JPH0521540Y2 - - Google Patents

Info

Publication number
JPH0521540Y2
JPH0521540Y2 JP11405789U JP11405789U JPH0521540Y2 JP H0521540 Y2 JPH0521540 Y2 JP H0521540Y2 JP 11405789 U JP11405789 U JP 11405789U JP 11405789 U JP11405789 U JP 11405789U JP H0521540 Y2 JPH0521540 Y2 JP H0521540Y2
Authority
JP
Japan
Prior art keywords
guide rail
elastic material
supporter
earth retaining
guide rails
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
JP11405789U
Other languages
Japanese (ja)
Other versions
JPH0354832U (en
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 filed Critical
Priority to JP11405789U priority Critical patent/JPH0521540Y2/ja
Publication of JPH0354832U publication Critical patent/JPH0354832U/ja
Application granted granted Critical
Publication of JPH0521540Y2 publication Critical patent/JPH0521540Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【考案の詳細な説明】 (考案が属する技術分野) 本考案は土留め用サポーター(切り梁)に関す
る。
[Detailed description of the invention] (Technical field to which the invention belongs) The present invention relates to earth retaining supporters (cut beams).

(考案の課題とその特徴点) 1対のガイドレールを溝巾に対応する長さの複
数本のサポーターで結合してガイドレールの組立
体を形成し、溝掘削の進行に伴い、前記組立体を
溝の長さ方向に所定間隔で順次、打設するととも
に、両側の隣接のガイドレール間に土留めパネル
を建て込む溝堀工法は、従来周知であり、この工
法用のサポーターとして、両端に、先端が湾曲し
た端部金物と弾性部材とを取り付け、端部金物を
ガイドレールの正面に固設した溝付係合部材にピ
ン結合して、その先端をガイドレールの本体に当
接するとともに、弾性部材を溝付係合部材の正面
に当接するようにしたもの(実公昭58−38022号
公報参照)、および、両端に、両側片の先端縁を
く字状に成形するとともに中間片の内面に弾性材
を固着したU字形の端部金物を取り付け、該端部
金物をガイドレールに突設した方形の結合部材に
ピン結合して、端部金物の両側片の先端をガイド
レールの本体に当接するとともに、弾性材を結合
部材の正面に当接するようにしたもの(実公昭58
−45320号公報参照)も既知である。
(Problems of the invention and its features) A guide rail assembly is formed by connecting a pair of guide rails with a plurality of supporters with a length corresponding to the trench width, and as trench excavation progresses, the assembly is assembled. The Mizohori construction method, in which earth retaining panels are placed between adjacent guide rails on both sides, is a well-known method in which earth retaining panels are installed at predetermined intervals along the length of the trench. Attach an end metal fitting with a curved tip and an elastic member, connect the end metal fitting with a pin to a grooved engagement member fixed to the front of the guide rail, and bring the tip into contact with the main body of the guide rail, One in which the elastic member is brought into contact with the front surface of the grooved engagement member (see Utility Model Publication No. 58-38022), and the tip edges of both pieces are formed into a dogleg shape at both ends, and the inner surface of the intermediate piece is Attach a U-shaped end metal fitting with an elastic material fixed to it, connect the end metal piece with a pin to a rectangular connecting member protruding from the guide rail, and connect the tips of both sides of the end metal piece to the main body of the guide rail. At the same time, the elastic material is brought into contact with the front side of the connecting member (Jikko 58
-45320) is also known.

前記サポーターは、ガイドレールに対して直角
な正常姿勢から上下何れの方向に傾斜しようとす
ると、弾性材が変形しながらこれに抵抗し、最後
は先端縁の一側の傾斜面がガイドレールに当つて
それ以上の傾斜が防止されるようになつており、
実用上有効なものであるが、このものの難点は、
弾性材をガイドレールに取り付けたサポーター軸
止部材(溝付係合部材、結合部材)に当接させる
ようにしているため、サポーター軸止部材に弾性
材の当接面を設ける必要があることである。
When the supporter tries to tilt upward or downward from its normal position perpendicular to the guide rail, the elastic material deforms and resists this, and eventually the inclined surface on one side of the tip edge touches the guide rail. It is designed to prevent further tilting.
Although it is practically effective, the drawback is that
Since the elastic material is brought into contact with the supporter shaft stopper member (grooved engagement member, coupling member) attached to the guide rail, it is necessary to provide a contact surface of the elastic material on the supporter shaft stopper member. be.

本考案は、前記難点を伴わない弾性材付きのサ
ポーターを提供することを目的としているもので
あつて、その構成上の特徴は実用新案登録請求の
範囲に記載したとおりである。
The object of the present invention is to provide a supporter with an elastic material that does not have the above-mentioned disadvantages, and its structural features are as described in the claims of the utility model registration.

