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JPS5826442B2 - Bearing device with temporary support - Google Patents
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JPS5826442B2 - Bearing device with temporary support - Google Patents

Bearing device with temporary support

Info

Publication number
JPS5826442B2
JPS5826442B2 JP2012381A JP2012381A JPS5826442B2 JP S5826442 B2 JPS5826442 B2 JP S5826442B2 JP 2012381 A JP2012381 A JP 2012381A JP 2012381 A JP2012381 A JP 2012381A JP S5826442 B2 JPS5826442 B2 JP S5826442B2
Authority
JP
Japan
Prior art keywords
temporary
support device
bridge girder
disposed
pot
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.)
Expired
Application number
JP2012381A
Other languages
Japanese (ja)
Other versions
JPS57137507A (en
Inventor
亘 安部
治郎 伊関
敏之 橘田
恵三 石川
博 多田
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.)
Nippon Kokan Koji KK
Oiresu Kogyo KK
Original Assignee
Nippon Kokan Koji KK
Oiresu Kogyo KK
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 Nippon Kokan Koji KK, Oiresu Kogyo KK filed Critical Nippon Kokan Koji KK
Priority to JP2012381A priority Critical patent/JPS5826442B2/en
Publication of JPS57137507A publication Critical patent/JPS57137507A/en
Publication of JPS5826442B2 publication Critical patent/JPS5826442B2/en
Expired legal-status Critical Current

Links

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  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】 この発明は橋桁の片持架設工法に使用される支承装置、
特に、高さ調整機能を有する仮受体を付帯せしめた支承
装置に関する。
[Detailed Description of the Invention] This invention relates to a support device used in a cantilever construction method for a bridge girder,
In particular, the present invention relates to a support device equipped with a temporary receiver having a height adjustment function.

従来、橋桁の片持架設工法は、第1図に示すように、橋
桁Gを橋台B′の背後に設けられた製作台上で数メート
ルから数十メートルのブロック状に製作する。
Conventionally, in the cantilever erection construction method of a bridge girder, as shown in FIG. 1, the bridge girder G is manufactured in a block shape of several meters to several tens of meters on a manufacturing table provided behind the abutment B'.

また、橋脚Bには、下沓と該下沓上に配されるベアリン
グプレート(支承板)、ローラー、あるいはピンなどに
よりなる可動体と該可動体上に配される上沓との3者か
ら構成され、橋桁Gを恒久的に支持する支承装置Cの上
沓上に、すべり材が配された仮受体を着脱自在に仮固定
せしめて配する。
Pier B has three components: a lower shoe, a movable body such as a bearing plate (support plate), a roller, or a pin placed on the lower shoe, and an upper shoe placed on the movable body. On the upper shoe of the supporting device C which is constructed and permanently supports the bridge girder G, a temporary support body on which a sliding material is arranged is removably temporarily fixed and arranged.

しかる後、橋桁Gを該橋桁Gに手延ガータAを付設して
支承装置C上の仮受体に載荷し、橋桁Gに直接か、もし
くは第2図に示すように橋脚Bに取付けられた押し出し
装置りを用いて、該仮受体上を摺動させて所定位置まで
押し出す。
Thereafter, the bridge girder G was attached with a hand-stretched gutter A, loaded onto a temporary receiver on the support device C, and was attached directly to the bridge girder G or to the pier B as shown in Fig. 2. Using an extrusion device, the temporary receiver is slid on and pushed out to a predetermined position.

そして、押し出し完了時に該橋桁Gにあらかじめ固定さ
れたソールプレートを支承装置Cの上沓を仮受体を撤去
して直接固定するか、あるいは仮受体を連結体と置換し
て固定する方法が採られている。
Then, when the extrusion is completed, the sole plate fixed in advance to the bridge girder G can be directly fixed to the upper shoe of the support device C by removing the temporary support, or alternatively, the temporary support can be replaced with a connecting body and fixed. It is taken.

しかしながら、該架設工法に用いられている支承装置及
びその上に配される仮受体は、複数の橋脚上に配された
該支承装置の高さの不揃い、並びに橋桁の下面の平面度
の狂いになどにより、該橋桁の押し出し架設中に、仮受
体及び支承装置に橋桁の過大な荷重が集中的に作用する
偏よりか生じ、該橋桁法いては橋脚に損傷を生ずる問題
が残されている。
However, the support devices used in this construction method and the temporary supports placed on them are subject to uneven heights of the support devices placed on multiple piers, as well as irregularities in the flatness of the lower surface of the bridge girder. Due to such reasons, during the extrusion erection of the bridge girder, the excessive load of the bridge girder acts intensively on the temporary supports and supporting devices, resulting in unevenness, which causes damage to the bridge piers. There is.

このことは、複数の橋脚上に配されたそれぞれの支承装
置の高さが同一であり、かつ橋桁の下面の平面度が正し
げれば問題ないが、該高さを揃え、かつ平面度を正しく
することは施工上あるいは橋桁の製作上困難である。
This will not be a problem if the heights of the supporting devices placed on multiple piers are the same and the flatness of the lower surface of the bridge girder is correct, but if the heights are the same and the flatness is correct. Getting it right is difficult in terms of construction or bridge girder manufacturing.

