CN208966367U - A kind of device pouring compactness for improving double-arched tunnel mid-board top - Google Patents
A kind of device pouring compactness for improving double-arched tunnel mid-board top Download PDFInfo
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- CN208966367U CN208966367U CN201821528665.XU CN201821528665U CN208966367U CN 208966367 U CN208966367 U CN 208966367U CN 201821528665 U CN201821528665 U CN 201821528665U CN 208966367 U CN208966367 U CN 208966367U
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Abstract
The utility model discloses a kind of for improving the device for pouring compactness at the top of double-arched tunnel mid-board; including mid-board vault end head formwork, exhaust pipe, Grouting Pipe, tube bottom protective device and PE ventilated membrane; mid-board vault end template-setup is in mid-board vault end; injected hole and gas vent are offered above; the exhaust pipe is embedded in gas vent; in the reserved injected hole of the Grouting Pipe insertion mid-board vault end head formwork; bottom is provided with tube bottom protective device; PE ventilated membrane has been puted up at the top of mid-board, injected hole distal end air can be discharged.The utility model is when in use, gunite concrete is first passed through to be filled gap between mid-board wall and middle drift preliminary bracing, slip casting machine is reused to progress slip casting at the top of mid-board, the discharge of grouting port distal end air is carried out by PE ventilated membrane, prevent concrete from generating cavity, device production is simple, easy to operate, it is low in cost, the compactness of Middle Wall of Multi-Arch Highway Tunnel vault slip casting can be effectively improved.
Description
Technical field
The utility model belongs to Construction of joint arch tunnel field, and in particular to one kind is for improving double-arched tunnel interval
Wall top portion pours the device of compactness.
Background technique
With the development in China town road field, tunnel construction, which also achieves, advances by leaps and bounds.It is adopted in Multi-arch Tunnel Construction
When carrying out mid-board concrete construction with traditional mid-board trolley, general top will appear gap, supplement slip casting side using tradition
It is not full that formula will cause slip casting again, has an adverse effect to structure.Preferably to carry out construction at the top of mid-board, for arcading tunnel
The device and method that compactness is poured at the top of mid-board is invented in road.
Summary of the invention
In order to overcome in Middle Wall of Multi-Arch Highway Tunnel concrete construction in the prior art, gap, slip casting easily occur not full
Etc. technological deficiencies, the utility model provide it is a kind of for improving the device for pouring compactness at the top of double-arched tunnel mid-board,
Mid-board vault two sides are closed by mid-board vault end head formwork, PE ventilated membrane has been puted up at the top of mid-board, it will
The discharge of injected hole distal end air, and gas vent is set in mid-board vault end die head, it is inserted into exhaust pipe in hole, with exhaust
It manages and continues the pulp foundation closely knit as slip casting, improve and pour compactness, solve above-mentioned technical problem.
The utility model is achieved through the following technical solutions above-mentioned purpose, and one kind is for improving double-arched tunnel mid-board
Top pours the device of compactness, including mid-board vault end head formwork, exhaust pipe, Grouting Pipe, tube bottom protective device and PE saturating
Air film, mid-board vault end template-setup offer injected hole and gas vent in mid-board vault both side ends above,
The exhaust pipe is embedded in gas vent, in the reserved injected hole of the Grouting Pipe insertion mid-board vault end head formwork, bottom
It is provided with tube bottom protective device, PE ventilated membrane has been puted up at the top of mid-board, injected hole distal end air can be discharged.
Above-mentioned is a kind of for improving the device for pouring compactness at the top of double-arched tunnel mid-board, the pipe of the Grouting Pipe
Mouth position is connected with slip casting machine, and link position carries out sealing treatment, and the nozzle position of Grouting Pipe is equipped with valve switch, guarantees
Leakproofness inside entire Grouting Pipe.
Above-mentioned is a kind of for improving the device for pouring compactness at the top of double-arched tunnel mid-board, the tube bottom protection dress
The bottom along its length in Grouting Pipe is installed, structure is taper or arc-shaped, prevents Grouting Pipe from damaging because of collision.
