JPH1088523A - Timbering device - Google Patents

Timbering device

Info

Publication number
JPH1088523A
JPH1088523A JP26140196A JP26140196A JPH1088523A JP H1088523 A JPH1088523 A JP H1088523A JP 26140196 A JP26140196 A JP 26140196A JP 26140196 A JP26140196 A JP 26140196A JP H1088523 A JPH1088523 A JP H1088523A
Authority
JP
Japan
Prior art keywords
pair
beam members
hole
insertion hole
wedge
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.)
Pending
Application number
JP26140196A
Other languages
Japanese (ja)
Inventor
Takeshi Kitahara
剛 北原
Akira Kondo
彰 近藤
Hidekazu Yano
英一 谷野
Yoshiaki Kamitaki
慶昭 上瀧
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.)
KAWADA KENSETSU KK
NIPPON TORASU KK
Taisei Corp
Original Assignee
KAWADA KENSETSU KK
NIPPON TORASU KK
Taisei 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 KAWADA KENSETSU KK, NIPPON TORASU KK, Taisei Corp filed Critical KAWADA KENSETSU KK
Priority to JP26140196A priority Critical patent/JPH1088523A/en
Publication of JPH1088523A publication Critical patent/JPH1088523A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

PROBLEM TO BE SOLVED: To easily regulate the length of a timbering device to an optional length stepless by inserting an engaging body having an insert hole to a slot bored along the longitudinal direction of a beam material, inserting a wedge body to the insert hole, and nipping and fixing a pair of beam materials slid to a prescribed length by the engaging body. SOLUTION: A pair of beam materials 2, 2 have slots 21, 21 extending over the respective longitudinal direction. An engaging body 3 has an insert hole 31 for a wedge body 4, and a cap nut 32 communicating with the slots 21, 21 which is formed on the end part side. When the engaging body 3 is allowed to communicate with the slots 21, 21 of the beam materials 2, 2 to fix them, the cap nut part 32 is inserted to the elliptic hole 21 of one beam material 2, and the engaging body 3 is fixed to the one beam material 2 by a bolt 33 screwed to the cap nut part 32 through a washer 5. Then, the insert hole 31 is protruded from the slot 21 of the other beam material 2, and the wedge body 4 is inserted through the washer 5 to nip the beam materials 2, 2.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、支保工装置に関す
る。
TECHNICAL FIELD The present invention relates to a support device.

【0002】[0002]

【従来の技術】長さを調整可能に構成する型枠などは、
型枠の支保工に長さ調整手段を設けることが知られてい
る。図7に示すように従来の支保工装置aは、対向する
溝型鋼などからなる梁材b,bの長手方向に複数の丸孔
cを穿設してある。これら二本の梁材b,bを所望の長
さ位置でもって丸孔c同志が合致するようにスライドさ
せて調整する。この丸孔c,cに必要に応じ座金d,d
などを配置してボルトeなどを挿入し、梁材b,bをボ
ルトeとナットfにより固定・接続できるように構成し
たものなどが知られている。
2. Description of the Related Art Molds that can be adjusted in length are, for example,
It is known to provide length adjustment means for the support of the formwork. As shown in FIG. 7, in the conventional support device a, a plurality of round holes c are formed in the longitudinal direction of beam members b, b made of opposed channel steel or the like. The two beams b are slid so that the round holes c coincide with each other at a desired length position. If necessary, washers d, d
There is known a structure in which a bolt e or the like is inserted and a beam material b is fixed and connected by a bolt e and a nut f.

【0003】[0003]

