JP2568979B2 - Heavy column mounting equipment - Google Patents
Heavy column mounting equipmentInfo
- Publication number
- JP2568979B2 JP2568979B2 JP5342094A JP34209493A JP2568979B2 JP 2568979 B2 JP2568979 B2 JP 2568979B2 JP 5342094 A JP5342094 A JP 5342094A JP 34209493 A JP34209493 A JP 34209493A JP 2568979 B2 JP2568979 B2 JP 2568979B2
- Authority
- JP
- Japan
- Prior art keywords
- column
- heavy
- base
- support
- heavy column
- 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 - Fee Related
Links
- 239000000463 material Substances 0.000 claims description 21
- 230000007246 mechanism Effects 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 238000000034 method Methods 0.000 description 5
- 239000004567 concrete Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000009428 plumbing Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は、重量柱材の建て込み
装置に関するものであり、一層詳細には、プレキャスト
コンクリート製柱材(PC柱)を建て込む際などに好適
に使用される建て込み装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for laying heavy pillars, and more particularly to a laying apparatus suitably used for laying precast concrete pillars (PC pillars). It concerns the device.
【0002】[0002]
【従来の技術および発明が解決すべき課題】従来より、
建築建屋におけるプレハブ鉄骨柱は、この鉄骨柱の下端
部を支点にして柱頭部をトラッククレーンなどにより吊
上げ、立て起こして架設(建て込み)を行っており、こ
の立て起こしの際に地面に接する鉄骨柱の下端部が汚れ
たり、ベースプレートが損傷したりすることのないよう
に地面に合板などを敷設して立て起こし作業を行ってい
る。2. Description of the Related Art
A prefabricated steel column in a building is constructed by raising and lowering the column head with a truck crane, etc. using the lower end of the steel column as a fulcrum. Plywood or the like is laid on the ground so that the lower end of the pillar is not stained or the base plate is not damaged.
【0003】ところで、重量も比較的軽く取扱いも容易
な鉄骨柱にはこのような建て込み方法を用いることがで
きるが、大重量の柱材の場合は立て起こし時に地面との
接地部分がその自重によって損傷する可能性が大きいな
どの理由から採用されていない。[0003] By the way, such a mounting method can be used for a steel column which is relatively light in weight and easy to handle, but in the case of a heavy column, the ground contact portion with the ground at the time of erecting its own weight. It is not adopted because it is likely to be damaged due to.
【0004】このような事情から、鉄骨構造のみでは耐
力不足となるような構造物や、大きな鉛直荷重が作用す
るような構造物では、建て込んだ鉄骨柱にコンクリート
を巻いて鉄骨補強コンクリート構造としたり、あるい
は、場所打ち鉄筋コンクリート構造が採用されている。[0004] Under these circumstances, in a structure in which the steel structure alone is insufficient in yield strength or a structure in which a large vertical load acts, concrete is wound around a built-in steel column to form a steel-reinforced concrete structure. Cast-in or cast-in-place reinforced concrete structures are employed.
【0005】一方では、現場施工の省力化などの面で優
れている大重量のプレキャストコンクリート製柱(PC
柱)の建て込みに前述のような方法が採用できれば、建
て込み作業の効率を飛躍的に向上できるため、このよう
な建て込み作業を簡便に行うことのできる装置の出現が
待望されていた。[0005] On the other hand, a heavy-weight precast concrete pillar (PC
If the above-described method can be adopted for erection of the pillar, the efficiency of the erection work can be remarkably improved, and thus an appearance of a device that can easily perform such erection work has been expected.
