JPH08209701A - Stretch beam supporting apparatus - Google Patents

Stretch beam supporting apparatus

Info

Publication number
JPH08209701A
JPH08209701A JP1422995A JP1422995A JPH08209701A JP H08209701 A JPH08209701 A JP H08209701A JP 1422995 A JP1422995 A JP 1422995A JP 1422995 A JP1422995 A JP 1422995A JP H08209701 A JPH08209701 A JP H08209701A
Authority
JP
Japan
Prior art keywords
stretch
rod
tension
eccentric cam
beam support
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
JP1422995A
Other languages
Japanese (ja)
Inventor
Yasuo Suzuki
保夫 鈴木
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP1422995A priority Critical patent/JPH08209701A/en
Publication of JPH08209701A publication Critical patent/JPH08209701A/en
Pending legal-status Critical Current

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

Abstract

PURPOSE: To provide a stretch beam supporting apparatus that can support a transverse stretch beam for a sheet pile or a sheathing board by pressing the stretch beam with simple and quick operations. CONSTITUTION: A stretch adjustment rod 2 and a stretch movement rod 3 are inserted respectively from one side and the other side of a stretch beam support pipe 1 so that they can slide inside the pipe. A plurality of adjustment holes 2' are drilled to the stretch adjustment rod 2 at intervals in a straight line. With one adjustment hole 2' selected, an insert pin 4 is inserted through an insert hole provided at the stretch beam support pipe 1 into the selected adjustment hole 2', and thereby the length of projection is adjusted and determined for the stretch adjustment rod 2. An eccentric cam mechanism (a) is provided at the stretch beam support pipe 1 for making the stretch movement rod 3 project or retreat, and the length of projection is adjusted and determined for the stretch movement rod 3 by turning the eccentric cam mechanism (a). A return prevention mechanism (b) is provided at the eccentric cam mechanism (a).

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は山どめ工事の際周囲地盤
の土圧を支える矢板やせき板などを支える張梁サポート
具に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tension beam support tool for supporting sheet piles, weir boards, etc. that support earth pressure of surrounding ground during mountain dam construction.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】従来よ
り根切り工事にあたって周囲地盤の土圧を支えて崩れな
いようにするため山止め工事が行われているが、その
際、矢板やせき板などを横渡し張梁で支持し、この横渡
し張梁を複数個のターンバックル方式のサポート具で支
承しているが、この従来型のサポート具は螺子を回すの
に時間がかかるうえに、サポート具を外す際に土圧がか
かっているためナットを回すことに力を要し、また左右
の螺子部に土砂などが付着していたり、錆び付いていた
りして螺子をまわすことが困難なことがあった。
2. Description of the Related Art Conventionally, mountain cutting work has been carried out in order to support the earth pressure of the surrounding ground and prevent it from collapsing during root cutting work. Etc. are supported by a horizontal cross beam, and this horizontal cross beam is supported by a plurality of turnbuckle type support tools, but this conventional support tool takes time to rotate the screw, Since earth pressure is applied when removing the support tool, it takes a lot of force to turn the nut, and it is difficult to turn the screw due to dirt and sand adhering to the left and right screw parts or rust. was there.

【0003】本発明は上記欠点を解決し、ワン・タッチ
で横渡し張梁を支承したあと簡単に取り外すことのでき
る張梁サポート具を提供するものである。
SUMMARY OF THE INVENTION The present invention solves the above-mentioned drawbacks and provides a tension beam support device which can be easily removed after supporting a transverse tension beam with one touch.

【0004】[0004]

【課題を解決するための手段】添付図面を参照して本発
明の要旨を説明する。
The gist of the present invention will be described with reference to the accompanying drawings.

