JPH04105191U - liner plate - Google Patents
liner plateInfo
- Publication number
- JPH04105191U JPH04105191U JP872791U JP872791U JPH04105191U JP H04105191 U JPH04105191 U JP H04105191U JP 872791 U JP872791 U JP 872791U JP 872791 U JP872791 U JP 872791U JP H04105191 U JPH04105191 U JP H04105191U
- Authority
- JP
- Japan
- Prior art keywords
- liner plate
- bag
- fluid
- fluid filling
- frame
- 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
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
(57)【要約】
【目的】 ライナープレート背面地山の崩壊を防止し、
同背面に対するグラウト注入を不要ならしめる。
【構成】 ライナープレートの主体を構成する鋼製枠体
1の背面に、弾性を有する流体充填用袋体2を取付け、
同袋体2には前記枠体1を貫通する流体充填口3を設け
た。
(57) [Summary] [Purpose] To prevent the collapse of the ground behind the liner plate,
This eliminates the need for grouting on the back surface. [Structure] An elastic fluid filling bag 2 is attached to the back of a steel frame 1 that constitutes the main body of the liner plate.
The bag body 2 was provided with a fluid filling port 3 passing through the frame body 1.
Description
【0001】0001
本考案は仮設立坑の背面地山の崩壊防止に適用されるライナープレートに係る ものである。 This invention relates to a liner plate that is applied to prevent the collapse of the ground behind a temporary pit. It is something.
【0002】0002
従来仮設立坑の構築において、立坑内壁面に配設されたライナープレート背面 と地山との間の空隙はそのままにしておくか、あるいは同空隙に瞬結性のグラウ トを注入、充填している。 In the construction of conventional temporary shafts, the back of the liner plate installed on the inner wall of the shaft. The gap between the ground and the ground should be left as is, or the gap should be filled with flash-setting grout. Injecting and filling.
【0003】0003
ライナープレート背面の空隙をそのままにしておくと地山が崩壊し、またプレ ート背面の空隙にグラウトを注入すると工費がかさむ。 本考案は前記従来技術の有する問題点に鑑みて提案されたもので、その目的と する処は、ライナープレート背面地山の崩壊が防止され、同背面に対するグラウ ト注入を必要としないライナープレートを提供する点にある。 If the void on the back of the liner plate is left as it is, the ground will collapse and the plate will collapse again. Injecting grout into the void at the back of the hole increases construction costs. The present invention was proposed in view of the problems of the above-mentioned prior art, and its purpose is This prevents the collapse of the ground behind the liner plate and prevents the grouting on the back side of the liner plate. The purpose of the present invention is to provide a liner plate that does not require injection.
【0004】0004
前記の目的を達成するため、本考案に係るライナープレートは、鋼製枠体の背 面に弾性を有する流体充填用袋体を取付け、同袋体には前記枠体を貫通する流体 充填口を設けて構成されている。 In order to achieve the above object, the liner plate according to the present invention has a backbone of a steel frame. A fluid filling bag having elasticity is attached to the surface, and the bag is filled with fluid penetrating the frame. It is configured with a filling port.
【0005】[0005]
本考案に係るライナープレートは前記したように構成されているので、同ライ ナープレートの主体を構成する鋼製枠体が坑内側に位置するように立坑内壁に取 付けたのち、坑内側より鋼製枠体を貫通された流体充填口を介して、同枠体背面 の流体充填用袋体に流体を圧入、充填すると、同袋体が流体内圧によって膨脹し て前記枠体背面と地山との空隙を充填し、地山の崩壊を防止するものである。 Since the liner plate according to the present invention is constructed as described above, the liner plate according to the present invention is The steel frame that constitutes the main body of the inner plate is installed on the inner wall of the shaft so that it is located inside the shaft. After attaching the fluid, the fluid is inserted into the back of the steel frame from the inside of the mine through the fluid filling port that is penetrated through the steel frame. When fluid is pressurized and filled into the fluid filling bag, the bag expands due to the internal pressure of the fluid. This fills the gap between the back surface of the frame and the ground to prevent the ground from collapsing.
