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JPH0654009B2 - Movable beam device - Google Patents
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JPH0654009B2 - Movable beam device - Google Patents

Movable beam device

Info

Publication number
JPH0654009B2
JPH0654009B2 JP27911088A JP27911088A JPH0654009B2 JP H0654009 B2 JPH0654009 B2 JP H0654009B2 JP 27911088 A JP27911088 A JP 27911088A JP 27911088 A JP27911088 A JP 27911088A JP H0654009 B2 JPH0654009 B2 JP H0654009B2
Authority
JP
Japan
Prior art keywords
beams
cutting
axial direction
cutting beam
beam device
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 - Lifetime
Application number
JP27911088A
Other languages
Japanese (ja)
Other versions
JPH02128014A (en
Inventor
登美夫 森脇
広歳 清
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP27911088A priority Critical patent/JPH0654009B2/en
Publication of JPH02128014A publication Critical patent/JPH02128014A/en
Publication of JPH0654009B2 publication Critical patent/JPH0654009B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】 《産業上の利用分野》 本発明は根切り山留め工事に使用する切梁に関する。[Detailed Description of the Invention] << Industrial field of application >> The present invention relates to a crossbeam used for root cutting and earth retaining work.

《従来の技術》 従来の切梁式土留め工法は一般にある深さ迄掘削した
後、山留め壁を第一段の腹起し、切梁で支持しながら予
定最深部迄逐次に堀り下げ、従属して第二段、第三段の
腹起し、切梁等で山留め壁を支持しながら掘削をすすめ
る。
《Prior art》 In general, the conventional truss-type earth retaining method excavates to a certain depth, then raises the mountain retaining wall to the first step, and while supporting it with the cutting beam, sequentially digs down to the planned deepest portion and subordinates. The second and third steps are raised, and the excavation is promoted while supporting the mountain retaining wall with a cutting beam or the like.

然る後に最深部の方から腹起し、切梁の下迄内壁用コン
クリートを打ち、これが所要の強度に達し次第に当該部
分の切梁等を取り外し、直上部分のコンクリートを打ち
継ぎ、強度が発現したならばこの部分の切梁等を外すの
である。この作業を順次に上方へ向かって繰り返しなが
ら地下工事が完了するものであった。
After that, angry from the deepest part, hit concrete for the inner wall to the bottom of the cutting beam, and when this reaches the required strength, remove the cutting beam etc. of that part and splice the concrete directly above to develop strength. If you do, remove the beams and other parts of this part. The underground work was completed by repeating this work in sequence upward.

このような工法に使用している切梁はH形鋼で腹起しを
押えるため、その中間部分に伸縮駆動するジャッキを介
設し、このジャッキを伸張することによりH形鋼は両端
方向へ伸びて、腹起しが土留め壁を押圧付勢するもので
あった。
The beam used in such a construction method uses an H-shaped steel to press the upholstery, so a jack that expands and contracts is provided in the middle of the beam, and by extending this jack, the H-shaped steel moves toward both ends. It stretched and the abdomen urged against the retaining wall.

《発明が解決しようとする課題》 内壁用に打設したコンクリートが所要の強度に達する迄
の期間は切梁を外すことが出来ず、またその上部内壁を
構築するのに腹起し、切梁が支障になる為、切梁等を一
度外す必要があり、異業種間の錯綜と共に工期が長くな
る点を否めなかった。
<< Problems to be solved by the invention >> The cutting beam cannot be removed until the concrete cast for the inner wall reaches the required strength, and when the upper inner wall is angry, the cutting beam becomes angry. However, it is necessary to remove the crossbeams once because it will be a hindrance, and it is undeniable that the construction period will become longer due to the complexity of different industries.

安全性の問題もあり、一般に切梁等の架払いは掘削作業
や地下工事を中止して行う場合が多く、この架払作業の
工期に与える影響は大きかった。
Due to safety issues, in general, the excavation work and underground construction work are suspended before the removal of beams and the like, and this has had a large impact on the construction period.

本発明は上記事情に鑑みてなされたものであって、その
目的は切梁等の架払作業を迅速、かつ簡易に行える可動
切梁装置を提供するにある。
The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a movable cutting beam device that can quickly and easily carry out work for removing cutting beams and the like.

