何れかの締付部材に対して反力を付与する反力用ナットと、前記反力用ナットとの間で前記何れかの締付部材を挟むガタツキ防止用ナットと、を有する、請求項2に記載の支持構造 In the connecting member with a length adjusting function, the fastening structure may include any one of the fastening members between a reaction force nut that applies a reaction force to any of the fastening members and the reaction force nut. The support structure according to claim 2, further comprising a backlash prevention nut sandwiching the attachment member. 前記長さ調整機能付き連結部材において、前記第1の締付部材と前記第3の締付部材との間、あるいは前記第2の締付部材と前記第3の締付部材との間には、前記第3の締付部材の位置を変化させるジャッキを配置可能なジャッキ配置部が形成されている、請求項1〜3の何れか一項に記載の支持構造 In the connecting member with the length adjusting function, between the first tightening member and the third tightening member or between the second tightening member and the third tightening member. The support structure according to any one of claims 1 to 3, wherein a jack arrangement portion capable of arranging a jack for changing a position of the third fastening member is formed. 前記長さ調整機能付き連結部材において、前記第1の長尺部材の前記一端側、及び前記第2の長尺部材の前記一端側の少なくとも一方には、互いに垂直をなす一対の軸周りに回転可能なジョイント部材が設けられている、請求項1〜4の何れか一項に記載の支持構造 In the connecting member with a length adjustment function , at least one of the one end side of the first elongate member and the one end side of the second elongate member rotates around a pair of axes perpendicular to each other. The support structure according to claim 1, wherein a possible joint member is provided.
JP2013103038A 2013-05-15 2013-05-15 Support structure Active JP6199075B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2013103038A JP6199075B2 (en) 2013-05-15 2013-05-15 Support structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2013103038A JP6199075B2 (en) 2013-05-15 2013-05-15 Support structure

Publications (2)

Publication Number Publication Date
JP2014224353A JP2014224353A (en) 2014-12-04
JP6199075B2 true JP6199075B2 (en) 2017-09-20

Family

ID=52123216

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2013103038A Active JP6199075B2 (en) 2013-05-15 2013-05-15 Support structure

Country Status (1)

Country Link
JP (1) JP6199075B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111910531B (en) * 2020-09-22 2022-03-18 河南省中原奥起实业有限公司 Bridge erecting method
CN113026574B (en) * 2021-04-19 2021-12-14 佛山市中凯路桥工程有限公司 Novel jacking support for highway bridge

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4917183B1 (en) * 1970-02-03 1974-04-27
JPS5349975Y2 (en) * 1976-12-30 1978-11-30
DE2743273C2 (en) * 1977-09-27 1981-04-23 Dyckerhoff & Widmann AG, 8000 München Process for the production of elongated structures, in particular multi-span bridge structures made of reinforced or prestressed concrete
JP3113563B2 (en) * 1995-12-04 2000-12-04 神鋼鋼線工業株式会社 Building connection device
US5960502A (en) * 1997-07-18 1999-10-05 Sherman; Yury Method and mechanism for erection of prefabricated modular deck of viaducts, motorway flyovers and the like
JP2000017614A (en) * 1998-06-30 2000-01-18 Shinko Kosen Kogyo Kk Cable connection method for suspended structures

Also Published As

Publication number Publication date
JP2014224353A (en) 2014-12-04

Similar Documents

Publication Publication Date Title
JP6210453B2 (en) Branch mounting bracket for angle tower
TWI657996B (en) Elevator hoistway working floor device and method for setting elevator hoistway working floor device
JP5314994B2 (en) Parent rope support
JP7762390B2 (en) Welding system and welding method
JP6199075B2 (en) Support structure
JP2009108611A (en) Reinforcing bar installation jig and reinforcing bar installation method
JP4203441B2 (en) Tower crane support device and construction method thereof
JP5997015B2 (en) Shear test device for wall and installation method in shear test device
CN101210417B (en) Two-way Simply Supported Non-torsion Tower Top Tension Anchorage Method of Buckle and Anchor Cable System
JP2010275709A (en) Beam reinforcement method
JP6432786B2 (en) Beam material load bearing structure and beam material repair method
JP5427657B2 (en) Tensile force release device and tension release method
JP4071759B2 (en) Method and apparatus for pushing a suspended cable
JP6144964B2 (en) Temporary structure, fixing method, receiving girder for temporary structure, and laying girder for temporary structure
JP2014181452A (en) Aseismic structure of girder installation device
KR20140023496A (en) Scaffolding apparatus for installing beam and method for installing beam using the same
KR20140006129U (en) Apparatus of transporting for scaffold
WO2013069735A1 (en) Vehicle correction apparatus, and method for fixing vehicle correction apparatus
JP7107862B2 (en) Bridge construction method
JP3666870B1 (en) Material handling method and material handling device
JP2008031653A (en) Pc sleeper joint
JP6975577B2 (en) Elevated structure and its construction method
CN218406120U (en) Roofing photovoltaic module transportation tool
JP4870607B2 (en) Floor slab construction method using cargo handling device and composite floor slab
CN114214960A (en) Prefabricated positioning system for steel beam sections

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20151112

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20160920

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20161004

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20161114

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20170509

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20170623

A911 Transfer to examiner for re-examination before appeal (zenchi)

Free format text: JAPANESE INTERMEDIATE CODE: A911

Effective date: 20170630

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20170822

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20170823

R150 Certificate of patent or registration of utility model

Ref document number: 6199075

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250