【0006】[0006]
以下本考案を図示の実施例について説明する。 1はライナープレートの主体を構成する円弧状の鋼製枠体で、同枠体1の背面 に塩化ビニル等の弾性、気密性を有し、運搬時に破損しない材料より構成された 流体充填用袋体2が接着または緊締されている。同袋体2の前面中央に管状の流 体充填口3が溶着され、同充填口3の先端は前記枠体1を貫通している。図中4 はライナープレートのジヨイント部、5は前記袋体2の側部に設けられた接続口 で相隣る同袋体2内部間に接続するものである。 The present invention will be described below with reference to the illustrated embodiments. 1 is an arc-shaped steel frame that constitutes the main body of the liner plate, and the back side of the frame 1 is Constructed from materials that have elasticity and airtightness, such as vinyl chloride, and will not break during transportation. The fluid filling bag 2 is glued or tightened. There is a tubular flow in the center of the front of the bag body 2. A body filling port 3 is welded, and the tip of the filling port 3 passes through the frame 1. 4 in the diagram 5 is the joint part of the liner plate, and 5 is the connection port provided on the side of the bag body 2. This is to connect between the interiors of adjacent bags 2.
【0007】 図8は同袋体2の接続部を示し、相隣る袋体2に設けた内周面にゴムリング5 aが設けられた接続口5、5間に接続ニツプル5bを嵌着するものである。 而して図5及び図6に示すように前記ライナープレートを仮設立坑6の内壁面 に組立て、しかるのち、坑内側より前記袋体2に前記流体充填口3を介して圧縮 エヤーを圧入すると、前記袋体2は圧縮エヤーの圧力によって2′に示すように 膨脹して、(図4参照)前記枠体1と地山7との空隙を充填し、地山7の崩壊を 防止する。なお前記袋体2は圧縮エヤーを圧入した後、前記流体充填孔3にキヤ ツプ8を密嵌して、漏気を防止する。[0007] FIG. 8 shows the connection part of the same bag 2, and a rubber ring 5 is attached to the inner circumferential surface of the adjacent bag 2. A connecting nipple 5b is fitted between the connecting ports 5 and 5 provided with a connecting hole 5a. Then, as shown in FIGS. 5 and 6, the liner plate is attached to the inner wall surface of the temporary hole 6. The bag body 2 is then compressed from the inside of the mine through the fluid filling port 3. When air is press-fitted, the bag body 2 is moved as shown at 2' by the pressure of the compressed air. It expands (see Figure 4) to fill the gap between the frame 1 and the ground 7, and prevents the ground 7 from collapsing. To prevent. Note that after compressed air is press-fitted into the bag body 2, a carrier is inserted into the fluid filling hole 3. Tightly fit the tab 8 to prevent air leakage.
【0008】 なお前記袋体2は接続部片5を利用してライナープレートの1ピース毎に横方 向に連結して圧縮エヤーの充填を1段宛まとめて行ってもよい。また必要に応じ て、前記接続部片5にキヤツプを嵌着して、ライナープレート1ピース毎に、前 記袋体に対する圧縮エヤーの充填を行ってもよい。 図6は本考案の他の実施例を示し、前記袋体2には流体充填口3の他に空気排 出口9を有し、前記充填口3よりセメントモルタル等の流体硬化材を前記流体充 填用袋体2内に注入し、同袋体2内のエヤーを空気排出口9より排除するもので 、ライナープレートの永久存置の場合に適用される。[0008] Note that the bag body 2 is attached horizontally to each piece of the liner plate using the connection piece 5. Alternatively, the compressed air may be charged in one stage by connecting them in the opposite direction. Also if necessary Then, fit the cap onto the connecting piece 5, and attach the cap to the front of each piece of liner plate. The recording bag may be filled with compressed air. FIG. 6 shows another embodiment of the present invention, in which the bag body 2 has an air outlet in addition to the fluid filling port 3. It has an outlet 9, and the fluid hardening material such as cement mortar is filled with the fluid through the filling port 3. Air is injected into the filling bag 2 and the air inside the bag 2 is expelled from the air outlet 9. , applies in case of permanent retention of liner plates.
