JPH06128959A - Adjusting device for strut axial force - Google Patents
Adjusting device for strut axial forceInfo
- Publication number
- JPH06128959A JPH06128959A JP29918592A JP29918592A JPH06128959A JP H06128959 A JPH06128959 A JP H06128959A JP 29918592 A JP29918592 A JP 29918592A JP 29918592 A JP29918592 A JP 29918592A JP H06128959 A JPH06128959 A JP H06128959A
- Authority
- JP
- Japan
- Prior art keywords
- wedge
- axial force
- strut
- grip
- pushed
- 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
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、土留部材等の間に架設
して土留部材等を支持する切梁の軸力調節装置に関する
ものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an axial force adjusting device for a truss which is installed between earth retaining members and supports the earth retaining members.
【０００２】[0002]
【従来技術の問題点】図５に示すように、地下構造物等
の構築の際には、土留部材ａにより構築空間の確保がな
される。そして、この土留部材ａが内側に倒れるのを防
止するために、土留部材ａの内側に沿って腹起こしｂを
設置し、この腹起こしｂ間に切梁ｃを架設して支持する
方法がとられる。ところで、切粱ｃは、仮設部材として
用いられるため、内部に構造物が完了した後には、撤去
しなければならない。しかし、工事の規模によっては、
切粱に２０００トン以上の軸力が作用している場合があ
る。そのため、従来の油圧ジャッキを用いる切梁の設置
及び撤去方法では、きわめて大きなものが必要となり、
実際の設置及び撤去が困難であり、かつ不経済である。2. Description of the Related Art As shown in FIG. 5, when constructing an underground structure or the like, the earth retaining member a secures a construction space. Then, in order to prevent the earth retaining member a from falling inward, a method of installing abdomen upright b along the inner side of the earthen retaining member a and installing a cross beam c between the abdomen uprising b and supporting it. To be By the way, since the cut cake c is used as a temporary member, it must be removed after the structure is completed inside. However, depending on the scale of construction,
There is a case where an axial force of 2000 tons or more acts on the cut rice. Therefore, the installation and removal method of the beam using the conventional hydraulic jack requires an extremely large one,
Actual installation and removal is difficult and uneconomical.
【０００３】[0003]
【課題を解決するための手段】本発明は、上記のような
問題点を解決するためになされたもので、従来のように
きわめて大きな油圧ジャッキを用いること無く、簡便な
機構により切梁の軸力を調節し、切梁の設置及び撤去を
容易に行えるよう構成した切梁軸力の調節装置を提供す
ることを目的とする。即ち、本発明は、土留部材等の間
に架設して土留部材等を支持する切梁の軸力調節装置に
おいて、前記切梁の端部と土留部材等との間に楔機構を
設け、楔の押し込み量の調節により切梁の軸力を調節可
能に構成したことを特徴とする、切梁軸力の調節装置で
ある。SUMMARY OF THE INVENTION The present invention has been made in order to solve the above-mentioned problems, and does not use an extremely large hydraulic jack as in the prior art, but uses a simple mechanism to provide a shaft for a beam. An object of the present invention is to provide an adjusting device for the axial force of a truss that is configured to adjust the force and to easily install and remove the truss. That is, the present invention relates to an axial force adjusting device for a cutting beam which is installed between soil retaining members or the like to support the soil retaining members or the like, and a wedge mechanism is provided between an end portion of the cutting beam and the soil retaining members or the like. The axial force of the cutting beam is adjustable by adjusting the pushing amount of the cutting beam.
【０００４】[0004]
【実施例】以下、図面を参照しながら、本発明の一実施
例について説明する。 ＜イ＞グリップ楔 図１に示すように、腹起こしｂ側面の切梁ｃ設置箇所
に、楔機構を設ける。楔機構は、グリップ楔とスライド
楔より構成する。グリップ楔１、２は、腹起こしｂの側
面に固定した取付台３から腹起こしｂと並行に、所定の
間隔をおいて二つのア−ム１１、２１を突設し、それら
の先端部に取り付ける。グリップ楔１、２は、図２に示
すように、それらの外側に切梁ｃ端面と並行な受圧面１
２、及び腹起こしｂ側面と並行な伝達面２２を形成す
る。また、それらの内側には、先端部に向かって徐々に
肉薄に形成したグリップ面１３、２３を形成し、スライ
ド楔４と合致する形状とする。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. <A> Grip Wedge As shown in FIG. 1, a wedge mechanism is provided at the location where the cut beam c is installed on the side surface of the abdomen upright b. The wedge mechanism is composed of a grip wedge and a slide wedge. The grip wedges 1 and 2 are provided with two arms 11 and 21 projecting from the mounting base 3 fixed to the side surface of the abdomen b in parallel with the abdomen b at predetermined intervals, and at their tips. Install. As shown in FIG. 2, the grip wedges 1 and 2 are provided on the outside thereof with the pressure receiving surface 1 parallel to the end face of the cross beam c.