【発明が解決しようとする課題】前記した型枠の長さ調
整手段である従来の梁材は、その長手方向に穿設した丸
孔の所定間隔分のみしか長さを調整できないため、長さ
調整が段階的となり、長さを調整した梁材の長さが短か
過ぎたり、長過ぎたりして、長さを調整できるはずの支
保工装置がその機能を充分に発揮できないことが多々報
告されている。そのため従来の丸孔による長さ調整手段
では、必ずしも必要に応じた長さの支保工装置を提供す
ることができるとはいえず、長さを自由(無段階)に調
整可能である支保工装置の開発が切望されている。ま
た、梁材同志を固定するボルトを緩め、梁材を調整し、
再びボルトを締める作業を行うことにより支保工装置の
長さの調整を行うため、その調整作業に手間が掛かる。
このことから、迅速な長さの調整作業を可能とする支保
工装置の開発も切望されている。本発明は以上の問題点
を解決するためになされたもので、その目的とするとこ
ろは、支保工装置の長さを、任意の長さに無段階かつ容
易に調整できる、支保工装置を提供することにある。
The conventional beam member, which is the length adjusting means of the formwork, can adjust the length only by a predetermined distance between the round holes formed in the longitudinal direction. It is often reported that the adjustment has become gradual, and the length of the adjusted beam is too short or too long, and the supporting device that should be able to adjust the length cannot perform its function sufficiently. Have been. Therefore, it is not always possible to provide a supporting device having a required length by the conventional length adjusting means using a round hole, and a supporting device capable of adjusting the length freely (steplessly). The development of is eagerly needed. Also, loosen the bolts fixing the beams, adjust the beams,
Since the length of the support device is adjusted by performing the work of tightening the bolts again, the adjustment work is troublesome.
For this reason, development of a shoring device that enables quick length adjustment work is also desired. The present invention has been made to solve the above problems, and an object of the present invention is to provide a shoring device that can easily and continuously adjust the length of the shoring device to an arbitrary length. Is to do.

【0004】[0004]

【課題を解決するための手段】本発明は、一対の梁材を
スライド自在に接面させて構成する支保工装置におい
て、梁材に、その長手方向に沿って長孔を穿設し、前記
長孔に差込孔を有する係合体を挿通し、前記係合体に差
込孔に楔体を挿入して所定長にスライドさせた一対の梁
材を挟持して固定することを特徴とする、支保工装置で
ある。また本発明は、一対の梁材をスライド自在に接面
させて構成する支保工装置において、長手方向に孔を穿
設した一方の梁材と、長手方向に長孔を穿設した他方の
梁材と、前記梁材同志を接面した際にその孔および長孔
に連通する留め部と、差込孔を有する係合体と、前記係
合体の差込孔に挿入する楔体とより構成し、前記係合体
の留め部を一方の梁材に留め、差込孔に楔体を挿入して
所定長にスライドさせた一対の梁材を挟持して固定する
ことを特徴とする、支保工装置である。また本発明は、
一対の梁材をスライド自在に接面させて構成する支保工
装置において、長手方向に沿って長孔を穿設した一対の
梁材と、前記梁材同志を接面した際にそれぞれの長孔に
連通する留め部と、差込孔を有する係合体と、前記係合
体の差込孔に挿入する楔体とより構成し、前記係合体の
留め部を一方の梁材に留め、差込孔に楔体を挿入して所
定長にスライドさせた一対の梁材を挟持して固定するこ
とを特徴とする、支保工装置である。また本発明は、一
対の梁材をスライド自在に接面させて構成する支保工装
置において、長手方向に沿って長孔を穿設した梁材と、
前記梁材に接面した際にその長孔に挿通する、差込孔を
有する係合体を形成した梁材と、前記係合体の差込孔に
挿入する楔体とより構成し、前記係合体の差込孔に楔体
を挿入して所定長にスライドさせた一対の梁材を挟持し
て固定することを特徴とする、支保工装置である。また
本発明は、一対の梁材をスライド自在に接面させて構成
する支保工装置において、長手方向に沿って長孔を穿設
し、前記長孔と同一面上に長孔に挿入可能な差込孔を有
する係合体を形成した一対の梁材と、前記係合体の差込
孔に挿入する楔体とより構成し、前記梁材の係合体が互
いに夫々の長孔に挿通するように接面し、差込孔に夫々
楔体を挿入して所定長にスライドさせた一対の梁材を挟
持して固定することを特徴とする、支保工装置である。
さらに本発明は、前述したいずれかの支保工装置におい
て、梁材を所定の長さで固定するために用いる係合体お
よび楔体を複数組設けたことを特徴とする、支保工装置
である。
According to the present invention, there is provided a supporting device comprising a pair of beams slidably contacting each other, wherein a long hole is formed in the beams along the longitudinal direction thereof. Inserting an engaging body having an insertion hole into the long hole, inserting and inserting a wedge body into the insertion hole into the engaging body, and clamping and fixing a pair of beam members slid to a predetermined length, It is a shoring device. Further, the present invention provides a supporting device comprising a pair of beam members slidably in contact with each other, wherein one beam member having a hole in the longitudinal direction and the other beam member having a long hole in the longitudinal direction are provided. A beam, a fastening portion communicating with the hole and the long hole when the beam members come into contact with each other, an engaging body having an insertion hole, and a wedge body inserted into the insertion hole of the engaging body. A retaining member for retaining the engaging member to one of the beam members, inserting a wedge member into the insertion hole, and clamping and fixing a pair of beam members slid to a predetermined length. It is. The present invention also provides
In a supporting device constructed by slidably contacting a pair of beam members, a pair of beam members each having a long hole formed in the longitudinal direction, and a long hole when the beam members face each other. , An engaging body having an insertion hole, and a wedge body inserted into the insertion hole of the engaging body, wherein the fastening part of the engaging body is fastened to one of the beam members, and the insertion hole A wedge member is inserted into the supporting member, and a pair of beam members slid to a predetermined length are sandwiched and fixed. Further, the present invention provides a support device comprising a pair of beam members slidably in contact with each other, wherein a beam member having a long hole formed along a longitudinal direction;
A beam member formed with an engaging body having an insertion hole, which is inserted into the elongated hole when contacting the beam material, and a wedge body inserted into the insertion hole of the engaging body; A wedge body is inserted into the insertion hole of the support member, and a pair of beam members slid to a predetermined length is sandwiched and fixed. Further, the present invention provides a support device comprising a pair of beam members slidably in contact with each other, wherein a long hole is formed along the longitudinal direction, and the long hole can be inserted into the long hole on the same plane as the long hole. A pair of beam members each having an engagement body having an insertion hole, and a wedge body inserted into the insertion hole of the engagement body, such that the engagement members of the beam material are inserted into the respective long holes. This is a supporting device, characterized in that a pair of beam members which are in contact with each other, inserted into the insertion holes, respectively, and slid to a predetermined length, are sandwiched and fixed.
Furthermore, the present invention is a support device, wherein any one of the above-described support devices is provided with a plurality of sets of an engaging body and a wedge body used for fixing a beam member at a predetermined length.