【0006】[0006]
【課題の解決手段】そこで、この発明では、フレーム材
で形成した基台上に、調整機構を介して支持台を配置す
るとともにこの支持台に柱受台を回動自在に軸支し、前
記柱受台にPC柱のような重量柱材の下端部側を載置し
て緊締保持し、一方柱頭部側をクレーン装置によって吊
持しながらこの重量柱材を柱受台の軸支部を支点として
回転させて鉛直に保持し、さらにこの保持状態において
重量柱材の下端部を構築物の基礎部分に取着するように
構成した建て込み装置を使用することにより、重量柱材
の建て込み作業を簡便に行なえるようにしたものであ
る。Therefore, according to the present invention, a support base is disposed on a base formed of a frame material via an adjustment mechanism, and a column support is pivotally supported on the support base so as to be rotatable. The lower end side of a heavy column material such as a PC column is placed on a column support and tightened and held, while the column head is suspended by a crane device and the heavy column is supported on a pivot of the column support. By rotating the vertical column and holding it vertically, and in this holding state, by using a mounting device configured to attach the lower end of the heavy column to the foundation of the building, the work of loading the heavy column can be performed. It is one that can be easily performed.
【0007】この場合、調整機構は、基台との間にスラ
イド面を設けた基体フレーム上に複数のジャッキ装置を
配設し、さらにこれらのジャッキ装置を球面座金を介し
て支持台に取付けることにより構成するのが好適であ
る。In this case, the adjusting mechanism is to dispose a plurality of jack devices on a base frame provided with a slide surface between the base and the base device, and to attach these jack devices to a support via spherical washers. It is preferable to configure the following.
【0008】[0008]
【作用】この発明では、重量柱材を吊持して立ち上げる
際、重量柱材の下端部側を緊締した柱受台の軸支部を支
点として回転させることにより鉛直に保持するので、重
量柱材の下端部には重量が全くかからず、損傷などの不
都合が生じることはない。According to the present invention, when the heavy column material is suspended and raised, the lower end portion of the heavy column material is vertically held by rotating the lower end side of the heavy column material with the shaft support of the tightened column support as a fulcrum. There is no weight at the lower end of the material, and no inconvenience such as damage occurs.
【0009】[0009]
【実施例】次に、本発明に係る重量柱材の建て込み装置
の好適な実施例として、PC柱の建て込み装置を例示
し、添付図面を参照しながら以下詳細に説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, as a preferred embodiment of a heavy column material embedding device according to the present invention, a PC column embedding device will be exemplified and will be described in detail with reference to the accompanying drawings.
【0010】すなわち、本発明に係る建て込み装置10
は、図1および図2に示すように、所定距離離間させた
フレーム材12を組み合わせて構成した基台14、14
上に調整機構16、16を夫々配設するとともにこれら
の調整機構16に台形状の支持台18を配置する。That is, the erection device 10 according to the present invention.
As shown in FIGS. 1 and 2, bases 14, 14 configured by combining frame members 12 separated by a predetermined distance are provided.
The adjusting mechanisms 16 and 16 are respectively disposed thereon, and a trapezoidal support base 18 is arranged on these adjusting mechanisms 16.
【0011】調整機構16は、基体フレーム20上に配
設した複数の油圧ジャッキ22を球面座金24を介して
支持台18に取り付けることにより主として重量柱材の
鉛直性を調整し得るように構成されている。なお、基体
フレーム20の下側面はフッソ樹脂などを素材とするス
ライド面26で形成されており、このスライド面26と
前記基台14との調整により重量柱材の平面位置の調整
もできるようになっている。The adjusting mechanism 16 is configured so as to mainly adjust the verticality of the heavy column by attaching a plurality of hydraulic jacks 22 disposed on the base frame 20 to the support base 18 via spherical washers 24. ing. The lower surface of the base frame 20 is formed with a slide surface 26 made of a material such as fluororesin, and by adjusting the slide surface 26 and the base 14, the plane position of the heavy column material can be adjusted. Has become.