2 and the transmission surface 22 parallel to the side surface of the abdomen upset b. Further, inside thereof, the grip surfaces 13 and 23 are formed so as to be gradually thinned toward the tip end, and have a shape matching the slide wedge 4.
【０００５】＜ロ＞スライド楔 スライド楔４は、腹起こしｂの側面に固定した油圧ジャ
ッキ５によって、グリップ楔１、２間に押し込み、後退
可能に構成する。図２に示すように、スライド楔４の外
側の両面はテ−パ−状に形成し、グリップ楔１、２間に
合致するスライド面４１とする。なお、このスライド面
４１の表面と、グリップ楔１、２のグリップ面１３、２
３の表面を、テフロンとステンレスとの組み合わせによ
り構成して摩擦抵抗を減少させ、スライド楔４の摺動を
容易に構成すると良い。<B> Slide wedge The slide wedge 4 is constructed so that it can be retracted by being pushed between the grip wedges 1 and 2 by a hydraulic jack 5 fixed to the side surface of the abdomen b. As shown in FIG. 2, both outer surfaces of the slide wedge 4 are formed in a taper shape to form a slide surface 41 that fits between the grip wedges 1 and 2. The surface of the slide surface 41 and the grip surfaces 13, 2 of the grip wedges 1, 2 are
It is preferable that the surface of 3 is made of a combination of Teflon and stainless steel to reduce the frictional resistance and the sliding of the slide wedge 4 is facilitated.
【０００６】[0006]
【作用】図２は、スライド楔４を、グリップ楔１、２間
に押し込んだ状態を示す。この場合、グリップ楔１、２
が外側に押し広げられるため、受圧面１２と切梁ｃ端面
が圧着するとともに、伝達面２３と腹起こしｂ側面が圧
着する。従って、スライド楔４の押し込み量、あるいは
楔の角度次第で、切梁ｃの軸力を調節することができ、
任意の軸力を与えて切梁ｃを設置することができる。切
粱ｃの解体に際しては、図３、４に示すように、スライ
ド楔４を後退させることによって、グリップ楔１、２を
お互いに接近させる。すると、グリップ楔１の受圧面１
２と切梁ｃ端面間に間隙Ｌが発生し、切梁ｃの軸力を解
除することができるため、容易に解体することができ
る。FIG. 2 shows a state in which the slide wedge 4 is pushed between the grip wedges 1 and 2. In this case, the grip wedges 1, 2
Is pushed outward, the pressure receiving surface 12 and the end surface of the cross beam c are crimped together, and the transmission surface 23 and the side surface of the raised b are crimped. Therefore, the axial force of the cutting beam c can be adjusted depending on the pushing amount of the slide wedge 4 or the angle of the wedge.
The truss c can be installed by giving an arbitrary axial force. At the time of dismantling the cut c, as shown in FIGS. 3 and 4, the slide wedges 4 are retracted to bring the grip wedges 1 and 2 closer to each other. Then, the pressure receiving surface 1 of the grip wedge 1
Since a gap L is generated between the end face of the truss 2 and the end face of the truss c, and the axial force of the truss c can be released, it can be easily disassembled.
【０００７】[0007]
【本発明の効果】本発明は以上説明したようになるた
め、次のような効果を得ることができる。 ＜イ＞楔を用いることにより、大きな軸力に対しても小
さな油圧ジャッキで抵抗できる。Since the present invention is as described above, the following effects can be obtained. <A> By using a wedge, a small hydraulic jack can resist a large axial force.
【０００８】＜ロ＞摩擦抵抗を減じた楔を用いることに
より、油圧ジャッキでその動きをコントロ−ルすること
が可能である。<B> By using a wedge with reduced frictional resistance, it is possible to control the movement of the hydraulic jack.
【０００９】＜ハ＞楔の押し込み量を調節することによ
って、切梁の軸力を調節することができる。<C> The axial force of the cutting beam can be adjusted by adjusting the pushing amount of the wedge.
【図１】 スライド楔を押し込んだ状態の斜視図FIG. 1 is a perspective view showing a state where a slide wedge is pushed in.