【0005】[0005]

【発明の実施の形態1】以下図面を参照しながら本発明
の実施の形態について説明する。
Embodiment 1 Hereinafter, an embodiment of the present invention will be described with reference to the drawings.

【0006】<イ>全体の構成 図1に示す本発明の支保工装置1は、一対の梁材2,2
と、これら梁材2,2を組み合わせるための係合体3
と、係合体3を固定するための楔体4とより構成する。
<A> Overall Configuration A shoring device 1 of the present invention shown in FIG.
And an engaging body 3 for combining these beam members 2 and 2
And a wedge body 4 for fixing the engagement body 3.

【0007】<ロ>梁材 本発明の支保工装置1において、梁材2,2は長さを調
整可能とするため一対の分割体で構成する。一対の梁材
2,2には、夫々の長手方向に亘って長孔21,21が
穿設してある。一対の梁材2,2は、前述した長孔2
1,21が合致するように接面させて、後述する係合体
3により接続する。従って、係合体3により接続した部
分より、夫々の長孔21,21の余りスペースの範囲だ
け梁材2,2の長さを伸縮自在にスライド調整すること
が可能となる。
<B> Beams In the shoring apparatus 1 of the present invention, the beams 2 are formed of a pair of divided bodies so that the length can be adjusted. Elongated holes 21 and 21 are formed in the pair of beams 2 and 2 in the respective longitudinal directions. The pair of beam members 2 and 2 are
They are brought into contact with each other so as to match with each other, and are connected by an engagement body 3 described later. Therefore, the length of the beams 2, 2 can be slidably adjusted in a stretchable manner in a range of an extra space of each of the long holes 21, 21 from a portion connected by the engagement body 3.