【0005】張梁サポート管1の左右に突っ張り調節杆
2と張出移動杆3とをスライド可能に挿入し、突っ張り
調節杆2に複数個の調節孔2’を間隙を置いて直列状態
に穿孔し、この調節孔2’を選定して張梁サポート管1
に穿孔した挿込孔1’より挿入ピン4を調節孔2’に嵌
入して突っ張り調節杆2の突出長さを調節固定し、張梁
サポート管1に張出移動杆3を突没作動せしめる偏心カ
ム機構aを設け、この偏心カム機構aを回動して張出移
動杆3の突出長さを調節固定し、この偏心カム機構aに
戻動防止機構bを設けたことを特徴とする山どめ工事等
の張梁サポート具に係るものである。
The tension adjustment rods 2 and the overhanging movement rods 3 are slidably inserted into the right and left sides of the tension beam support pipe 1, and a plurality of adjustment holes 2'are formed in the tension adjustment rod 2 at intervals to form a series of holes. Then, select this adjustment hole 2'and use the tension beam support pipe 1
Insert the insertion pin 4 into the adjustment hole 2'from the insertion hole 1'drilled in the hole to adjust and fix the protruding length of the tension adjustment rod 2, and operate the overhanging movement rod 3 in the tension beam support pipe 1 to project and retract. An eccentric cam mechanism a is provided, the eccentric cam mechanism a is rotated to adjust and fix the protruding length of the overhanging movement rod 3, and the eccentric cam mechanism a is provided with a return movement preventing mechanism b. This is related to a beam support tool for mountain dam construction.

【0006】[0006]

【作用】突っ張り調節杆2に穿孔した調節孔2’を選定
して張梁サポート管1に穿孔した挿入孔1’より挿入ピ
ン4を調節孔2’に嵌入して突っ張り調節杆2の突出長
さを調節固定し、この突っ張り調節杆2の先端を山止め
工事の一側の横渡し張梁に当接させたあと張出移動杆3
の先端を他側の横渡し張梁に当接し、偏心機構aを回動
して張出移動杆3と突出させて張梁サポート具を両者間
に張設し、戻動防止機構bで偏心カム機構aの戻動を防
止して両者を張設状態で固定する。
Operation: Select the adjustment hole 2'drilled in the tension adjustment rod 2, and insert the insertion pin 4 into the adjustment hole 2'from the insertion hole 1'drilled in the tension beam support tube 1 to project the length of the tension adjustment rod 2. After adjusting and fixing the height, the tip of the tension adjustment rod 2 is brought into contact with the cross beam on one side of the mountain stopper work, and then the overhanging movement rod 3
The tip of the tension beam to the cross beam on the other side, the eccentric mechanism a is rotated to project from the overhanging movement rod 3, and the tension beam support tool is tensioned between the two, and the eccentric mechanism b is used for eccentricity. The cam mechanism a is prevented from returning and is fixed in a tensioned state.

【0007】工事が終了したら戻動防止機構aを解除し
て偏心カム機構aを逆回動させて張出移動杆3を戻し張
梁サポート具の張設を弛める。
When the construction is completed, the return movement preventing mechanism a is released, the eccentric cam mechanism a is rotated in the reverse direction, and the extension moving rod 3 is returned to loosen the tension of the tension beam support tool.

【0008】[0008]

【実施例】添付図面は本発明に好適な実施の一例を図示
したものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The accompanying drawings illustrate one preferred embodiment of the present invention.

【0009】張梁サポート管1の左右に突っ張り調節杆
2と張出移動杆3とをスライド可能に挿入し、突っ張り
調節杆2に調節孔2’を間隙を置いて直列状態に穿孔
し、この調節孔2’を選定して張梁サポート管1の左端
部に穿孔した挿入孔1’より挿入ピン4を調節孔2’に
嵌入して突っ張り調節孔2の突出長さを調節固定する。
張梁サポート管1に張出移動杆3を突没作動せしめる偏
心カム機構aを設け、この偏心カム機構aを回動して張
出移動杆3の突出長さを張設固定し、この偏心カム機構
aに戻動防止機構bを設ける。
The tension adjusting rods 2 and the extension moving rods 3 are slidably inserted into the right and left sides of the tension beam support pipe 1, and the adjustment holes 2'are bored in series in the tension adjusting rod 2 with a gap therebetween. The adjustment hole 2'is selected and the insertion pin 4 is inserted into the adjustment hole 2'through the insertion hole 1'perforated at the left end of the tension beam support tube 1 to adjust and fix the protruding length of the tension adjustment hole 2.
An eccentric cam mechanism a for projecting and retracting the overhanging moving rod 3 is provided on the tension beam support pipe 1, and the eccentric cam mechanism a is rotated to stretch and fix the projecting length of the overhanging moving rod 3. The cam mechanism a is provided with a return movement prevention mechanism b.

【0010】図示した偏心カム機構aについて説明す
る。
The illustrated eccentric cam mechanism a will be described.