したがって、一部の支承装置に高さの不揃い(もしくは
橋桁の下面に平面度の狂い)が生じていると橋桁の捩り
剛性が高いために該支承装置に設計荷重以上の荷重が作
用することになり、上述した問題を生じる本発明はこれ
らの問題点を解決するためになされたもので、その大要
は「支承装置に配されて橋桁を摺接支持する仮受体を、
一方の端面に凹部が形成された鍋状体と該鍋状体の凹部
内に密に収納される膨張ゴム体と該ゴム体に一方の端面
を当接し、他方の端面な一部より突出して配される支圧
板とから構成せしめ、該膨張ゴム体はその内部に空隙部
が形成され、かつ該空隙部には外部と連通ずる接続部が
設けられており、また鍋状体はその凹部と該鍋状体の外
表面とを連通し、かっ該凹部内では膨張ゴム体の接続部
に連なる連通孔が形成されている。
Therefore, if some of the bearing devices have uneven heights (or uneven flatness on the bottom surface of the bridge girder), the torsional rigidity of the bridge girder is high, and a load greater than the design load will act on the bearing device. The present invention, which causes the above-mentioned problems, was made to solve these problems.
A pot-shaped body with a recess formed in one end face, an inflatable rubber body tightly housed in the concave part of the pot-shaped body, and one end face abutting the rubber body and protruding from a part of the other end face. The inflatable rubber body has a cavity formed therein, and the cavity is provided with a connecting part that communicates with the outside, and the pot-shaped body has a concave part and a connecting part that communicates with the outside. A communication hole communicating with the outer surface of the pot-shaped body and connected to the connecting portion of the expandable rubber body is formed in the concave portion of the pot.

そして、該仮受体は鍋状体の他方の端面を上沓に当接し
て支圧板の突出端面を橋桁との摺接支持面に、もしくは
支圧板の突出端面を上沓に当接して鍋状体の他方の端面
を橋桁の摺接支持面にするいずれかの態様で該上沓上に
着脱自在に配され、橋桁の設置時には仮受体を連通孔を
もって互いに連通させ、該連通孔より膨張ゴム体の空隙
部に流動物質を注入して、もしくは注入された該流動物
質を排出して、該膨張ゴム体を膨張、収縮せしめること
によって、仮受体にジヤツキ機能を保有せしめ、支承装
置が所定の支持反力で橋桁を支持するようにした高さ調
整機能を有する仮受体を付帯せしめた支承装置」である
Then, the temporary receiver is made by contacting the other end surface of the pot-shaped body with the upper shoe and the protruding end surface of the pressure plate against the sliding support surface of the bridge girder, or by contacting the protruding end surface of the pressure plate with the upper shoe. The other end surface of the shaped body is used as a sliding support surface for the bridge girder, and is removably arranged on the upper shoe, and when the bridge girder is installed, the temporary supports are communicated with each other through a communication hole, and from the communication hole By injecting a fluid substance into the gap of the inflatable rubber body or discharging the injected fluid substance to expand and contract the inflatable rubber body, the temporary support body is made to have a jacking function, and the support device is This is a support device equipped with a temporary support having a height adjustment function that supports the bridge girder with a predetermined support reaction force.

そして、この支承装置を使用する方法の態様を述べると
、第3図に示すように、前述したジヤツキ機能を保有せ
しめた仮受体を付帯した支承装置Sを一橋脚B上に配し
て一単位とし、各橋脚B毎に該支承装置S上の仮受体を
それぞれポンプEに連結されたパイプFで連通せしめる
か、あるいは第4図に示すように複数の橋脚B上に配さ
れた支承装置S上の仮受体を一定範囲の橋脚B毎に分け
て、もしくは全部をポンプEに連結されたパイプFで連
通せしめて、ポンプEより流動物質をジヤツキ機能を生
じる膨張ゴム体に注入し、もしくは注入した該流動物質
を排出パイプ(図示せず)より排出することによって、
該膨張ゴム体を膨張もしくは収縮させながら仮受体の高
さを調整する。
To describe the aspect of the method of using this support device, as shown in Fig. 3, a support device S equipped with a temporary holder having the above-mentioned jacking function is placed on one pier B, and then unit, and connect the temporary supports on the support device S for each pier B with pipes F connected to pumps E, or as shown in FIG. The temporary receivers on the device S are divided into a certain range of piers B, or all of them are connected through a pipe F connected to a pump E, and the pump E injects a fluid substance into the expanding rubber body that produces the jacking function. or by discharging the injected fluid substance through a discharge pipe (not shown),
The height of the temporary receiver is adjusted while expanding or contracting the expandable rubber body.

そして、この状態でポンプEに連結されたパイプFに設
げられたバルブH(あるいは逆止弁)によって個々の支
承装置S上の仮受体は連通せしめたま〜の状態で一定個
所を閉鎖することによって橋桁Gの下面に平面度の狂い
が生じた場合でも、一部の支承装置Sに過大な荷重が作
用するのを防止する。
Then, in this state, a valve H (or a check valve) provided on a pipe F connected to a pump E closes a certain portion of the temporary receiver on each support device S while keeping them in communication. This prevents an excessive load from acting on some of the supporting devices S even if the flatness of the lower surface of the bridge girder G becomes irregular.

すなわち、支承装置S上の仮受体は連通されているため
、橋桁下面の平面度の狂いにより一部の支承装置Sに過
大な力が作用して該仮受体の高さが減少しても、膨張ゴ
ム体中の流動物質の圧力はすべて同一となり、支承装置
Sはそれぞれ膨張ゴム体の支圧面積に応じた反力を支持
する状態に調整されるため、一部の支承装置Sに過大な
荷重が作用するのを防止して橋桁を押し出すことができ
る。
In other words, since the temporary supports on the support devices S are in communication, an excessive force is applied to some of the support devices S due to the irregularity of the flatness of the lower surface of the bridge girder, and the height of the temporary supports is reduced. However, the pressure of the fluid substance in the inflatable rubber body is all the same, and each support device S is adjusted to support the reaction force according to the bearing pressure area of the inflatable rubber body. Bridge girders can be pushed out while preventing excessive loads from being applied.

しかも、押し出し完了後は支承装置Sの上沓と橋桁Gに
一体に固定されたソールプレートを仮受体を撤去して直
接固定するか、もしくは仮受体を連結体と置換して固定
することによってそのまま恒久的に橋桁Gを支持する。
Moreover, after the extrusion is completed, the sole plate integrally fixed to the upper shoe of the support device S and the bridge girder G can be fixed directly by removing the temporary support, or by replacing the temporary support with a connecting body. The bridge girder G is permanently supported as it is.