【0008】<ハ>係合体 係合体3は、前述した一対の梁材2,2の長孔21,2
1に連通して固定するための部材である。係合体3とし
ては、例えば本体側に後述する楔体4の差込孔31を形
成し、端部側に長孔21,21に連通する袋ナット部3
2を形成したものを用いる。差込孔31は、後述する楔
体4の途上の横断面と合致する形状を呈する。係合体3
を梁材2,2の長孔21,21に連通して固定する際に
は、先ず袋ナット部32を一方の梁材2の長孔21に挿
通させ、必要に応じて座金5などを介した上で袋ナット
部32に螺合するボルト33により係合体3を一方の梁
材2に固定する。続いて差込孔31を他方の梁材2の長
孔21より突出させ、座金5などを介した上で後述する
楔体4を差し込んで、梁材2,2の挟持を行う。このこ
とから差込孔31と座金5とは、図2に示すように楔体
4を差し込んだ際に係合体3に対して座金5を梁材2側
に押し付けられるだけのスペースを形成するように構成
する。以上のことから、差込孔31に差し込んだ楔体4
を緩めることにより、梁材2,2の長さは再び伸縮自在
に無段階調整が可能となる。
<C> Engaging Body The engaging body 3 is formed by the long holes 21 and 2 of the pair of beam members 2 and 2 described above.
This is a member for communicating with and fixing to 1. As the engagement body 3, for example, an insertion hole 31 of a wedge body 4, which will be described later, is formed on the main body side, and a cap nut portion 3 communicating with the long holes 21 and 21 on the end side.
2 is used. The insertion hole 31 has a shape that matches a later-described cross section of the wedge body 4. Engagement body 3
Is fixed to the long holes 21 and 21 of the beams 2 and 2 by first inserting the cap nut portion 32 into the long hole 21 of one of the beams 2 and, if necessary, using the washer 5 or the like. Then, the engaging body 3 is fixed to the one beam member 2 by the bolt 33 screwed to the cap nut portion 32. Subsequently, the insertion hole 31 is made to protrude from the long hole 21 of the other beam member 2, and a wedge body 4, which will be described later, is inserted through the washer 5 and the like, to clamp the beam members 2. For this reason, the insertion hole 31 and the washer 5 form a space enough to press the washer 5 against the engaging member 3 toward the beam member 2 when the wedge body 4 is inserted as shown in FIG. To be configured. From the above, the wedge 4 inserted into the insertion hole 31
By loosening, the lengths of the beams 2 can be adjusted steplessly so as to be able to expand and contract again.

【0009】<ニ>楔体 楔体4は、前述した係合体3の差込孔31に差し込むこ
とにより、梁材2,2のスライドを拘束するための部材
である。楔体4は、鋼製などのある程度の剛性を有する
ものであれば公知のものを採用することが可能である。
楔体4は係合体3の差込孔31に差し込んだ際に、その
途上で合致する断面形状を呈する。これにより楔体4
は、係合体3の差込孔31に差し込むことにより、一対
の梁材2,2を挟持し、差し込みを緩めることにより、
一対の梁材2,2をスライドさせることにより長さを伸
縮自在の無段階調整を可能とする。
<D> Wedge The wedge 4 is a member for restraining the slide of the beams 2 by inserting the wedge 4 into the insertion hole 31 of the engagement body 3 described above. As the wedge body 4, a known one can be employed as long as it has a certain degree of rigidity, such as steel.
When the wedge body 4 is inserted into the insertion hole 31 of the engagement body 3, the wedge body 4 has a cross-sectional shape that matches on the way. Thereby, the wedge body 4
Is inserted into the insertion hole 31 of the engaging body 3 to pinch the pair of beams 2 and 2 and loosen the insertion,
By sliding the pair of beam members 2, 2, the length can be adjusted steplessly so that the length can be expanded and contracted.

【0010】[0010]

【作用】橋梁の躯体をコンクリート打設により構築する
場合、型枠を取付けた支保工をクレーンなどにより吊り
下げて躯体を形成するための吊型枠を構成し、躯体を分
割して構築していくFCC工法などが知られている。こ
の構築方法において、橋梁の躯体のウェブ幅が各部位毎
に変化する場合、所望のウェブ幅を取って、構築する部
位に合致した長さの支保工を用いて吊型枠を構成する必
要がある。そこで本発明の支保工装置を用いることによ
り、一つの支保工でその長さを自在に無段階調整し、橋
梁の各部位のウェブ幅に合った吊型枠を提供することが
考えられる。
[Function] In the case of constructing a bridge frame by concrete casting, a suspension form with a formwork attached to it is suspended by a crane to form a frame, and the frame is divided and constructed. Various FCC methods are known. In this construction method, when the web width of the skeleton of the bridge changes for each part, it is necessary to take a desired web width and configure the suspension formwork by using a shoring having a length matching the part to be constructed. is there. Therefore, it is conceivable to provide a suspension formwork that can freely adjust the length of a single supporter by using the supporter device of the present invention, and adjust the length of the supporter to the web width of each part of the bridge.