【0012】一方、支持台18、18の離間部には、上
部を開放したコ字状の柱受台28を配置するとともにこ
の柱受台28の枢軸30、30を前記各支持台18の支
持凹部32に装着して柱受台28を回動自在に軸支す
る。なお、前記柱受台28は、各支持台18の所定箇所
に対向配置した固定装置34によってその回動位置を固
定できるように構成されている。On the other hand, a U-shaped column receiving pedestal 28 having an open upper portion is disposed at a space between the supporting pedestals 18, 18, and the pivots 30, 30 of the column pedestal 28 are supported by the supporting pedestals 18. The column support 28 is rotatably supported by being mounted in the recess 32. In addition, the column receiving base 28 is configured so that its rotating position can be fixed by a fixing device 34 disposed opposite to a predetermined position of each support base 18.
【0013】また、前記柱受台28にはPC鋼棒36に
止具38を介して設けた固定梁40が配設されており、
この固定梁40は重量柱材の下端部側を緊締する際に使
用される。なお、図において、参照符号42は、柱受台
28の下側中央に配置された下げ振りである。A fixing beam 40 provided on a PC steel bar 36 via a fastener 38 is disposed on the column receiving stand 28.
This fixed beam 40 is used when tightening the lower end side of the heavy column material. In addition, in the figure, reference numeral 42 is a down swing arranged at the lower center of the pillar support 28.
【0014】次にこのように構成した本発明に係る建て
込み装置でPC柱を建て込む手順につき説明する。ま
ず、PC柱の建て込み作業に先立ち、施工が完了した杭
基礎A上の柱据え付けアンカー部Bの回りを整地すると
ともに必要に応じて均しコンクリートCを所定の厚さに
打設する(図3a参照)。Next, a procedure for erection of a PC column by the erection apparatus according to the present invention having the above-described configuration will be described. First, prior to the installation work of the PC pillar, the area around the pillar installation anchor portion B on the completed pile foundation A is leveled, and if necessary, leveling concrete C is poured into a predetermined thickness (FIG. 3a).
【0015】次に、この杭基礎Aを跨ぐように建て込み
装置10をセットする。具体的には、基台14、14上
に調整機構16、16および支持台18、18を配置す
るとともにこれらの支持台18の支持凹部32に柱受台
28の枢軸30、30を装着して組み立てる。なおこの
場合、柱受台28に垂下された下げ振り42により、こ
の柱受台28の中心とアンカー部Bの中心(構造中心)
とを整合させておく(図3b参照)。Next, the erection device 10 is set so as to straddle the pile foundation A. Specifically, the adjusting mechanisms 16, 16 and the support bases 18, 18 are arranged on the bases 14, 14, and the pivots 30, 30 of the column support 28 are mounted on the support recesses 32 of these support bases 18. assemble. In this case, the center of the pillar support 28 and the center of the anchor portion B (the center of the structure) are formed by the swing 42 suspended from the pillar support 28.
Are matched (see FIG. 3B).
【0016】そして、工場から運搬してきたPC柱44
を横位置のまま、建て込み装置10とこの建て込み装置
10から所定距離離間させ、例えば、鳥居枠などで形成
した仮受台46上に載置する。この場合、PC柱44は
アンカーフレーム48を配設した下端部側44aを柱受
台28に乗せ、固定梁40をPC鋼棒36に設けた止具
38によって緊締する(図3c参照)。Then, the PC column 44 transported from the factory
Is placed at a predetermined distance from the embedding device 10 and the embedding device 10 in a horizontal position, and is placed on a temporary receiving table 46 formed of, for example, a torii frame. In this case, the lower end side 44a of the PC column 44 on which the anchor frame 48 is disposed is placed on the column support 28, and the fixing beam 40 is tightened by the stopper 38 provided on the PC steel bar 36 (see FIG. 3C).