以下、本発明の支承装置の実施例を第5図以下の図面に
基づいて詳細に説明する。
Hereinafter, embodiments of the support device of the present invention will be described in detail based on the drawings from FIG. 5 onwards.

1は橋脚B上に配されて橋桁Gを支持する支承装置であ
る。
Reference numeral 1 denotes a support device disposed on the bridge pier B to support the bridge girder G.

該支承装置1は、橋脚Bに固定される下沓2と、該下沓
2上に配され、押し出し完了後に橋桁Gのたわみおよび
伸縮を逃がす可動体3と、該可動体3上に配される上沓
4とから構成されている。
The support device 1 includes a lower shoe 2 fixed to a pier B, a movable body 3 disposed on the lower shoe 2 to release deflection and expansion/contraction of the bridge girder G after completion of extrusion, and a movable body 3 disposed on the movable body 3. It consists of an upper shoe 4.

5は該支承装置の下沓4上に着脱自在に配される仮受体
で、該仮受体5は鍋状体6と膨張ゴム体7と支圧板8と
から構成されている。
Reference numeral 5 denotes a temporary support body which is detachably placed on the lower shoe 4 of the support device, and the temporary support body 5 is composed of a pot-shaped body 6, an inflatable rubber body 7, and a bearing pressure plate 8.

9は下沓2の上面に設けられた凹曲面で、該凹曲面9上
には可動体3を構成するベアリングプレートが配される
Reference numeral 9 denotes a concave curved surface provided on the upper surface of the lower shoe 2, and a bearing plate constituting the movable body 3 is disposed on the concave curved surface 9.

10は該下沓2の橋軸直角方向の両端に設けられた凸出
部で、該凸出部10は凹曲面9を挾み、かつ上方へ突出
して形成されている。
Reference numeral 10 denotes protrusions provided at both ends of the lower shoe 2 in the direction perpendicular to the bridge axis, and the protrusions 10 are formed to sandwich the concave curved surface 9 and protrude upward.

11は上沓4の橋軸直角方向の両端に設けられた段部、
12は該上沓4の橋軸方向の両端に設けられた係止孔で
ある。
11 is a stepped portion provided at both ends of the upper shoe 4 in the direction perpendicular to the bridge axis;
Reference numeral 12 denotes locking holes provided at both ends of the upper shoe 4 in the bridge axis direction.

仮受体5の各部分は以下の構成よりなる。Each part of the temporary receiver 5 has the following configuration.

13は鍋状体6の一方の端面(上面)に設げられた凹部
、14は該鍋状体6の橋軸直角方向の他方の端面(下面
)両端に設けられた凸条部で、該凸条部14は上沓4の
該方向の上面両端に嵌り合うように形成されている。
13 is a recess provided on one end surface (upper surface) of the pot-shaped body 6; 14 is a convex portion provided on both ends of the other end surface (lower surface) of the pot-shaped body 6 in the direction perpendicular to the bridge axis; The protruding stripes 14 are formed to fit on both ends of the upper surface of the upper shoe 4 in this direction.

15,15は該凸条部14に配されたボルトで、該ボル
ト15は鍋状体6を上沓4に着脱自在に仮固定するもの
である。
Numerals 15 and 15 are bolts arranged on the protruding portion 14, and the bolts 15 temporarily fix the pot-shaped body 6 to the upper shoe 4 in a detachable manner.

また、16は鍋状体の凹部13の底面に設けられた固定
孔、17は該固定孔16と鍋状体6の外表面を連通し、
それぞれに開口部を有する連通孔、18は該連通孔17
の外表面側開口部に設けられた螺子部である。
Further, 16 is a fixing hole provided on the bottom surface of the recess 13 of the pot-shaped body, 17 is a communication hole between the fixing hole 16 and the outer surface of the pot-shaped body 6,
Communication holes each having an opening, 18 is the communication hole 17
This is a threaded portion provided in the opening on the outer surface side.

19は膨張ゴム体7の内部に形成された空隙部、20は
該膨張ゴム体7の一方の端面に一端を該端面より突出し
て一体に設けられた接続部で、該接続部20はその中心
に空隙部19と連通ずる注入孔21が設けられている。
19 is a gap formed inside the inflatable rubber body 7; 20 is a connecting portion integrally provided on one end surface of the inflatable rubber body 7 with one end protruding from the end surface; An injection hole 21 communicating with the cavity 19 is provided in the hole 21 .

22は支圧板8の一方の端面周縁に形成された凸曲面、
23は該支圧板8の他方の端面に嵌着して配されたすべ
り材である。
22 is a convex curved surface formed on the periphery of one end surface of the bearing pressure plate 8;
Reference numeral 23 denotes a sliding member fitted onto the other end surface of the bearing pressure plate 8.

24は橋桁Gと仮受体の支圧板8との間に配された摺接
片、25は仮受体の鍋状体6に設けた連通孔螺子部18
に螺着されたパイプで、該パイプ25はそれぞれの仮受
体5を連通ずるとともに他端はポンプ(該実施例図では
図示せず)に連結されている。
24 is a sliding contact piece arranged between the bridge girder G and the bearing plate 8 of the temporary receiver, and 25 is a communicating hole screw portion 18 provided in the pot-shaped body 6 of the temporary receiver.
The pipe 25 communicates with each temporary receiver 5, and the other end is connected to a pump (not shown in the embodiment).

26は流動物質で、該流動物質26はポンプより仮受体
5を構成する膨張ゴム体の空隙部19に注入される。
Reference numeral 26 denotes a fluid substance, and the fluid substance 26 is injected into the cavity 19 of the expandable rubber body constituting the temporary receiver 5 by a pump.

27は下沓2を橋脚Bに固定するアンカーボルト、28
は該下沓の凸出部10にボルトなどによって固定され、
上沓の段部11を上下方向に係止するフック状のサイド
ブロックである。
27 is an anchor bolt that fixes the lower shoe 2 to the pier B, 28
is fixed to the protrusion 10 of the lower shoe with a bolt or the like,
This is a hook-shaped side block that locks the stepped portion 11 of the upper shoe in the vertical direction.