【0011】<イ>長さ調整作業 図3に示すように支保工装置1は、その梁材2,2がス
ライドして長さを無段階に調整自在である。従って、梁
材2,2を吊型枠7を構成する際に構築する部位のウェ
ブ幅6に合致した長さにスライド調整する。
<A> Length Adjusting Work As shown in FIG. 3, the supporting device 1 has its beams 2 and 2 slidable so that the length can be adjusted steplessly. Therefore, the beam members 2 are slid and adjusted to have a length corresponding to the web width 6 of a portion to be constructed when forming the hanging formwork 7.

【0012】<ロ>スライド拘束作業 支保工装置1の長さを決定した後に、図1に示すように
係合体3の差込孔31に楔体4を差し込むことで梁材
2,2のスライドを拘束する。即ち、係合体3の差込孔
31に楔体4を差し込むことにより、図2に示すように
楔体4が座金5を梁材2側に押付けられるのと並行し
て、係合体3には座金5からの反力が働く。これによ
り、係合体3の袋ナット部32を留めた側の梁材2と差
込孔31側の梁材2とが互いに押し付けられて挟持され
るため、梁材2,2のスライドが拘束される。以上のよ
うにして支保工装置1の長さが決定される。そして、こ
の支保工装置1に型枠71などを取付けて吊型枠7を完
成させる。
<B> Sliding restraint work After the length of the support device 1 is determined, the wedge members 4 are inserted into the insertion holes 31 of the engaging members 3 as shown in FIG. Restrain. That is, by inserting the wedge 4 into the insertion hole 31 of the engagement 3, the wedge 4 presses the washer 5 against the beam 2 as shown in FIG. The reaction force from the washer 5 works. As a result, the beam 2 on the side where the cap nut portion 32 of the engagement body 3 is fastened and the beam 2 on the insertion hole 31 side are pressed against each other and sandwiched, so that the slide of the beams 2 is restrained. You. As described above, the length of the support device 1 is determined. Then, the formwork 71 and the like are attached to the support device 1 to complete the suspension formwork 7.

【0013】<ハ>支保工装置の長さ変更 ウェブ幅6の異なる次の部位の構築作業に移行する場
合、支保工装置1の長さ調整により吊型枠7の腕部72
の位置を変更する。支保工装置1は、図1に示すように
梁材2の係合体3の差込孔31に差し込んだ楔体4を逆
に緩めることにより、梁材2,2の拘束を解き、スライ
ドを可能とする。そして図3に示すように、その長さを
新たに構築する部位のウェブ幅61に合わせ梁材2,2
をスライドさせて、吊型枠7の腕部72を所望の位置に
移動する。 吊型枠7の腕部72の位置を決定した後
に、再び係合体3の差込孔31に楔体4を差し込むこと
により梁材2,2のスライドを再び拘束する。以上のよ
うな作業を繰り返すことにより、一つの支保工装置1を
ウェブ幅6から61などへの変化に追随させて吊型枠7
を構成することが可能となる。
<C> Change of the length of the support device When shifting to the construction work of the next part having a different web width 6, the arm 72 of the suspension form 7 is adjusted by adjusting the length of the support device 1.
Change the position of. The support device 1 releases the restraint of the beams 2 and 2 by sliding the wedges 4 inserted into the insertion holes 31 of the engaging members 3 of the beams 2 in reverse as shown in FIG. And Then, as shown in FIG. 3, the length of the beams 2 and 2 is adjusted according to the web width 61 of the part to be newly constructed.
To move the arm 72 of the suspension form frame 7 to a desired position. After the position of the arm 72 of the suspension form frame 7 is determined, the slide of the beam members 2 is again restrained by inserting the wedge body 4 into the insertion hole 31 of the engagement body 3 again. By repeating the above operation, one support device 1 can follow the change from the web width 6 to 61 or the like, and
Can be configured.