【0011】張梁サポート管1に鍔部上に突出短軸を突
設した枢着軸6を設けてこの枢着軸6の下端の突出端軸
を張梁サポート管1に溶接にて接着し、枢着軸6に外形
形状円板形状の偏心カム板7の偏心軸孔を被嵌してワッ
シャ8,綴じボルト9により偏心カム板7を枢着軸6に
上下動不能にして枢着軸6を軸として偏心回動可能に枢
着係止し、この偏心カム板7の張出移動杆3寄りの張梁
サポート管1上に偏心カム板7のほぼ半周端面に係合当
接する係合凹板10を設け、張梁サポート管1に係合凹板
10の下方より張出移動杆3に向かって所定長さの長溝孔
11を穿溝し、係合凹板10に軸着孔を設け、この軸着孔に
ピンボルト12を挿通軸着してその先端部を前記長溝孔11
を介して張出移動杆3に螺着止着し、偏心カム板10の偏
心軸孔の周縁部に偏心カム板7を枢着軸6のまわりに回
動せしめる上端閉塞短管状の回動体13を立設固定してそ
の上端部に回動工具14の先端に係合するかんざしピン1
3’を左右突設状態に貫通止着する。前記張梁サポート
管1内に止着ピン14を設け、この止着ピン14を張出移動
杆3の基端間に抗張バネ15を張設して張出移動杆3を介
して係合凹板13を常時偏心カム板7に押圧状態に付勢な
らしめ、前記かんざしピン13’に係合する回動工具16で
回動体13を回動すると、偏心カム板7が枢着軸6を軸と
して偏心回動し、偏心カム板7の外周端面に当接してい
る係合凹板10が移動し、係合凹板10に設けたピンボルト
12が長溝孔11をガイドとして移動するので梁出移動杆3
の先端が張梁サポート管1をガイドとして突没移動す
る。
The tension beam support pipe 1 is provided with a pivot shaft 6 having a protruding short shaft projecting above the flange portion, and the projecting end shaft of the lower end of the pivot shaft 6 is bonded to the tension beam support pipe 1 by welding. The eccentric cam plate 7 is fitted to the eccentric shaft hole of the outer shape disk-shaped eccentric cam plate 7, and the eccentric cam plate 7 is fixed to the pivot shaft 6 by the washer 8 and the binding bolt 9 so that the eccentric cam plate 7 cannot be vertically moved. An eccentric cam plate 7 is pivotally locked so that it can be eccentrically rotated, and the eccentric cam plate 7 is engaged with and abuts on the half-circumferential end surface of the eccentric cam plate 7 on the tension beam support pipe 1 near the overhanging rod 3. The concave plate 10 is provided to engage the tension beam support pipe 1
A slot having a predetermined length from below 10 toward the overhanging rod 3.
11 is bored and a shaft mounting hole is formed in the engaging concave plate 10. A pin bolt 12 is inserted and shaft mounted in the shaft mounting hole so that the tip end thereof is in the long groove hole 11
The eccentric cam plate 10 is screwed and fixed to the overhanging moving rod 3 via the upper end of the eccentric cam plate 10, and the eccentric cam plate 7 is rotated around the pivot shaft 6. Is fixed upright and its upper end engages with the tip of the rotating tool 14 Pin 1
3'is fixed to the left and right side so that it penetrates. A fastening pin 14 is provided in the tension beam support pipe 1, and a tension spring 15 is stretched between the base ends of the extension moving rod 3 to engage the extension pin with the extension rod 3. When the concave plate 13 is constantly biased to the eccentric cam plate 7 in a pressed state and the rotary body 13 is rotated by the rotary tool 16 that engages with the pin pin 13 ', the eccentric cam plate 7 causes the pivot shaft 6 to move. As the shaft rotates eccentrically, the engaging concave plate 10 in contact with the outer peripheral end surface of the eccentric cam plate 7 moves, and the pin bolt provided on the engaging concave plate 10 moves.
Since the 12 moves with the long slot 11 as a guide, the beam moving rod 3
The tip of the bulge moves with the tension beam support tube 1 as a guide.

【0012】尚、図中符号17は長溝孔11を覆い長溝孔11
より張梁サポート管1内に土砂の侵入を防止する被覆カ
バである。
Reference numeral 17 in the drawing denotes a long groove hole 11 which covers the long groove hole 11.
It is a covered cover that further prevents the entry of earth and sand into the tension beam support pipe 1.

【0013】戻動防止機構bについて説明する。The return movement preventing mechanism b will be described.