29は橋桁Gの製作時にあらかじめアンカーボルト30
で固定されるソールプレートで、該ソールプレート29
は押し出し完了後に支承装置1と合致する位置にその下
面を該橋桁Gの下面と同一面にして固定されている。
29 is an anchor bolt 30 in advance when manufacturing the bridge girder G.
with a sole plate fixed to the sole plate 29.
is fixed at a position that matches the support device 1 after completion of extrusion, with its lower surface flush with the lower surface of the bridge girder G.

31は該ソールプレート29の橋軸方向の下面両端に形
成されたボルト孔で、該ボルト孔31は上沓の係止孔1
2と合致するように設けられている。
Reference numeral 31 denotes bolt holes formed at both ends of the lower surface of the sole plate 29 in the bridge axis direction, and the bolt holes 31 are connected to the locking holes 1 of the upper shoe.
It is set to match 2.

32は該ソールプレート29の下面にボルト孔31とは
別個に設けられた連結ボルト孔である。
Reference numeral 32 denotes a connecting bolt hole provided on the lower surface of the sole plate 29 separately from the bolt hole 31.

33は連結体で、該連結体33はその橋軸方向の両端に
ソールプレートのボルト孔31と上沓の係止孔12に合
致する貫通孔34が、また橋軸直角方向の下面両端に該
方向の上沓4の上面両端に嵌り合う係合凸条部35が形
成されている。
Reference numeral 33 denotes a connecting body, and the connecting body 33 has through holes 34 at both ends in the bridge axis direction that match the bolt holes 31 of the sole plate and the locking holes 12 of the upper shoe, and at both ends of the lower surface in the direction perpendicular to the bridge axis. Engagement protrusions 35 are formed to fit on both ends of the upper surface of the upper shoe 4 in the direction.

36は該連結体33に貫通孔34とは別個に設けられた
係合孔で、該係合孔36はソールプレートの連結ボルト
孔32と合致するように形成されている。
Reference numeral 36 denotes an engagement hole provided in the connecting body 33 separately from the through hole 34, and the engagement hole 36 is formed to match the connection bolt hole 32 of the sole plate.

37は上下沓2,4間に配された係止片で、該係止片3
7は押し出し時の可動体3及び上沓4の橋軸方向への動
きを規制せしめるものである。
37 is a locking piece arranged between the upper and lower shoes 2 and 4;
Reference numeral 7 restricts the movement of the movable body 3 and the upper shoe 4 in the direction of the bridge axis during extrusion.

そして本発明の仮受体付き支承装置1は以下のように組
立て、構成される。
The temporary support device 1 of the present invention is assembled and configured as follows.

すなわち、下沓2上に可動体3いわゆるベアリングプレ
ートを配し、かつ該ベアリングプレート上に上沓4配す
るとともに該上下沓2,4間に係止片37をベアリング
フレートおよび上沓4が橋軸方向に移動しないように組
み立てる。
That is, a movable body 3, so-called a bearing plate, is arranged on the lower shoe 2, and an upper shoe 4 is arranged on the bearing plate, and a locking piece 37 is installed between the upper and lower shoes 2, 4 so that the bearing plate and the upper shoe 4 are bridges. Assemble so that it does not move in the axial direction.

しかる後、該上沓4上に仮受体5を仮固定、すなわち鍋
状体の凹部13に膨張ゴム体7を該凹部底面に設けた固
定孔16に該ゴム体7より突出した接続部20を、該接
続部の注入孔21と鍋状体の連通孔17が合致するよう
に嵌合して密に収納せしめる。
After that, the temporary receiver 5 is temporarily fixed on the upper shoe 4, that is, the expansion rubber body 7 is placed in the recess 13 of the pot-shaped body, and the connecting portion 20 protruding from the rubber body 7 is inserted into the fixing hole 16 provided on the bottom of the recess. are fitted so that the injection hole 21 of the connection part and the communication hole 17 of the pot-shaped body match and are tightly housed.

そして支圧板8を該ゴム体7に周縁に凸曲面22が形成
された端面なゴム体7を密閉するように当接させ、すべ
り材23が配された面を鍋状体の凹部13より突出させ
て配した仮受体5を鍋状体の凸条部14を上沓4の橋軸
方向の両端に嵌合し、かつボルト15を螺着して着脱自
在に仮固定することによって構成される。
Then, the bearing pressure plate 8 is brought into contact with the rubber body 7, which is an end surface having a convex curved surface 22 formed on the periphery thereof, so as to seal it, and the surface on which the sliding material 23 is arranged protrudes from the concave portion 13 of the pot-shaped body. It is constructed by fitting the protruding strips 14 of the pot-shaped body to both ends of the upper shoe 4 in the bridge axis direction, and temporarily fixing the temporary receiver 5 arranged in a removable manner by screwing bolts 15. Ru.

以下、このように構成した支承装置を用いて橋桁Gを架
設する方法について述べる。
Hereinafter, a method for constructing the bridge girder G using the support device configured as described above will be described.

囚まず支承装置1を複数個橋脚B上に下沓2をアンカー
ボルト27で固定して配する。
A plurality of supporting devices 1 are placed on a pier B with lower shoes 2 fixed with anchor bolts 27 without any restrictions.

(B)次いで、それぞれの橋脚Bに配された支承装置の
仮受体5を一橋脚毎(あるいは一定範囲の橋脚毎もしく
は全橋脚とも)に該仮受体5の鍋状体連通孔17に設け
た螺子部18にポンプに連結されたパイプbを螺着して
仮受体5を連通せしめる。
(B) Next, the temporary receivers 5 of the supporting devices arranged on each pier B are inserted into the pot-like body communication hole 17 of the temporary receivers 5 for each pier (or for each pier in a certain range, or for all the piers). A pipe b connected to the pump is screwed onto the provided threaded portion 18 to connect the temporary receiver 5.