【0014】[0014]

【発明の実施の形態2】発明の実施の形態1において説
明した支保工装置の他に、以下説明するように構成する
ことも考えられる。本実施の形態の支保工装置1aにお
いては、図4に示すように一方の梁材2aの長手方向に
のみ長孔21aを穿設する。この場合、係合体3は一方
の梁材2aの長孔21aおよび他方の梁材2aに形成し
た孔22aなどに袋ナット部32を連通させ、ボルト3
3で螺着して固定する。そして梁材2aを所望する長さ
に調整した後に、必要に応じて座金5を介した係合体3
の差込孔31に楔体4を差し込むことにより、両方の梁
材2a,2aを所望する長さで拘束する。
Second Embodiment In addition to the shoring device described in the first embodiment of the present invention, it is also conceivable to configure as described below. In the shoring apparatus 1a of the present embodiment, as shown in FIG. 4, the long hole 21a is formed only in the longitudinal direction of one of the beams 2a. In this case, the engaging body 3 connects the cap nut portion 32 to the long hole 21a of one beam member 2a and the hole 22a formed in the other beam member 2a, and the bolt 3
Screw 3 to fix. Then, after adjusting the beam member 2a to a desired length, the engaging member 3 via the washer 5 is provided as necessary.
By inserting the wedge body 4 into the insertion hole 31, the two beam members 2a, 2a are restrained at a desired length.

【0015】[0015]

【発明の実施の形態3】前述した発明の実施の形態1お
よび2においては、梁材と係合体を別体で構成した一例
について説明してある。これらの実施の形態に対して本
発明の実施の形態では一方の梁材に係合体を一体に形成
した一例について説明する。図5に示すように支保工装
置1bには、一方の梁材2b,2bに楔体4の差込み用
孔24bを有する止め部23bを形成し、他方の梁材2
bの長手方向に長孔21bを穿設する。一方の梁材2b
の係合体23bを、他方の梁材2bの長孔21bに挿入
することにより梁材2b,2bを接合する。そして、梁
材2b,2bを所望する長さに調整し、必要に応じて座
金5などを介した上で係合体23bの差込孔24bに楔
体4を差し込むことにより、両方の梁材2b,2bを所
望する長さで拘束するよう構成することが考えられる。
Third Embodiment In the first and second embodiments of the present invention described above, an example is described in which the beam member and the engaging member are formed separately. In the embodiment of the present invention with respect to these embodiments, an example in which an engaging body is integrally formed with one beam member will be described. As shown in FIG. 5, in the support device 1b, one of the beam members 2b, 2b is formed with a stop portion 23b having an insertion hole 24b for the wedge member 4, and the other beam member 2b.
A long hole 21b is formed in the longitudinal direction of b. One beam 2b
Is inserted into the long hole 21b of the other beam member 2b to join the beam members 2b. Then, the beam members 2b, 2b are adjusted to a desired length, and the wedge member 4 is inserted into the insertion hole 24b of the engaging member 23b via a washer 5 or the like as necessary, so that both beam members 2b , 2b to be constrained at a desired length.

【0016】[0016]

【発明の実施の形態4】発明の実施の形態3において説
明した梁材と係合体とを一体に形成して構成する際の他
の一例について説明する。図6に示すように支保工装置
1cには、一対の梁材2c,2cの各長手方向に長孔2
1c,21cを穿設し、これら長孔21c,21cと同
一面上に係合体23c,23cを形成する。互いの長孔
21cに係合体23cを挿入するように梁材2c同志を
接合する。そして、梁材2c,2cを所望する長さに調
整し、必要に応じ座金5などを介し、各係合体23cに
形成した差込孔24cに夫々楔体4を差し込むことによ
り、両方の梁材2c,2cを所望する長さで拘束するよ
うに構成することが考えられる。
Fourth Embodiment Another example in which the beam member and the engaging member described in the third embodiment of the present invention are integrally formed and configured will be described. As shown in FIG. 6, the supporting device 1c includes a pair of beams 2c,
1c and 21c are formed, and engaging bodies 23c and 23c are formed on the same plane as these elongated holes 21c and 21c. The beam members 2c are joined together so that the engaging bodies 23c are inserted into the respective long holes 21c. Then, the beam members 2c are adjusted to a desired length, and if necessary, the wedge members 4 are inserted into the insertion holes 24c formed in the respective engaging members 23c via the washers 5 and the like, so that both beam members are formed. It is conceivable to configure so that 2c, 2c is constrained at a desired length.

【0017】[0017]

【発明の効果】本発明は以上説明したようになるから次
のような効果を得ることができる。 <イ> 楔体を緩め、梁材をスライドさせることによ
り、支保工装置を任意の長さに無段階かつ容易に調整自
在である。 <ロ> 従来の梁材と比較して、支保工を確実に所望の
長さに無段階調整することが可能である。
As described above, the present invention has the following effects. <A> By loosening the wedge body and sliding the beam, the support device can be adjusted to any length steplessly and easily. <B> Compared with a conventional beam, it is possible to surely adjust the support work to a desired length in a stepless manner.