【0017】次いで、PC柱44の柱頭部の吊り金具5
0をクレーン装置の吊りワイヤー52を介して吊り上げ
(図3d)、PC柱44が略鉛直状態になるまで立て起
こした後、支持台18に配置した固定装置34によって
柱受台28を固定する。そして、この状態において、油
圧ジャッキ22を適宜操作してPC柱44の鉛直性と高
さを調整するとともに基体フレーム20の下側面に形成
したスライド面26を基台14に対して適宜調整するこ
とにより横方向の調整も行い、PC柱44の位置決めを
行う(図3e参照)。Next, the hanging metal fitting 5 for the column head of the PC column 44
0 is lifted via the hanging wire 52 of the crane device (FIG. 3D), and the PC column 44 is raised upright until the PC column 44 is in a substantially vertical state, and then the column support 28 is fixed by the fixing device 34 arranged on the support 18. Then, in this state, the verticality and the height of the PC column 44 are adjusted by appropriately operating the hydraulic jack 22 and the slide surface 26 formed on the lower surface of the base frame 20 is appropriately adjusted with respect to the base 14. The horizontal adjustment is also performed to position the PC column 44 (see FIG. 3E).
【0018】このようにしてPC柱44の位置調整が終
了したら、下端のアンカーフレーム48を杭基礎A上の
柱据え付けアンカー部Bに固定した後、吊りワイヤー5
2を外して自立させば良い。After the adjustment of the position of the PC column 44 is completed, the anchor frame 48 at the lower end is fixed to the column fixing anchor B on the pile foundation A, and then the suspension wire 5 is fixed.
You just have to remove 2 and become independent.
【0019】[0019]
【発明の効果】先に述べたように、本発明に係る建て込
み装置によれば、重量柱材を吊持して立ち上げる際、そ
の下端部側を緊締した柱受台の軸支部を支点として回転
させて鉛直状に保持するため重量柱材の下端部には全く
自重がかかることがなく、従って、下端部の損傷や汚れ
を心配することなく立て起こして建て込み作業を行うこ
とができる。As described above, according to the erection apparatus according to the present invention, when the heavy column material is suspended and raised, the lower end of the heavy column member is supported by the pivot of the column support. As it is rotated and held vertically, no weight is applied to the lower end of the heavy column material, so that the lower end can be built up without worrying about damage or dirt on the lower end. .
【0020】また、重量柱材の鉛直性や平面的な位置出
しを調整装置によって行うことができるので立ち上げ作
業を確実にかつ能率良くおこなえ、さらには、PC柱な
どの大重量の柱材に対応できるので現場における施工の
省力化をより一層向上させることができる等の種々の利
点を有するものである。Further, since the verticality and the planar positioning of the heavy column material can be adjusted by the adjusting device, the start-up work can be performed reliably and efficiently, and further, it can be used for a heavy column material such as a PC column. Since it can respond, it has various advantages such as labor saving of construction on site can be further improved.
【0021】以上、本発明に係る重量柱材の建て込み装
置の好適な実施例につき説明したが、本発明方法はこの
実施例に限定されるものではなく、例えば、PC柱のよ
うにその鉛直性や平面位置の微調整が要求されないよう
な場合は、調整機構を省略して構成することもでき、本
発明の精神を逸脱しない範囲内において種々の設計変更
をなし得ることは勿論である。Although the preferred embodiment of the heavy column material embedding apparatus according to the present invention has been described above, the method of the present invention is not limited to this embodiment. In the case where fine adjustment of the characteristics or the plane position is not required, the adjustment mechanism may be omitted, and it is needless to say that various design changes can be made without departing from the spirit of the present invention.
【図面の簡単な説明】[Brief description of the drawings]
【図1】本発明に係る重量柱材の建て込み装置の好適な
実施例を示す正面説明図である。FIG. 1 is an explanatory front view showing a preferred embodiment of a heavy column material embedding device according to the present invention.