(C)この状態でポンプを作動せしめることによって該
仮受体5の高さを調整、すなわちポンプより流動物質2
6をパイプ25および連通孔17を通して膨張ゴム体の
空隙部19にその接続部注入孔21より注入、もしくは
注入せしめた該流動物質26を排出することによって、
該ゴム体7の膨張、収縮で支圧板Bを上下させて、その
高さを調整する。
(C) In this state, the height of the temporary receptor 5 is adjusted by operating the pump.
6 through the pipe 25 and the communication hole 17 into the cavity 19 of the expanded rubber body from the connection injection hole 21, or by discharging the fluid substance 26 that has been injected.
The bearing pressure plate B is moved up and down by the expansion and contraction of the rubber body 7 to adjust its height.

(D)シかる後、仮受体5を連通せしめた状態でパイプ
25に配されたバルブ(該実施例図では図示せず)を閉
鎖する。
(D) After the transfer, the valve (not shown in the embodiment diagram) disposed on the pipe 25 is closed while the temporary receiver 5 is kept in communication.

(E)この状態で支承装置1上に橋台の背後で製作され
た橋桁Gを摺接片24を介して載荷せしめて、該橋桁G
を摺接片24と仮受体の支圧板8に配されたすべり材2
3との摺接で前方(図中矢印方向)に連続的に、あらか
じめ橋桁Gに固定されたソールプレート29が定められ
た支承装置1と合致する近傍まで押し出す。
(E) In this state, load the bridge girder G manufactured behind the abutment onto the support device 1 via the sliding contact piece 24, and
The sliding material 2 arranged on the sliding contact piece 24 and the bearing plate 8 of the temporary receiver
3, the sole plate 29 is continuously pushed forward (in the direction of the arrow in the figure) to the vicinity where the sole plate 29, which has been fixed in advance to the bridge girder G, matches the predetermined support device 1.

(F)そして、該ソールプレート29が所定位置に達し
た時点でソールプレート29に連結体33を該連結体の
係合凸条部35が上沓4の橋軸直角方向の側面に嵌合す
るように、その係合孔36に配したボルトをソールフレ
ートの連結ボルト孔32に螺着して、該ソールプレート
29と連結部材33を一体に固定する。
(F) Then, when the sole plate 29 reaches a predetermined position, the connecting body 33 is attached to the sole plate 29 so that the engagement protrusion 35 of the connecting body fits into the side surface of the upper shoe 4 in the direction perpendicular to the bridge axis. The bolt disposed in the engagement hole 36 is screwed into the connection bolt hole 32 of the sole plate, thereby fixing the sole plate 29 and the connection member 33 together.

(G)シかる後、仮受体5を上沓4に固定したボルト1
5を除去して、橋桁Gを再び押し出すことによって仮受
体5と連結体33を該連結体33で仮受体5を押し出し
て置換せしめる。
(G) Bolt 1 that fixed the temporary support 5 to the upper shoe 4 after being attached
5 is removed and the bridge girder G is pushed out again, thereby replacing the temporary receiver 5 and the connecting body 33 by pushing out the temporary receiver 5 with the connecting body 33.

次いで、上沓の係止孔12及び該連結体の貫通孔34に
嵌挿されたボルトをソールプレートのボルト孔31に螺
着して、該上沓4とソールプレート29を連結体33を
介して固定する。
Next, the bolts inserted into the locking holes 12 of the upper shoe and the through holes 34 of the connecting body are screwed into the bolt holes 31 of the sole plate, and the upper shoe 4 and the sole plate 29 are connected through the connecting body 33. and fix it.

(H)そして、該固定が完了した時点で上下沓2,4間
に配されベアリングプレート及び上沓4の橋軸方向の動
きを規制した係止片37を除去することによって架設が
完了するものである。
(H) When the fixation is completed, the construction is completed by removing the locking piece 37 placed between the upper and lower shoes 2 and 4 that restricts the movement of the bearing plate and the upper shoe 4 in the bridge axis direction. It is.

ここで、橋桁Gの押し出し時に該橋桁Gと仮受体の支圧
板8間に押し出しが円滑に行われるように、該支圧板8
にすべり材23を配し、該すべり材23上に摺接片24
を介在せしめる態様としたが、すべり材23を配するこ
となく支圧板8を潤滑性にすぐれる金属材料より構成し
てもよく、また別途にすべり材23を支圧板8と摺接す
るように挿入してもその効果に差はなく該態様は限定さ
れるものではない。
Here, in order to smoothly extrude between the bridge girder G and the bearing pressure plate 8 of the temporary receiver, the bearing pressure plate 8 is
A sliding material 23 is placed on the sliding material 23, and a sliding contact piece 24 is placed on the sliding material 23.
However, the bearing plate 8 may be made of a metal material with excellent lubricity without providing the sliding member 23, or the sliding member 23 may be inserted separately so as to be in sliding contact with the bearing pressure plate 8. However, there is no difference in the effect, and the embodiment is not limited.

更に、橋桁Gとすべり材23間に介在せしめた摺接片2
4も橋桁Gの下面に一体的に平滑層を形成せしめること
により不要とする態様も採れるものである。
Furthermore, a sliding contact piece 2 interposed between the bridge girder G and the sliding member 23
4 can also be omitted by integrally forming a smooth layer on the lower surface of the bridge girder G.

また、上下沓2,4間に配される可動体3に押し出し完
了後にすべりによって、橋桁の伸縮、たわみなどの変位
を逃がすベアリングプレートを用いた態様を示したが、
ベアリングプレートに限らず同様の機能を有する他の部
材、たとえば転勤によって該変位を逃がすローラー、ピ
ン並びにこれらの組み合せ体なども用いることができる
ものである。
In addition, an embodiment is shown in which a bearing plate is used in the movable body 3 disposed between the upper and lower shoes 2 and 4 to release displacement such as expansion/contraction and deflection of the bridge girder by sliding after completion of extrusion.
Not only the bearing plate but also other members having the same function, such as rollers, pins, and combinations thereof, which release the displacement by rolling, can also be used.