【図面の簡単な説明】[Brief description of the drawings]

【図1】 本発明に係る支保工装置の説明図FIG. 1 is an explanatory view of a shoring device according to the present invention.

【図2】 支保工装置の部分横断面図。FIG. 2 is a partial cross-sectional view of the support device.

【図3】 支保工装置を吊型枠に用いた際の作用説明図FIG. 3 is an explanatory view of an operation when the support device is used for a hanging formwork.

【図4】 発明の実施の形態2に係る支保工装置の説明
FIG. 4 is an explanatory view of a shoring device according to Embodiment 2 of the present invention.

【図5】 発明の実施の形態3に係る支保工装置の横断
面図
FIG. 5 is a cross-sectional view of a shoring device according to Embodiment 3 of the present invention.

【図6】 発明の実施の形態4に係る支保工装置の説明
FIG. 6 is an explanatory view of a shoring device according to Embodiment 4 of the present invention.

【図7】 従来の支保工の説明図FIG. 7 is an explanatory view of a conventional shoring.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 近藤 彰 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 (72)発明者 谷野 英一 東京都北区滝野川6−3−1 川田建設株 式会社内 (72)発明者 上瀧 慶昭 東京都大田区羽田5−6−6 日本トラス 株式会社内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Akira Kondo 1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo Taisei Construction Co., Ltd. (72) Inventor Eiichi Tanino 6-3-1 Takinogawa, Kita-ku, Tokyo Kawada (72) Inventor Yoshiaki Uetaki 5-6-6 Haneda, Ota-ku, Tokyo Japan Truss Co., Ltd.