【図２】 スライド楔を押し込んだ状態の平面図FIG. 2 is a plan view showing a state where the slide wedge is pushed in.
【図３】 スライド楔を後退させた状態の斜視図FIG. 3 is a perspective view of the slide wedge retracted.
【図４】 スライド楔を後退させた状態の平面図FIG. 4 is a plan view of the slide wedge retracted.
【図５】 従来技術の説明図FIG. 5 is an explanatory diagram of a conventional technique.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 安斉 利昭 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 ─────────────────────────────────────────────────── --- Continuation of the front page (72) Inventor Toshiaki Anzai 1-25-1 Nishishinjuku, Shinjuku-ku, Tokyo Taisei Corporation
Claims (1)
支持する切梁の軸力調節装置において、 前記切梁の端部と土留部材等との間に楔機構を設け、 楔の押し込み量の調節により切梁の軸力を調節可能に構
成したことを特徴とする、 切梁軸力の調節装置。1. An axial force adjusting device for a cutting beam, which is erected between soil retaining members and supports the soil retaining members, wherein a wedge mechanism is provided between an end of the cutting beam and the soil retaining members. A device for adjusting the axial force of a cutting beam, characterized in that the axial force of the cutting beam can be adjusted by adjusting the pushing amount.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP29918592A JPH06128959A (en) | 1992-10-13 | 1992-10-13 | Adjusting device for strut axial force |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP29918592A JPH06128959A (en) | 1992-10-13 | 1992-10-13 | Adjusting device for strut axial force |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH06128959A true JPH06128959A (en) | 1994-05-10 |
Family
ID=17869249
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP29918592A Pending JPH06128959A (en) | 1992-10-13 | 1992-10-13 | Adjusting device for strut axial force |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH06128959A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111877357A (en) * | 2020-07-12 | 2020-11-03 | 福建岩土工程勘察研究院有限公司 | Deep foundation pit concrete support axial force compensation method |
| CN113670496A (en) * | 2021-08-16 | 2021-11-19 | 一汽解放大连柴油机有限公司 | Axial force measuring device, deformation analysis system and deformation analysis method |
-
1992
- 1992-10-13 JP JP29918592A patent/JPH06128959A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111877357A (en) * | 2020-07-12 | 2020-11-03 | 福建岩土工程勘察研究院有限公司 | Deep foundation pit concrete support axial force compensation method |
| CN113670496A (en) * | 2021-08-16 | 2021-11-19 | 一汽解放大连柴油机有限公司 | Axial force measuring device, deformation analysis system and deformation analysis method |
| CN113670496B (en) * | 2021-08-16 | 2024-04-09 | 一汽解放大连柴油机有限公司 | Deformation analysis system and deformation analysis method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| AU601643B2 (en) | Process for connection of supports, and support system | |
| KR0160175B1 (en) | Prestressed caisson bearing pier and structural foundation device | |
| US4471588A (en) | Tie rod | |
| WO1994015045A1 (en) | A foot or top plate assembly | |
| CN113047305A (en) | Can bear tensile foundation ditch steel shotcrete supporting construction | |
| JPH06128959A (en) | Adjusting device for strut axial force | |
| US3960357A (en) | Form support means for use with performed girders | |
| DE3117547A1 (en) | DEVICE FOR SUPPORTING PANEL PANELS AND THE LIKE ON CONSTRUCTION PARTS | |
| SE7906460L (en) | DEVICE FOR ANCHORING IN THE MARKET | |
| EP0058042A1 (en) | Device for securing a body to the leg of a support structure | |
| US2812834A (en) | Adjustable column | |
| ITGE20000106A1 (en) | MULTI-FUNCTIONAL PREFABRICATED CENTINA. | |
| CA2130451C (en) | A foot or top plate assembly | |
| KR100900995B1 (en) | Messer shield excavator apparatus for curved tunnel excavation and excavation method using the same | |
| JP2566162B2 (en) | Method for cutting and expanding between parallel tunnels and supporting device used therefor | |
| JPS62202121A (en) | Jack-up method for shore strut | |
| CN220225354U (en) | Engineering construction foundation pit support structure | |
| JP3295615B2 (en) | Locking structure of cutting beams for earth retaining | |
| KR102431162B1 (en) | Pre-loading jack for retaining wall | |
| IE913047A1 (en) | Scaffolding structures | |
| GB2180876A (en) | Scaffolding strut | |
| JP2000080653A (en) | Reinforcing jack | |
| JPH0533558Y2 (en) | ||
| SU739181A1 (en) | Anchor bolt | |
| JPS6042151Y2 (en) | stone splitting device |