この様にジヤツキ機能を生じる膨張ゴム体7を保有せし
めた仮受体5を配して支承装置1を構成し、橋桁Gを該
支承装置1上で押し出すことにより、橋桁Gの下面に平
面度の狂いが生じても該支承装置1上の仮受体5がその
膨張ゴム体7に注入せしめた流動物質26をそれぞれ連
通して橋桁Gを支持しているため、一部の支承装置1に
過大な荷重が作用して、その内圧が高まろうとしてもそ
の圧力はパイプ25で連通された他の支承装置1上に配
された仮受体の膨張ゴム体7に分散され、個々の支承装
置1、いわゆる仮受体5は常に所定の内圧を保つように
調整されるものである。
In this way, by arranging the temporary receiver 5 holding the inflated rubber body 7 that produces the jacking function and configuring the support device 1, and pushing out the bridge girder G on the support device 1, the lower surface of the bridge girder G has flatness. Even if a deviation occurs, the temporary receivers 5 on the supporting device 1 support the bridge girder G by communicating the fluid substance 26 injected into the expandable rubber body 7, so that some of the supporting devices 1 Even if an excessive load is applied and the internal pressure attempts to increase, the pressure will be dispersed to the expansion rubber body 7 of the temporary support placed on the other support device 1 communicated with the pipe 25, and The device 1, the so-called temporary receiver 5, is adjusted to maintain a predetermined internal pressure at all times.

また押し出し完了時の仮受体5の撤去も連結体33と置
換することによって橋桁Gを押し出しながら行えるため
作業性が向上するものである。
Moreover, when the extrusion is completed, the temporary receiver 5 can be removed while extruding the bridge girder G by replacing it with the connecting body 33, thereby improving work efficiency.

本実施例において、押し出し完了時の支承装置の上沓4
と橋桁Gに固定されたソールプレート29の固定は作業
性を考慮して連結体33を介する態様としたが、連結体
33を用いずに所定位置に達した時点で橋桁Gを扛上し
て仮受体5を撤去し、該撤去後橋桁Gを扛下して上沓4
上に直接ソールプレート29を載置して固定する態様で
もよいものである。
In this embodiment, the upper shoe 4 of the support device upon completion of extrusion
The sole plate 29 fixed to the bridge girder G was fixed via the connecting body 33 in consideration of workability, but the bridge girder G was lifted up when it reached a predetermined position without using the connecting body 33. The temporary support body 5 is removed, and after the removal, the bridge girder G is taken down and the upper shoe 4 is removed.
Alternatively, the sole plate 29 may be directly placed and fixed thereon.

また、仮受体5を構成する鍋状体凹部13の底面に連通
孔17の一端が開口する態様について述べたが、連通孔
17の凹部13内における開口部は該凹部13の立壁で
もよい。
Furthermore, although a mode has been described in which one end of the communication hole 17 opens at the bottom surface of the pot-shaped body recess 13 constituting the temporary receiver 5, the opening in the recess 13 of the communication hole 17 may be a vertical wall of the recess 13.

この場合、膨張ゴム体7の接続部20も該連通孔17の
開口部と合致する位置に形成されるものである。
In this case, the connecting portion 20 of the inflatable rubber body 7 is also formed at a position that matches the opening of the communicating hole 17.

更に、仮受体1を連通するパイプ25は鍋状体6に設け
た連通孔螺子部18に螺着せしめたが、膨張ゴム体7の
接続部20に螺子部を形成してパイプ25を直接該ゴム
体7に連結する態様も可能である。
Furthermore, although the pipe 25 that communicates the temporary receiver 1 is screwed into the threaded part 18 of the communication hole provided in the pan-shaped body 6, a threaded part is formed in the connecting part 20 of the inflatable rubber body 7 to connect the pipe 25 directly. A mode in which it is connected to the rubber body 7 is also possible.

また、支承装置1の上沓4上に仮受体5をその鍋状体6
を当接載置せしめて仮固定し、支圧板8で橋桁Gを摺接
支持せしめる態様としたが、支圧板8に該支承装置の上
沓4への仮固定手段を設げて、該支圧板8を上沓4に仮
固定し、鍋状体6で橋桁Gを摺接支持せしめるいわゆる
逆の態様としてもよく、その効果に差は生じないもので
ある。
Additionally, the temporary support 5 is placed on the upper shoe 4 of the support device 1, and its pot-shaped body 6 is placed on the upper shoe 4 of the support device 1.
The bridge girder G is slidably supported by the support plate 8 by being placed in contact with it and temporarily fixed. The pressure plate 8 may be temporarily fixed to the upper shoe 4, and the bridge girder G may be slidably supported by the pot-shaped body 6, which is a so-called reverse mode, and there will be no difference in the effect.

なお、本発明の膨張ゴム体の特性についで記す。In addition, the characteristics of the expanded rubber body of the present invention will be described next.

すなわち、鍋状体の外径を340mm1厚さを65mm
とし、該鍋状体の凹部に収容される膨張ゴム体の外径を
240mm、厚さを20mm(内外厚それぞれ5及び1
5mm)及び該膨張ゴム体に支圧板を当接した支承装置
は、300kg/d以上の耐圧力を示し、300kg/
cytでは油漏れ等の何らの異状もなく、130tの出
力を示した。
In other words, the outer diameter of the pot-shaped body is 340 mm and the thickness is 65 mm.
The outer diameter of the expanded rubber body accommodated in the recess of the pot-shaped body is 240 mm, and the thickness is 20 mm (the inner and outer thicknesses are 5 and 1 mm, respectively).
5mm) and the bearing device in which the bearing pressure plate is in contact with the expanded rubber body exhibits a pressure resistance of 300 kg/d or more, and the bearing device has a pressure resistance of 300 kg/d or more.
cyt showed an output of 130 tons without any abnormalities such as oil leakage.