《課題を解決するための手段》 上記目的を達成するために、本発明の可動切梁装置は上
下動自在なテーブルを具える支柱と、該テーブル上にロ
ーラ、車輪等の転輪を介して軸方向に伸縮動可能に支承
した切梁等とから成るのである。
<< Means for Solving the Problems >> In order to achieve the above object, the movable beam cutting apparatus of the present invention includes a column having a vertically movable table and a roller on the table via rollers such as wheels and wheels. It is composed of beams and the like which are supported so as to be able to extend and contract in the axial direction.

《作用》 切梁はテーブル上に転輪を介して軸方向に伸縮可能であ
り、またテーブルは上下動自在なので、切梁は上下方向
および軸方向に可動である。
<< Operation >> Since the cutting beam can be expanded and contracted in the axial direction on the table through the rolling wheels, and the table can be moved up and down, the cutting beam can be moved in the vertical direction and the axial direction.

したがって、土留め壁を押圧付勢し又は解除したり、切
梁の架設深さを容易に変更できる。
Therefore, the earth retaining wall can be pressed or urged, and the erection depth of the girder can be easily changed.

《実施例》 以下、本発明の好適な実施例について図面を参照して詳
細に説明する。
«Examples» Hereinafter, preferred examples of the present invention will be described in detail with reference to the drawings.

第1図は可動切梁装置の中間部分の概略を示す。本装置
は土中の掘削深度に応じて切梁等が高さ方向に数段にわ
たって設けられる。
FIG. 1 shows an outline of an intermediate part of the movable beam strut apparatus. This device is provided with several beams in the height direction depending on the depth of excavation in the soil.

実施例の構成ではほぼ正方形状のテーブル1の四隅をそ
れぞれ支柱2で支持し、このテーブル1上にローラー3
を介して中途部に伸縮ジャッキ4を具える切梁5が設け
てある。
In the configuration of the embodiment, the four corners of the substantially square table 1 are supported by the columns 2, and the roller 3 is placed on the table 1.
A cross beam 5 having a telescopic jack 4 is provided midway through the.

テーブル1を上下動させるには、支柱2の上下端部に滑
車を配し、これにワイヤーロープを掛け回し、このワイ
ヤーロープを地上に設置したモーターウインチで巻き上
げ下げすることでもよいし、または支柱にラックギヤを
添設し、テーブルに設けたモーターの出力軸と連動する
ピニオンギヤを上記ラックギヤに係合させ、モーターに
よってテーブル1を上下に運動操作してもよい。
In order to move the table 1 up and down, pulleys may be arranged at the upper and lower ends of the column 2, a wire rope may be hung around this, and this wire rope may be hoisted and lowered by a motor winch installed on the ground, or the column A rack gear may be attached to the table, and a pinion gear that interlocks with the output shaft of a motor provided on the table may be engaged with the rack gear, and the table 1 may be vertically moved by the motor.

ローラー3はテーブル1上に回転自在に軸支され、その
外周面には案内リブが形成されている。このリブで切梁
5は軸方向に案内され、かつ軸方向に移動自在に支承さ
れる。
The roller 3 is rotatably supported on the table 1, and a guide rib is formed on the outer peripheral surface thereof. The rib 5 guides the beam 5 in the axial direction and is supported so as to be movable in the axial direction.

すなわち、ローラー3で切梁5を支承することにより、
切梁5は軸方向に対して自由な状態におかれている。し
たがって、キリンジャッキ等の伸縮ジャッキ4を伸縮さ
せたとき、切梁5は自由な伸縮運動が行なえる。
That is, by supporting the cutting beam 5 with the roller 3,
The cross beam 5 is set free in the axial direction. Therefore, when the expansion / contraction jack 4 such as a giraffe jack is expanded / contracted, the girder 5 can freely expand / contract.

切梁5はテーブル1上に二本並列に設置し、その軸方向
端面間に腹起し6を渡設している。
Two cut beams 5 are installed in parallel on the table 1, and an agitating member 6 is provided between the end faces in the axial direction.

第2図に示すように、土留め壁7に対してジャッキ4を
伸張すれば切梁5はそのままローラー3上を滑るように
伸びて腹起し6が土留め壁7を押圧し、土圧に対抗す
る。切梁5の長さはジャッキ4のストロークで調整す
る。
As shown in FIG. 2, when the jack 4 is extended with respect to the earth retaining wall 7, the girder 5 extends so as to slide on the roller 3 as it is, and the abdomen 6 presses the earth retaining wall 7 and the earth pressure. To counter. The length of the girder 5 is adjusted by the stroke of the jack 4.