【0014】偏心カム板7より突っ張り調節杆2寄りの
張梁サポート管1上にスライド筒19をスライド自在に被
嵌し、張梁サポート管1とスライド筒19に夫々キー道及
びキー溝を設け、このキー道及びキー溝に係合する勾配
キー間24をキー道に固定し、スライド筒19のキー溝部に
スライド管19を張梁サポート管1上にスライドさせたと
き所望の位置でスライド筒19を張梁サポート管1に固定
できるL型ハンドル状の螺子止め金具20を螺着する。
A slide cylinder 19 is slidably fitted on a tension beam support pipe 1 located closer to the tension rod 2 than the eccentric cam plate 7, and a keyway and a key groove are provided in the tension beam support pipe 1 and the slide cylinder 19, respectively. , The gradient key gap 24 engaging with the keyway and the keyway is fixed to the keyway, and when the slide tube 19 is slid onto the tension beam support tube 1 in the keyway part of the slide tube 19, the slide tube is at a desired position. An L-shaped handle-like screw stopper fitting 20 capable of fixing 19 to the tension beam support pipe 1 is screwed.

【0015】スライド管19より偏心カム板7のカム部に
当接する戻動防止杆21を突設する。尚符号22,23は横渡
し張梁に当接し突っ張り張設杆2,張出移動杆3を引っ
掛け係止する当て板である。
A return movement preventing rod 21 that abuts on the cam portion of the eccentric cam plate 7 is projected from the slide tube 19. Reference numerals 22 and 23 are abutting plates which come into contact with the transverse beam and engage and lock the strut tension rod 2 and the overhanging movement rod 3.

【0016】本実施例を上記のように構成したので、突
っ張り調節杆2の調節孔2’を選定して挿入孔1’より
挿入ピン4を調節孔2’に嵌入して突っ張り調節杆2の
突出長さを調節固定し、この突っ張り調節杆2の当て板
22を山止め工事の一側の横渡し張梁に当接したあと回動
工具16により回動体13を回動すると偏心カム機構aによ
り偏心カム板7が枢着軸6を偏心回動中心として回動
し、係合凹板10が移動するのでピンボルト12が長溝孔11
をガイドとして前方に移動し、このピンボルト12の移動
により張出移動杆3が張梁サポート管1をガイドとして
先方に突出状態に移動し張出移動杆3の当て板23が他側
の横渡し張梁を押圧して該張梁サポート具で横渡し張梁
を張設状態に支承し、戻動防止機構のスライド筒19を移
動せしめて戻動防止杆21の先端を偏心カム板7に当接せ
しめて螺子止め金具20の鍵状ハンドル部を回動して螺子
止め金具20の先端を勾配キーに当接せしめてスライド筒
19を張梁サポート管1に止着し偏心カム板7の戻動を防
止する。
Since the present embodiment is constructed as described above, the adjustment hole 2'of the tension adjustment rod 2 is selected, and the insertion pin 4 is inserted into the adjustment hole 2'through the insertion hole 1'and the tension adjustment rod 2 is inserted. Adjusting and fixing the protruding length, the backing plate of this tensioning rod 2.
When the rotating tool 13 is rotated by the rotating tool 16 after the 22 is brought into contact with the cross beam on one side of the mountain stopper work, the eccentric cam plate a causes the eccentric cam plate 7 to use the pivot shaft 6 as the eccentric rotation center. As the engaging concave plate 10 moves as it rotates, the pin bolt 12 moves into the slot 11
Using the tension bolt support tube 1 as a guide, the overhanging movement rod 3 moves forward in a protruding state by the movement of the pin bolt 12, and the backing plate 23 of the extension movement rod 3 crosses over to the other side. The tension beam is pressed to laterally support the tension beam with the tension beam support tool, and the slide cylinder 19 of the return movement preventing mechanism is moved so that the tip of the return movement preventing rod 21 contacts the eccentric cam plate 7. Rotate the key-like handle part of the screw stopper 20 by contacting it, and bring the tip of the screw stopper 20 into contact with the gradient key to slide the cylinder.
19 is fixed to the tension beam support pipe 1 to prevent the eccentric cam plate 7 from returning.