また、膨張ゴム体の許容ストローク(ゴム材の許容最大
変形率を200%として)は27間となり、十分に使用
に耐えるものである。
Further, the allowable stroke of the expanded rubber body (assuming the maximum allowable deformation rate of the rubber material is 200%) is 27 strokes, which is sufficient for use.

本発明は上述の構成よりなり、橋桁の押し出し時に支承
装置の高さ調整を容易にでき、かつ橋桁の平面度の狂い
によって一部の支承装置に過大な荷動が作用しようとし
ても、ジヤツキ機能を保有した仮受体によってその支持
反力が同一となるように調整されるため、一部の支承装
置並びに橋桁及び橋脚の損傷を防止でき、また押し出し
完了後の橋桁との固定も容易に行えるなど多大な効果を
有するものである。
The present invention has the above-mentioned configuration, and can easily adjust the height of the support device when pushing out the bridge girder, and has a jacking function even if an excessive load movement is applied to some of the support devices due to irregularity of the flatness of the bridge girder. Since the support reaction force is adjusted to be the same by the temporary support holding the bridge, it is possible to prevent damage to some of the bearing devices, bridge girders, and piers, and it is also easy to fix to the bridge girder after extrusion is completed. It has many effects such as:

すなわち、 ■ 橋脚上に恒久固定される種々の支承装置(例えばロ
ーラ支承なと)の上沓上に着脱容易でかつ高さ調整機能
を有する仮受体を配するため橋脚上面の水平度の狂いの
問題はない。
In other words: - Temporary supports that are easily attached and detached and have a height adjustment function are placed on the upper shoes of various supporting devices (e.g. roller bearings) that are permanently fixed on the pier, so the levelness of the top surface of the pier is not corrected. There is no problem.

加えて、該支承装置を種々の形式(例えば、ローラ支承
、など)とすることができる。
Additionally, the bearing device can be of various types (eg, roller bearing, etc.).

■ 橋桁を押し出す際、橋桁下面の平面度の狂いから牢
する橋桁の偏よりは、各仮受体の膨張ゴム体内の内圧調
整機能に伴う高さ調整作用により補償され、橋桁の荷重
は常時仮受体を介して各支承装置に均等に分配され、橋
桁を均等に支えるので、橋桁の損傷がなく、また、支承
装置の損傷もない。
■ When pushing out a bridge girder, the bias of the bridge girder due to the uneven flatness of the lower surface of the bridge girder is compensated for by the height adjustment effect associated with the internal pressure adjustment function in the expansion rubber body of each temporary support, and the load on the bridge girder is always temporarily maintained. Since it is evenly distributed to each support device via the receiver and evenly supports the bridge girder, there is no damage to the bridge girder and no damage to the support device.

■ 橋桁の押出し時、橋桁に生ずる振動及びたわみ等は
、仮受体の膨張ゴム体により吸収され、橋桁に悪影響を
及ぼすことはない。
■ Vibrations and deflections that occur in the bridge girder when extruding the bridge girder are absorbed by the expanded rubber bodies of the temporary receivers and do not have any adverse effect on the bridge girder.

■ 仮受体と連結体との置換に際して、本仮受体は高さ
調整機能を有するので、置換は円滑に行われる。
(2) When replacing the temporary receiver with the connecting body, the temporary receiver has a height adjustment function, so the replacement can be performed smoothly.

すなわち、仮に連結体と仮受体とが高低上のそごが生じ
、衝接する場合、仮受体の高さを増大し修正することが
できる。
That is, if a height difference occurs between the connecting body and the temporary receiver and they collide, the height of the temporary receiver can be increased and corrected.

■ 本仮受体は組立て、分解が容易であり、部品数も多
くないので、保守・維持に便利である。
■ This temporary receiver is easy to assemble and disassemble, and there are not many parts, so it is convenient for maintenance and maintenance.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図及び第2図は、従来の橋桁の片持架設工法の説明
図、第3図及び第4図は、本発明の高さ調整機能を有す
る仮受体を付帯せしめた支承装置を用いた橋桁の片持架
設工法の説明図、第5図及び第6図は、本発明の高さ調
整機能を有する仮受体を付帯せしめた支承装置を示す一
部縦断正面及び側面図、第7図及び第8図は、押し出し
完了後の支承装置を示す側面及び正面図である。 1・・・・・・支承装置、2・・曲下沓、3・曲・可動
体、4・・・・・・上沓、5・・・・・・仮受体、6・
・曲調状体、7・・・・・・膨張ゴム体、8・・曲支圧
板、13・・曲回部、17・・・・・・連通孔、19・
・・・・・空隙部、2o・・曲接続部、26・・・・・
・流動物質。
Figures 1 and 2 are explanatory diagrams of the conventional cantilever erection construction method for bridge girders, and Figures 3 and 4 are diagrams showing the use of a support device attached with a temporary support having a height adjustment function according to the present invention. Figures 5 and 6 are explanatory diagrams of the cantilever construction method for the bridge girder, and Figures 7 and 6 are partially longitudinal front and side views showing a support device attached with a temporary support having a height adjustment function of the present invention. Figures 8 and 8 are side and front views showing the support device after extrusion is completed. 1... Support device, 2... Curved lower shoe, 3... Curved/movable body, 4... Upper shoe, 5... Temporary receiver, 6.
- Curved body, 7... Expanded rubber body, 8... Curved bearing pressure plate, 13... Curved part, 17... Communication hole, 19...
...Gap, 2o...Curved connection, 26...
・Fluid substances.