【図2】図1に示す建て込み装置の側面説明図てある。FIG. 2 is an explanatory side view of the mounting device shown in FIG. 1;
【図3】a〜eは、本発明に係る建て込み装置を使用し
てPC柱を建て込む際の手順説明図であって、aはPC
柱を建て込む杭基礎部の説明図、bは杭基礎部にセット
した建て込み装置の正面説明図、cはPC柱を建て込み
装置と仮受台上に載置して下端部を固定した状態の説明
図、dはクレーンを使用してPC柱を立て起こしている
状態の説明図、eは立て起こしたPC柱を固定装置によ
って固定し調整を行う状態の説明図である。FIGS. 3A to 3E are explanatory views of a procedure when a PC column is erected using the erection device according to the present invention, wherein a is a PC.
Explanatory drawing of the pile foundation where the pillar is erected, b is a front explanatory view of the embedding device set on the pile foundation, and c is the PC pillar placed on the erecting device and the temporary receiving stand and the lower end is fixed. FIG. 3D is an explanatory view of a state, FIG. 4D is an explanatory view of a state in which a PC column is raised by using a crane, and FIG. 5E is an explanatory view of a state in which the raised PC column is fixed by a fixing device to perform adjustment.
10 建て込み装置、 12 フレーム材、 1
4 基台、16 調整機構、 18 支持台、
20 基体フレーム、22 油圧ジャッキ、
24 球面座金、 26 スライド面、28
柱受台、 30 枢軸、 32 支
持凹部、34 固定装置、 36 PC鋼棒、
38 止具、40 固定梁、 42
下げ振り、 44 PC柱、46 仮受台、
48 アンカーフレーム、50 吊り金具、
52 吊りワイヤー、10 Building equipment, 12 Frame materials, 1
4 bases, 16 adjustment mechanisms, 18 support bases,
20 base frame, 22 hydraulic jack,
24 spherical washer, 26 slide surface, 28
Column support, 30 pivot, 32 support recess, 34 fixing device, 36 PC steel bar,
38 stop, 40 fixed beam, 42
Plumbing, 44 PC pillars, 46 temporary cradle,
48 anchor frames, 50 hanging brackets,
52 hanging wires,
Claims (2)
介して支持台を配置し、この支持台に柱受台を回動自在
に軸支し、前記柱受台に重量柱材の下端部側を緊締保持
するとともに柱頭部側を吊持してこの重量柱材を鉛直に
保持し、さらにこの保持状態において重量柱材の下端部
を構築物の基礎部分に取着するように構成することを特
徴とする重量柱材の建て込み装置。1. A supporting base is arranged on a base formed of a frame material via an adjusting mechanism, a column receiving base is rotatably supported on the supporting base, and a heavy columnar material is mounted on the column receiving base. The lower end side is tightly held and the column cap side is hung to hold the heavy column vertically, and in this holding state, the lower end of the heavy column is attached to the foundation of the structure. A loading device for a heavy column material, characterized in that:
けた基体フレーム上に複数のジャッキ装置を配設し、さ
らにこれらのジャッキ装置を球面座金を介して支持台に
取付けることにより構成することからなる請求項1に記
載の重量柱材の建て込み装置。2. The adjusting mechanism according to claim 1, wherein a plurality of jack devices are arranged on a base frame provided with a slide surface between the base device and the base device, and these jack devices are mounted on a support via spherical washers. The apparatus for erection of a heavy column material according to claim 1, comprising:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5342094A JP2568979B2 (en) | 1993-12-14 | 1993-12-14 | Heavy column mounting equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5342094A JP2568979B2 (en) | 1993-12-14 | 1993-12-14 | Heavy column mounting equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH07166714A JPH07166714A (en) | 1995-06-27 |
| JP2568979B2 true JP2568979B2 (en) | 1997-01-08 |
Family
ID=18351115
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5342094A Expired - Fee Related JP2568979B2 (en) | 1993-12-14 | 1993-12-14 | Heavy column mounting equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2568979B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2022163464A (en) * | 2021-04-14 | 2022-10-26 | 株式会社竹中工務店 | support structure |
-
1993
- 1993-12-14 JP JP5342094A patent/JP2568979B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07166714A (en) | 1995-06-27 |
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