【0009】[0009]
【考案の効果】 このように本考案に係るライナープレートは、鋼製枠体の背面に可撓性を有す る流体充填用袋体を取付け、同袋体には前記枠体を貫通する流体充填口を設けた ことによって、ライナープレートの背面地山の崩壊が防止され、またライナープ レート背面に対するグラウト注入を不要ならしめ、工費を節減しうるものである 。[Effect of the idea] In this way, the liner plate according to the present invention has flexibility on the back side of the steel frame. A fluid filling bag is attached to the bag, and the bag is provided with a fluid filling port that penetrates the frame. This prevents the back ground of the liner plate from collapsing and also prevents the liner plate from collapsing. This eliminates the need to inject grout into the back of the plate, reducing construction costs. .
【図1】本考案に係るライナープレートの一実施例を示
す斜視図である。FIG. 1 is a perspective view showing an embodiment of a liner plate according to the present invention.
【図2】前記ライナープレートの横断平面図である。FIG. 2 is a cross-sectional plan view of the liner plate.
【図3】図2の矢視イ−イ図である。FIG. 3 is a diagram taken along the arrow E--A in FIG. 2;
【図4】流体充填袋体が膨脹した状態を示す縦断面図で
ある。FIG. 4 is a longitudinal cross-sectional view showing the fluid-filled bag in an inflated state.
【図5】前記ライナープレートを仮設立坑に適用した状
態を示す縦断面図である。FIG. 5 is a longitudinal sectional view showing a state in which the liner plate is applied to a temporarily established shaft.
【図6】図5の矢視ロ−ロ図である。FIG. 6 is a rolling diagram in the direction of the arrows in FIG. 5;
【図7】本考案に係るライナープレートの他の実施例を
示す斜視図である。FIG. 7 is a perspective view showing another embodiment of the liner plate according to the present invention.
【図8】流体充填用袋体の接続部を示す平面図である。FIG. 8 is a plan view showing the connecting portion of the fluid filling bag.
【図9】接続ニツプルの平面図である。FIG. 9 is a top view of the connection nipple.
1 鋼製枠体 2 流体充填用袋体 3 流体充填口 1 Steel frame 2 Fluid filling bag 3 Fluid filling port
Claims (1)
用袋体を取付け、同袋体には前記枠体を貫通する流体充
填口を設けてなることを特徴とするライナープレート。1. A liner plate characterized in that an elastic fluid-filling bag is attached to the back surface of a steel frame, and the bag is provided with a fluid-filling port that penetrates the frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP872791U JPH04105191U (en) | 1991-02-25 | 1991-02-25 | liner plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP872791U JPH04105191U (en) | 1991-02-25 | 1991-02-25 | liner plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH04105191U true JPH04105191U (en) | 1992-09-10 |
Family
ID=31899521
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP872791U Pending JPH04105191U (en) | 1991-02-25 | 1991-02-25 | liner plate |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH04105191U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016108813A (en) * | 2014-12-05 | 2016-06-20 | 中国塗料株式会社 | Joint unit for track construction, and track construction method using the same |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5540087B2 (en) * | 1975-04-02 | 1980-10-15 |
-
1991
- 1991-02-25 JP JP872791U patent/JPH04105191U/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5540087B2 (en) * | 1975-04-02 | 1980-10-15 |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016108813A (en) * | 2014-12-05 | 2016-06-20 | 中国塗料株式会社 | Joint unit for track construction, and track construction method using the same |
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