すなわち、本考案の土留め用サポーターは、土
留めパネル建込み用のガイドレールにピン結合さ
れる両端のヘツド部のガイドレールに当接する端
面を、緩い傾斜の山形に形成するとともに、その
上下の傾斜面にそれぞれ弾性材を埋設し、該弾性
材の先端と山形の頂部と面一にし、弾性材をガイ
ドレールの本体に当接させるようにしてしている
ものである。
In other words, in the earth retaining supporter of the present invention, the end surfaces of the head portions at both ends that are pin-coupled to the guide rail for installing the earth retaining panel, which contact the guide rails, are formed into a gently sloped mountain shape, and the upper and lower An elastic material is embedded in each of the inclined surfaces, and the tip of the elastic material is flush with the top of the chevron, and the elastic material is brought into contact with the main body of the guide rail.

(実施例の説明) 第1図と第2図において、1はサポーター、2
は内面にねじ部を設けた筒体、3は外面にねじ部
を設けた伸縮筒体であり、サポーター1の長さは
筒体2の両端に挿入された伸縮筒体3,3の回動
伸縮により調節自在である。
(Description of Examples) In Figures 1 and 2, 1 is a supporter, 2
is a cylinder with a threaded part on the inner surface, 3 is a telescopic cylinder with a threaded part on the outer surface, and the length of the supporter 1 is determined by the rotation of the telescopic cylinders 3 inserted into both ends of the cylinder 2. It is adjustable by expanding and contracting.

伸縮筒体3の先端にはヘツド部4が取り付けら
れているが、このヘツド部4の端面は緩い傾斜
(7°程度)の山形に形成され、その上下の傾斜面
5,5には弾性材6,6が埋設され、弾性材6,
6の各先端はヘツド部4の端面の山形の頂部7と
面一になつている。
A head portion 4 is attached to the tip of the telescopic cylinder 3, and the end surface of the head portion 4 is formed into a gently sloped (about 7°) chevron shape, and the upper and lower sloped surfaces 5, 5 are made of elastic material. 6, 6 are buried, and the elastic material 6,
Each tip of the head portion 6 is flush with the chevron-shaped top portion 7 of the end surface of the head portion 4.

弾性材6の材料は任意であるが、ウレタンゴム
が好適である。また、その形状も任意であるが、
断面円形とし、変形し易いように内部に空所8,
8′を設けるのが好ましい(第3図参照)。
The material of the elastic member 6 is arbitrary, but urethane rubber is suitable. Also, its shape is arbitrary, but
It has a circular cross section, and there are 8 spaces inside to make it easier to deform.
8' (see Figure 3).

ヘツド部4には横向きのピン孔9が設けられ、
掘削溝巾に応じて長さを調節したサポーター1の
両端のヘツド部4,4は、ガイドレール10の正
面に突設した1対の軸止金物11の間に入れてピ
ン12により結合される(第4図参照)。
The head portion 4 is provided with a horizontal pin hole 9,
The head portions 4, 4 at both ends of the supporter 1, whose lengths are adjusted according to the width of the excavated groove, are inserted between a pair of shaft fasteners 11 protruding from the front of the guide rail 10, and are connected by pins 12. (See Figure 4).

1対のガイドレール10を複数のサポーター1
で結合して、ガイドレール10の組立体を形成
し、この組立体を、溝掘削の進行に伴い、溝の長
さ方向に所定間隔で順次、打設するとともに、両
側の隣接するガイドレール10の間に土留め用パ
ネルを落とし込んで、土留め工を構成する。この
際、サポーター1がガイドレール10に対して対
して直交状態のとき、サポーター1のヘツド部4
の先端は、弾性材6,6の各先端と山部の頂部と
の3点でガイドレール10に接触しているが、こ
の状態からサポーター1が上下何れかの方向に傾
こうとすると、一側の弾性材6が変形しながらこ
れに抵抗し、最後はヘツド部4の先端の一側の傾
斜面がガイドレール10に当つてそれ以上の傾斜
が防止されるので、ガイドレール10の組立体を
吊り上げて所定位置に据え付けるとき、両側のガ
イドレール10を交互に打ち込んで組立体を打設
するとき、および、ガイドレール10の組立体に
側方から土圧が作用するとき、の各段階におい
て、ガイドレール10の組立体の変形がそれぞれ
有効に制御され、工事を安全に行うことができ
る。
A pair of guide rails 10 are connected to a plurality of supporters 1
As trench excavation progresses, this assembly is successively driven at predetermined intervals in the length direction of the trench, and the adjacent guide rails 10 on both sides are joined together to form an assembly of guide rails 10. An earth retaining panel is inserted in between to form an earth retaining structure. At this time, when the supporter 1 is perpendicular to the guide rail 10, the head portion 4 of the supporter 1
The tip of the supporter 1 contacts the guide rail 10 at three points: the tips of the elastic members 6, 6 and the top of the crest, but if the supporter 1 tries to tilt in either direction up or down from this state, The elastic material 6 on the side deforms and resists this, and eventually the inclined surface on one side of the tip of the head portion 4 hits the guide rail 10, preventing further inclination, so that the assembly of the guide rail 10 is completed. At each stage: when hoisting and installing the assembly in a predetermined position, when driving the assembly by driving the guide rails 10 on both sides alternately, and when earth pressure acts on the assembly of the guide rails 10 from the side. , the deformation of the assembly of the guide rail 10 is effectively controlled, and the construction work can be carried out safely.