【0017】[0017]

【発明の効果】本実施例を上記のように構成したので、
張設孔と挿入ピンにより突っ張り調節杆の突出長さを調
節した後、偏心カム機構により張出移動杆をワンタッチ
で突出して張梁サポート具で横渡し張梁を張設状態で支
承し、この状態を戻動防止機構により偏心カム機構の戻
動を防止して持続させることが可能となり、且つ工事終
了後は戻動防止機構を解除して偏心カム機構により簡単
に張梁サポート具の支承状態を弛めることができるの
で、従来のターンバックル式のサポート具のように土砂
により螺子部が錆び付いたり固着する欠点がなく作業能
力が向上する実用的で秀れた張梁サポート具となる。
Since the present embodiment is constructed as described above,
After adjusting the protruding length of the tension adjustment rod with the tension hole and the insertion pin, the eccentric cam mechanism projects the overhanging movement rod with one touch, and the transverse beam is supported by the tension beam support tool in the tensioned state. It is possible to prevent the eccentric cam mechanism from returning by the anti-return mechanism and keep it in this state.After the completion of construction, the anti-return mechanism is released and the eccentric cam mechanism makes it easy to support the tension beam support device. Since it can be loosened, it is a practical and excellent tension beam support tool that improves workability without the drawback that the screw part rusts or sticks to the screw part due to the earth and sand unlike the conventional turnbuckle type support tool.

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

【図1】本実施例の斜視図である。FIG. 1 is a perspective view of the present embodiment.

【図2】本実施例の一部を切欠ける側面図である。FIG. 2 is a side view in which a part of the present embodiment is cut away.

【図3】本実施例の要部の作用前の平面図である。FIG. 3 is a plan view of an essential part of this embodiment before the operation.

【図4】実施例の要部の使用状態を示す平面図である。FIG. 4 is a plan view showing a usage state of a main part of the embodiment.

【図5】実施例の使用状態を示す一部を切欠ける側面図
である。
FIG. 5 is a partially cutaway side view showing a usage state of the embodiment.

【符号の説明】[Explanation of symbols]

a 偏心カム機構 b 戻動防止機構 1 張梁サポート管 1’ 挿入孔 2 突っ張り調節杆 2’ 調節孔 3 張出移動杆 4 挿入ピン a eccentric cam mechanism b return movement prevention mechanism 1 tension beam support pipe 1'insertion hole 2 bulge adjustment rod 2'adjustment hole 3 overhanging movement rod 4 insertion pin

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 張梁サポート管の左右に突っ張り調節杆
と張出移動杆とをスライド可能に挿入し、突っ張り調節
杆に複数個の調節孔を間隙を置いて直列状態に穿孔し、
この調節孔を選定して張梁サポート管に穿孔した挿込孔
より挿入ピンを調節孔に嵌入して突っ張り調節杆の突出
長さを調節固定し、張梁サポート管に張出移動杆を突没
作動せしめる偏心カム機構を設け、この偏心カム機構を
回動して張出移動杆の突出長さを調節固定し、この偏心
カム機構に戻動防止機構を設けたことを特徴とする山ど
め工事等の張梁サポート具。
1. A tension adjusting rod and an extension moving rod are slidably inserted to the left and right of a tension beam support pipe, and a plurality of adjustment holes are formed in the tension adjusting rod in a series to form a gap.
Select this adjustment hole and insert an insertion pin into the adjustment hole from the insertion hole drilled in the tension beam support tube to adjust and fix the protruding length of the tension adjustment rod, and project the overhanging movement rod to the tension beam support tube. An eccentric cam mechanism for retracting operation is provided, the eccentric cam mechanism is rotated to adjust and fix the protruding length of the overhanging moving rod, and the eccentric cam mechanism is provided with a return preventing mechanism. Beam support tool for construction work.
JP1422995A 1995-01-31 1995-01-31 Stretch beam supporting apparatus Pending JPH08209701A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1422995A JPH08209701A (en) 1995-01-31 1995-01-31 Stretch beam supporting apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1422995A JPH08209701A (en) 1995-01-31 1995-01-31 Stretch beam supporting apparatus

Publications (1)

Publication Number Publication Date
JPH08209701A true JPH08209701A (en) 1996-08-13

Family

ID=11855250

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1422995A Pending JPH08209701A (en) 1995-01-31 1995-01-31 Stretch beam supporting apparatus

Country Status (1)

Country Link
JP (1) JPH08209701A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109778875A (en) * 2019-03-06 2019-05-21 戴向胜 The combination Circular Steel Support structure of axle power command displacement

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109778875A (en) * 2019-03-06 2019-05-21 戴向胜 The combination Circular Steel Support structure of axle power command displacement

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