Claims (1)

【特許請求の範囲】 1 橋脚B上に複数個配されて橋桁Gを摺接支持する仮
受体5を有する支承装置1において、支承装置1は橋脚
Bに固定される下沓2と該下沓上に配される可動体3と
該可動体上に配される上沓4とからなり、 上記支承装置1の上沓4上に配される仮受体5は、一方
の端面に凹部13が形成された鍋状体6と該鍋状体の凹
部内に密に収納される膨張ゴム体7と該ゴム体に一方の
端面を当接し、他方の端面を凹部13より突出して配さ
れる支圧板8とから構成されてなり、 上記膨張ゴム体7は、その内部に空隙部19が形成され
、かつ、該空隙部19には外部と連通ずる接続部20が
設けられ、 上記鍋状体6は、その凹部13と該鍋状体の外表面とを
連通し、かつ該凹部13内では前記膨張ゴム体の接続部
20に連なる連通孔17が形成され、 該仮受体5は支承装置の上沓4上に着脱自在に配されて
なる、 仮受体を有する支承装置。 2 仮受体5は、鍋状体6の凹部13が形成されない他
方の端面を支承装置1の下沓4に当接し、支圧板8の突
出端面を橋桁Gの摺接支持面にした、特許請求の範囲第
1項に記載の仮受体を有する支承装置。 3 仮受体5は、支圧板8の突出端面を支承装置1の上
沓4に当接し、鍋状体6の凹部13が形成されない他方
の端面を橋桁Gの摺接支持面にした、特許請求の範囲第
1項に記載の仮受体を有する支承装置。 4 支圧板8は、上面にすべり材23を保持して橋桁G
を特徴とする 特許請求の範囲第2項に記載の仮受体を有する支承装置
。 5 鍋状体6は、上面にすべり材を保持して橋桁Gを特
徴とする 特許請求の範囲第3項に記載の仮受体を有する支承装置
。 6 下沓2上に配される可動体3が自己潤滑性を付与し
たベアリングプレートである、 特許請求の範囲第1項ないし第5項のいずれかに記載の
仮受体を有する支承装置。 7 下沓2上に配される可動体3がローラーの転動体で
ある、 特許請求の範囲第1項ないし第5項のいずれかに記載の
仮受体を有する支承装置。 8 下沓2上に配される可動体3がゴム板に低摩擦すべ
り材を配したたわみすべり材である、特許請求の範囲第
1項ないし第5項のいずれかに記載の仮受体を有する支
承装置。 9 下沓2上に配される可動体3がピン軸まわりに傾動
するヒンジ体である、 特許請求の範囲第1項ないし第5項のいずれかに記載の
仮受体を有する支承装置。
[Scope of Claims] 1. In a support device 1 having a plurality of temporary supports 5 disposed on a pier B and slidingly supporting a bridge girder G, the support device 1 has a lower shoe 2 fixed to the pier B and a lower shoe 2 fixed to the pier B Consisting of a movable body 3 disposed on a shoe and an upper shoe 4 disposed on the movable body, a temporary receiving body 5 disposed on the upper shoe 4 of the support device 1 has a recess 13 on one end surface. A pot-shaped body 6 formed with an inflatable rubber body 7 that is tightly housed in a recess of the pot-shaped body, and an inflatable rubber body 7 that is disposed with one end surface in contact with the rubber body and the other end surface protruding from the recess 13. The expansion rubber body 7 has a cavity 19 formed therein, and the cavity 19 is provided with a connecting part 20 that communicates with the outside, and the pan-shaped body 6 communicates the recess 13 with the outer surface of the pot-shaped body, and a communication hole 17 is formed in the recess 13 that connects to the connection part 20 of the expandable rubber body, and the temporary receiving body 5 is a supporting device. A support device having a temporary receiving body, which is detachably arranged on the upper shoe 4 of. 2. The temporary receiver 5 has the other end surface of the pot-shaped body 6 where the recess 13 is not formed in contact with the lower shoe 4 of the support device 1, and the protruding end surface of the bearing pressure plate 8 is the sliding support surface of the bridge girder G, as disclosed in the patent. A support device having a temporary receiver according to claim 1. 3 The temporary support body 5 has a patent in which the protruding end surface of the bearing pressure plate 8 is brought into contact with the upper shoe 4 of the support device 1, and the other end surface of the pot-shaped body 6 where the recess 13 is not formed is the sliding support surface of the bridge girder G. A support device having a temporary receiver according to claim 1. 4 The bearing plate 8 holds the sliding material 23 on the upper surface and supports the bridge girder G.
A support device having a temporary receptacle according to claim 2. 5. A support device having a temporary receiver according to claim 3, wherein the pot-shaped body 6 has a bridge girder G holding a sliding member on its upper surface. 6. A support device having a temporary receiver according to any one of claims 1 to 5, wherein the movable body 3 disposed on the lower shoe 2 is a bearing plate with self-lubricating properties. 7. A support device having a temporary receiver according to any one of claims 1 to 5, wherein the movable body 3 disposed on the lower shoe 2 is a rolling element of a roller. 8. The temporary receiver according to any one of claims 1 to 5, wherein the movable body 3 disposed on the lower shoe 2 is a flexible sliding material in which a low-friction sliding material is arranged on a rubber plate. bearing device with. 9. A support device having a temporary receiving body according to any one of claims 1 to 5, wherein the movable body 3 disposed on the lower shoe 2 is a hinge body that tilts around a pin axis.
JP2012381A 1981-02-16 1981-02-16 Bearing device with temporary support Expired JPS5826442B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2012381A JPS5826442B2 (en) 1981-02-16 1981-02-16 Bearing device with temporary support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2012381A JPS5826442B2 (en) 1981-02-16 1981-02-16 Bearing device with temporary support

Publications (2)

Publication Number Publication Date
JPS57137507A JPS57137507A (en) 1982-08-25
JPS5826442B2 true JPS5826442B2 (en) 1983-06-02

Family

ID=12018338

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2012381A Expired JPS5826442B2 (en) 1981-02-16 1981-02-16 Bearing device with temporary support

Country Status (1)

Country Link
JP (1) JPS5826442B2 (en)

Also Published As

Publication number Publication date
JPS57137507A (en) 1982-08-25

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