(考案の効果) 本考案の土留め用サポーターは、前述のような
ものであるから、工事の各段階において、ガイド
レールの組立体の変形がそれぞれ有効に制御さ
れ、工事を安全に行うことができる利点の外、ガ
イドレールに取り付けるサポーター軸止部材に弾
性材の当接面を設ける必要がないという顕著な利
点がある。
(Effects of the invention) Since the earth retaining supporter of the present invention is as described above, deformation of the guide rail assembly is effectively controlled at each stage of construction, and construction can be carried out safely. In addition to this advantage, there is a remarkable advantage that there is no need to provide an abutment surface of an elastic material on the supporter shaft stopper member attached to the guide rail.

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

第1図は本考案の一実施例の側面図、第2図は
同じく正面図、第3図は弾性材の一例の側面図、
第4図はガイドレールの組立体の一部拡大一部断
面側面図である。 1……サポーター、4……ヘツド部、5……傾
斜面、6……弾性材、7……頂部、9……ピン
孔、10……ガイドレール、…。
FIG. 1 is a side view of an embodiment of the present invention, FIG. 2 is a front view, and FIG. 3 is a side view of an example of an elastic material.
FIG. 4 is a partially enlarged, partially sectional side view of the guide rail assembly. DESCRIPTION OF SYMBOLS 1... Supporter, 4... Head part, 5... Inclined surface, 6... Elastic material, 7... Top part, 9... Pin hole, 10... Guide rail,...

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 土留めパネル建込み用のガイドレールにピン結
合される両端のヘツド部のガイドレールに当接す
る端面を、緩い傾斜の山形に形成するとともに、
その上下の傾斜面にそれぞれ弾性材を埋設し、該
弾性材の先端と山形の頂部とを面一にしたことを
特徴とする土留め用サポーター。
The end surfaces of the head portions at both ends that are pin-coupled to the guide rails for installing the earth retaining panel are formed into a gently sloped chevron shape, and are in contact with the guide rails.
An earth retaining supporter characterized in that an elastic material is embedded in each of the upper and lower sloped surfaces, and the tip of the elastic material and the top of the chevron are flush with each other.
JP11405789U 1989-09-28 1989-09-28 Expired - Lifetime JPH0521540Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11405789U JPH0521540Y2 (en) 1989-09-28 1989-09-28

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11405789U JPH0521540Y2 (en) 1989-09-28 1989-09-28

Publications (2)

Publication Number Publication Date
JPH0354832U JPH0354832U (en) 1991-05-27
JPH0521540Y2 true JPH0521540Y2 (en) 1993-06-02

Family

ID=31662446

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11405789U Expired - Lifetime JPH0521540Y2 (en) 1989-09-28 1989-09-28

Country Status (1)

Country Link
JP (1) JPH0521540Y2 (en)

Also Published As

Publication number Publication date
JPH0354832U (en) 1991-05-27

Similar Documents

Publication Publication Date Title
JPH0756136B2 (en) How to get angry in the Yamato construction method
JPH0521540Y2 (en)
US4140427A (en) Pile with rigid plate
JPH11247183A (en) Screwing type steel pipe pile with wing and its execution
US4873808A (en) Spacer block for standing seam roof
JP2001295275A (en) Timbering member and soil retaining timbering using the same
JP2560982Y2 (en) Anchor plate connection
JPS6024753Y2 (en) Support for preventing gutter collapse
JPH0412106Y2 (en)
JPH0626580Y2 (en) Support for soil retaining device
JP3136115B2 (en) Fixing bracket for earth retaining
JP2789509B2 (en) Steel guide wall
JPS6219703Y2 (en)
CN218780013U (en) Pile pad auxiliary equipment
JPS5838022Y2 (en) Support device for earth retaining structure for trench excavation
JPS5835713Y2 (en) Branch rod for utility poles
JPH0542185Y2 (en)
JP2857970B2 (en) Self-standing fixtures and fixing methods for planted trees
JPH0532598Y2 (en)
JP3382910B2 (en) Formwork panel
JPS6340486Y2 (en)
JPH0425365B2 (en)
KR200263937Y1 (en) Beam fixing supporter for building base groundwork
JPS6111355Y2 (en)
KR200234915Y1 (en) connector for protecting and reinforcing a steep slope