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 一対の梁材をスライド自在に接面させ
て構成する支保工装置において、 梁材に、その長手方向に沿って長孔を穿設し、 前記長孔に差込孔を有する係合体を挿通し、 前記係合体に差込孔に楔体を挿入して所定長にスライド
させた一対の梁材を挟持して固定することを特徴とす
る、 支保工装置。
1. A supporting device comprising a pair of beam members slidably contacting each other, wherein a long hole is formed in the beam material along a longitudinal direction thereof, and the long hole has an insertion hole. A support device, wherein a wedge member is inserted into an insertion hole of the engaging member, and a pair of beam members slid to a predetermined length is clamped and fixed to the engaging member.
【請求項2】 一対の梁材をスライド自在に接面させ
て構成する支保工装置において、 長手方向に孔を穿設した一方の梁材と、 長手方向に長孔を穿設した他方の梁材と、 前記梁材同志を接面した際にその孔および長孔に連通す
る留め部と、差込孔を有する係合体と、 前記係合体の差込孔に挿入する楔体とより構成し、 前記係合体の留め部を一方の梁材に留め、差込孔に楔体
を挿入して所定長にスライドさせた一対の梁材を挟持し
て固定することを特徴とする、 支保工装置。
2. A supporting apparatus comprising a pair of beam members slidably contacting each other, wherein one of the beam members has a hole in the longitudinal direction and the other beam has a hole in the longitudinal direction. A beam, a fastening portion communicating with the hole and the long hole when the beam members come into contact with each other, an engagement body having an insertion hole, and a wedge body inserted into the insertion hole of the engagement body. A fastening device for fastening the engaging member to one of the beam members, inserting a wedge member into the insertion hole, and clamping and fixing a pair of beam members slid to a predetermined length. .
【請求項3】 一対の梁材をスライド自在に接面させ
て構成する支保工装置において、 長手方向に沿って長孔を穿設した一対の梁材と、 前記梁材同志を接面した際にそれぞれの長孔に連通する
留め部と、差込孔を有する係合体と、 前記係合体の差込孔に挿入する楔体とより構成し、 前記係合体の留め部を一方の梁材に留め、差込孔に楔体
を挿入して所定長にスライドさせた一対の梁材を挟持し
て固定することを特徴とする、 支保工装置。
3. A shoring device comprising a pair of beam members slidably contacting each other, wherein a pair of beam members each having a long hole formed in a longitudinal direction and said beam members contact each other. And an engaging body having an insertion hole, and a wedge body inserted into the insertion hole of the engaging body, wherein the fastening part of the engaging body is provided on one of the beam members. A supporting device, wherein a pair of beam members which are inserted and inserted into the insertion holes and slid to a predetermined length are clamped and fixed.
【請求項4】 一対の梁材をスライド自在に接面させ
て構成する支保工装置において、 長手方向に沿って長孔を穿設した梁材と、 前記梁材に接面した際にその長孔に挿通する、差込孔を
有する係合体を形成した梁材と、 前記係合体の差込孔に挿入する楔体とより構成し、 前記係合体の差込孔に楔体を挿入して所定長にスライド
させた一対の梁材を挟持して固定することを特徴とす
る、 支保工装置。
4. A shoring device comprising a pair of beam members slidably in contact with each other, comprising: a beam member having an elongated hole formed in a longitudinal direction; A beam member formed with an engagement body having an insertion hole, which is inserted into the hole, and a wedge body inserted into the insertion hole of the engagement body, wherein a wedge body is inserted into the insertion hole of the engagement body. A support device characterized in that a pair of beam members slid to a predetermined length are sandwiched and fixed.
【請求項5】 一対の梁材をスライド自在に接面させ
て構成する支保工装置において、 長手方向に沿って長孔を穿設し、前記長孔と同一面上に
長孔に挿入可能な差込孔を有する係合体を形成した一対
の梁材と、 前記係合体の差込孔に挿入する楔体とより構成し、 前記梁材の係合体が互いに夫々の長孔に挿通するように
接面し、差込孔に夫々楔体を挿入して所定長にスライド
させた一対の梁材を挟持して固定することを特徴とす
る、 支保工装置。
5. A support device comprising a pair of beam members slidably contacting each other, wherein a long hole is formed along the longitudinal direction, and can be inserted into the long hole on the same plane as the long hole. A pair of beam members each having an engagement body having an insertion hole, and a wedge body inserted into the insertion hole of the engagement body, so that the engagement members of the beam material are inserted into the respective long holes. A supporting device, comprising: a pair of beam members that are in contact with each other, inserted into the insertion holes, respectively, and slid to a predetermined length, and fixed.
【請求項6】 請求項1乃至請求項5のいずれかに記
載の支保工装置において、梁材を所定の長さで固定する
ために用いる係合体および楔体を複数組設けたことを特
徴とする、支保工装置。
6. The supporting device according to claim 1, wherein a plurality of sets of an engaging body and a wedge body used for fixing the beam material at a predetermined length are provided. Shoring equipment.
JP26140196A 1996-09-10 1996-09-10 Timbering device Pending JPH1088523A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26140196A JPH1088523A (en) 1996-09-10 1996-09-10 Timbering device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26140196A JPH1088523A (en) 1996-09-10 1996-09-10 Timbering device

Publications (1)

Publication Number Publication Date
JPH1088523A true JPH1088523A (en) 1998-04-07

Family

ID=17361361

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26140196A Pending JPH1088523A (en) 1996-09-10 1996-09-10 Timbering device

Country Status (1)

Country Link
JP (1) JPH1088523A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100786144B1 (en) * 2007-01-03 2007-12-17 박상목 Supporter suitable to matrix for slab using structure
JP2015190122A (en) * 2014-03-27 2015-11-02 株式会社竹中工務店 Beam-like member construction method
CN112127516A (en) * 2020-09-13 2020-12-25 北京工业大学 Light steel wall connecting structure and connecting method based on buckle type and long round hole
CN112127517A (en) * 2020-09-13 2020-12-25 北京工业大学 Light steel wall connecting structure and connecting method based on buckle type and key type holes
KR102488897B1 (en) * 2022-10-04 2023-01-18 (주)대우강건 horizontal beam apparatus

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100786144B1 (en) * 2007-01-03 2007-12-17 박상목 Supporter suitable to matrix for slab using structure
JP2015190122A (en) * 2014-03-27 2015-11-02 株式会社竹中工務店 Beam-like member construction method
CN112127516A (en) * 2020-09-13 2020-12-25 北京工业大学 Light steel wall connecting structure and connecting method based on buckle type and long round hole
CN112127517A (en) * 2020-09-13 2020-12-25 北京工业大学 Light steel wall connecting structure and connecting method based on buckle type and key type holes
KR102488897B1 (en) * 2022-10-04 2023-01-18 (주)대우강건 horizontal beam apparatus

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