《効果》 以上詳細に説明したように、本発明の可動切梁装置によ
れば、軸方向に伸縮動可能な切梁なので、腹起し等の押
圧や解除は容易であり、上下方向に対しても切梁等を支
承しているテーブルが支柱に上下動自在に設けてあるの
で、切梁等の架払い作業は切梁の伸縮制御とテーブルの
上下動とによって簡略迅速に行うことができる。したが
って、土中を掘り下げるときには切梁として、内壁施工
時には盛替え梁として利用することもできるので、施工
工期の短縮化、労力の軽減に効果的である。
<< Effects >> As described in detail above, according to the movable truss device of the present invention, since it is a truss that can be expanded and contracted in the axial direction, it is easy to press or release such as waving, and However, since the table supporting the beams and the like is provided on the column so that it can move up and down, the work of clearing the beams and the like can be performed simply and quickly by the expansion and contraction control of the beams and the up and down movement of the table. . Therefore, it can be used as a cutting beam when digging into the soil, and as a reshuffling beam when constructing an inner wall, which is effective in shortening the construction period and reducing labor.

また、テーブルの上下動を連続的に操作することによ
り、切梁等を最適な深さ位置で微調整できるので、高品
質な地下躯体を施工できる。
Further, by continuously operating the vertical movement of the table, the beam and the like can be finely adjusted at the optimum depth position, so that a high-quality underground structure can be constructed.

更に、従来は切梁等の盛替えが簡単でない場合には床コ
ンクリートや鉄骨梁を設ける都合で、力学的に不利な位
置になるとしても、その位置に切梁を架設するので、切
梁のメンバー断面等が大きくなるなどの不利もあった
が、本発明では連続的に迅速な微移動が可能なので、こ
の点についても解消できる効果がある。
Further, when it is not easy to replace the cut beams, it is convenient to install floor concrete or steel beams. Although there was a disadvantage that the member cross-section and the like became large, the present invention has the effect of being able to eliminate this point as well, since fine and continuous movement is possible in the present invention.

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

第1図は本発明に係る切梁装置を説明するための部分斜
視図、第2図は切梁の動きを示すための側面図である。 1……テーブル、2……支柱 3……ローラー、4……伸縮ジャッキ 5……切梁、6……腹起し 7……土留め壁
FIG. 1 is a partial perspective view for explaining a cutting beam device according to the present invention, and FIG. 2 is a side view for showing the movement of the cutting beam. 1 ... Table, 2 ... Posts 3 ... Rollers, 4 ... Expansion jacks 5 ... Girders, 6 ... Riseing 7 ... Soil retaining walls

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】上下動自在なテーブルを具える支柱と、該
テーブル上にローラ、車輪等の転輪を介して軸方向に伸
縮動可能に支承した切梁,腹起しとから成ることを特徴
とする可動切梁装置。
1. A column comprising a vertically movable table, a cutting beam supported on the table via rollers such as rollers and wheels so as to be capable of expanding and contracting in the axial direction, and a plenum. Characteristic movable beam device.
JP27911088A 1988-11-04 1988-11-04 Movable beam device Expired - Lifetime JPH0654009B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27911088A JPH0654009B2 (en) 1988-11-04 1988-11-04 Movable beam device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27911088A JPH0654009B2 (en) 1988-11-04 1988-11-04 Movable beam device

Publications (2)

Publication Number Publication Date
JPH02128014A JPH02128014A (en) 1990-05-16
JPH0654009B2 true JPH0654009B2 (en) 1994-07-20

Family

ID=17606555

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27911088A Expired - Lifetime JPH0654009B2 (en) 1988-11-04 1988-11-04 Movable beam device

Country Status (1)

Country Link
JP (1) JPH0654009B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4680397B2 (en) * 2001-02-09 2011-05-11 三菱重工メカトロシステムズ株式会社 Train lifting equipment
JP6664699B2 (en) * 2016-02-03 2020-03-13 清水建設株式会社 Mountain retaining method and support system

Also Published As

Publication number Publication date
JPH02128014A (en) 1990-05-16

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