JPS5919700U - Slide form for tunnel construction - Google Patents
Slide form for tunnel constructionInfo
- Publication number
- JPS5919700U JPS5919700U JP11343182U JP11343182U JPS5919700U JP S5919700 U JPS5919700 U JP S5919700U JP 11343182 U JP11343182 U JP 11343182U JP 11343182 U JP11343182 U JP 11343182U JP S5919700 U JPS5919700 U JP S5919700U
- Authority
- JP
- Japan
- Prior art keywords
- slide form
- stop plate
- moving
- traveling wheel
- movement
- 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.)
- Granted
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
第1図及び第2図はガントリービームが折曲げ可能とな
っていない従来のスライドフオームの概略を示す夫々平
面図及び立面図である。第3図、第4図及び第5図は折
曲げ可能なガントリ・−ビームを持つ本考案のスライド
フオームの各種の状態を平面図で表わしたものであり、
第3図は折曲げる前の状態、第4図はトンネルの円弧状
曲線部で用いるときの状態、第5図はS字状曲線部で用
いるときの状態である。第6図はトンネル内の曲線部で
ガントリービームを折曲げる前の状態と折曲げた後の状
態とを比較した平面図であり、破線は折曲げる前の状態
を示している。第7図及び第8図はガントリービームの
折曲げ部を取出して平面図で表わしたものであり、第7
図は折曲げる前の状態、第8図は折曲げた後の状態を示
す。第9図は折曲げ部を立面図で表わしたものである。
第10図及び第11図はガントリ一本体と走行車輪架台
の相互移動を説明する図であり、第10図は移動前の状
態を、第11図は移動後の状態を示す。
いずれも、移動調整装置の位置における断面図である。
第12図は移動調整装置の詳細を示す断面図である。第
13図はガントリービームが折曲げられたスライドフオ
ームの移動前及び移動後における状態を表わす平面図で
あり、破線はスライドフオームの移動前の状態を示して
いる。
図において、1はガントリ一本体、2はガントリービー
ム、3は走行車輪架台、31は走行車輪、4は地山、5
は折曲げ箇所、51はピン、52はラチェット式ターン
バックル、53は溝型鋼、6はレール、71はガントリ
一本体の移動停止板、72は走行車輪架台の移動停止板
、73及び74はナツト、75はネジ切りした鋼棒、7
6は移動停止板補強プレートである。・1 and 2 are a plan view and an elevation view, respectively, schematically showing a conventional slide form in which the gantry beam is not bendable. 3, 4 and 5 are plan views of various states of the slide form of the present invention having a bendable gantry-beam;
FIG. 3 shows the state before bending, FIG. 4 shows the state when used in an arcuate curved section of a tunnel, and FIG. 5 shows the state when used in an S-shaped curved section. FIG. 6 is a plan view comparing the state before the gantry beam is bent and the state after the gantry beam is bent at a curved portion in the tunnel, and the broken line indicates the state before the bending. Figures 7 and 8 are plan views of the bent portion of the gantry beam.
The figure shows the state before bending, and FIG. 8 shows the state after bending. FIG. 9 is an elevational view of the folded portion. FIGS. 10 and 11 are diagrams for explaining the mutual movement of the gantry main body and the traveling wheel frame, with FIG. 10 showing the state before movement, and FIG. 11 showing the state after movement. Both are cross-sectional views at the position of the movement adjustment device. FIG. 12 is a sectional view showing details of the movement adjustment device. FIG. 13 is a plan view showing the state of the slide form with the bent gantry beam before and after movement, and the broken line shows the state of the slide form before movement. In the figure, 1 is the gantry main body, 2 is the gantry beam, 3 is the running wheel frame, 31 is the running wheel, 4 is the ground, 5
51 is the bending point, 51 is the pin, 52 is the ratchet type turnbuckle, 53 is the channel steel, 6 is the rail, 71 is the movement stop plate of the gantry body, 72 is the movement stop plate of the traveling wheel mount, 73 and 74 are nuts , 75 is a threaded steel bar, 7
6 is a movement stop plate reinforcing plate.・
Claims (1)
ームにおいて、スライドフオームを構成する型枠移動用
の鋼桁に用いる鋼材がその少なくとも前部及び後部各1
箇所で屈折可能に構成されていること、並びに、該型枠
移動用の鋼桁とガントリ一本体とが固定されているガン
トリ一本体とスライドフオーム全体を塔載する走行車輪
架台とが固定されていないために鋼桁と走行車輪架台と
が相互に位置を変えられる構造となっていること、を特
徴とするトンネル工事用スライドフオーム。 ′ 2 前記した型枠移動用の鋼桁の屈折可能箇所は、その
前後が両端を固定した伸縮装置で結ばれていて、これを
操作して伸縮させることにより屈折可能とされている、
実用新案登録請求の範囲第1項記載のスライドフオーム
。 3 ガントリ一本体に固定された移動停止板と走行車輪
架台に固定された移動停止板とが移動調整装置で連結さ
れていて、該移動調整装置を操作してガントリ一本体の
移動停止板と走行車輪架台の移動停止板との間隔を拡げ
るかまたは縮めることにより、トンネル軸線の左右方向
にガントリ一本体と走行車輪架台とを相互移動させる、
実用新案登録請求の範囲第1項記載のスライドフオーム
。[Scope of Claim for Utility Model Registration] 1. In a slide form used for secondary lining of tunnel construction, the steel material used for the steel girder for moving the formwork that constitutes the slide form is at least 1 in each of the front and rear parts.
In addition, the gantry body to which the steel girder for moving the formwork and the gantry body are fixed, and the traveling wheel frame on which the entire slide form is mounted are fixed. A slide form for tunnel construction, characterized by having a structure in which the steel girder and the traveling wheel frame can be mutually changed in position to prevent the steel girder and the traveling wheel mount from moving. ' 2 The bendable part of the steel girder for moving the formwork mentioned above is connected at the front and back by an expansion and contraction device with both ends fixed, and can be bent by operating this to expand and contract.
A slide form according to claim 1 of the utility model registration claim. 3. The movement stop plate fixed to the gantry body and the movement stop plate fixed to the traveling wheel frame are connected by a movement adjustment device, and the movement adjustment device is operated to adjust the movement stop plate of the gantry body and the movement stop plate. mutually moving the gantry body and the traveling wheel mount in the left-right direction of the tunnel axis by increasing or reducing the distance between the wheel mount and the movement stop plate;
A slide form according to claim 1 of the utility model registration claim.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11343182U JPS5919700U (en) | 1982-07-28 | 1982-07-28 | Slide form for tunnel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11343182U JPS5919700U (en) | 1982-07-28 | 1982-07-28 | Slide form for tunnel construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5919700U true JPS5919700U (en) | 1984-02-06 |
| JPS6219760Y2 JPS6219760Y2 (en) | 1987-05-20 |
Family
ID=30262585
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11343182U Granted JPS5919700U (en) | 1982-07-28 | 1982-07-28 | Slide form for tunnel construction |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5919700U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2020122299A (en) * | 2019-01-29 | 2020-08-13 | 株式会社奥村組 | Formwork for tunnel lining |
-
1982
- 1982-07-28 JP JP11343182U patent/JPS5919700U/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2020122299A (en) * | 2019-01-29 | 2020-08-13 | 株式会社奥村組 | Formwork for tunnel lining |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6219760Y2 (en) | 1987-05-20 |
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