Above-mentioned is a kind of for improving the device for pouring compactness at the top of double-arched tunnel mid-board, the PE ventilated membrane
Distal end is fixed at the distal tip of mid-board vault, and mid-board vault end head formwork is stretched out in proximal end.
In general, can achieve the above technical solutions conceived by the present invention are compared with the prior art, with
Down the utility model has the advantages that the utility model is a kind of for improving the device for pouring compactness at the top of double-arched tunnel mid-board, pass through top
The PE ventilated membrane that portion is puted up carries out the discharge of grouting port distal end air, prevents concrete from generating cavity, and exhaust pipe can be to interval
Wall arch crown part mortar loading is monitored, and is improved the compactness that mid-board top concrete pours, is avoided mid-board
Top slip casting is full, gap appearance.
Detailed description of the invention
Specific embodiment of the present utility model is further described in detail with reference to the accompanying drawing, in which:
Fig. 1 is that the utility model is a kind of for improving the whole knot for pouring compactness device at the top of double-arched tunnel mid-board
Structure schematic diagram;
Fig. 2 is the mid-board end head formwork schematic diagram of device described in the utility model;
Fig. 3 is the mid-board vault slip casting schematic diagram of device described in the utility model;
In figure: 1- mid-board vault end head formwork, 2- exhaust pipe, 3- Grouting Pipe, 4- valve switch, 5- slip casting machine, 6- pipe
Bottom protective device, 7-PE ventilated membrane.
Specific embodiment
As shown in Figure 1, to be a kind of for improving the overall structure for pouring compactness device at the top of double-arched tunnel mid-board
Schematic diagram, including mid-board vault end head formwork 1, exhaust pipe 2, Grouting Pipe 3, tube bottom protective device 6 and PE ventilated membrane 7, it is described
Mid-board vault end head formwork 1 is arranged in mid-board vault both side ends, and the nozzle position of Grouting Pipe 3 is connected with slip casting machine 5, and
Link position carries out sealing treatment, and the nozzle position lower part of Grouting Pipe 3 is equipped with valve switch 4, guarantees inside entire Grouting Pipe 3
Leakproofness, the distal end of PE ventilated membrane 7 is fixed at the distal tip of mid-board vault, and mid-board vault end mould is stretched out in proximal end
Plate 1.
As shown in Fig. 2, being 1 schematic diagram of mid-board end head formwork of device described in the utility model, slip casting is offered above
Hole and gas vent, exhaust pipe 2 are embedded in gas vent, and Grouting Pipe 3 is inserted into the reserved injected hole of mid-board vault end head formwork 1
Interior, the bottom of Grouting Pipe 3 is provided with tube bottom protective device 6.
As shown in figure 3, being the mid-board vault slip casting schematic diagram of device described in the utility model, when specifically used, lead to
It crosses valve switch 4 and carries out grout injection control, the closing of 3 nozzle position of Grouting Pipe is carried out by sealing mortar, it will be in the insertion of Grouting Pipe 3
The reserved hole location of partition wall end head formwork 1, and Grouting Pipe 3, exhaust pipe 2 are embedded at mid-board vault, note is passed through by slip casting machine 5
It starches pipe 3 and carries out slip casting to mid-board vault, slip casting uses cement mortar, and intensity is with mid-board wall concrete strength, when slip casting
Valve switch 4 is connected with Grouting Pipe 3, and exhaust pipe 2 is kept open, and corresponding closing measure is taken at nozzle, solves tradition
During slip casting may because slip casting duct occlusion it is not in place caused by slip casting it is not full the problems such as.
Mid-board keystone puts up PE ventilated membrane 7, prevents grouting port distal end concrete from cavity occur, in Specific construction mistake
Cheng Zhong can put up 300mm wide, length is slightly larger than the PE ventilated membrane of mid-board wall on the basis of mid-board vault center line
7, vault end is provided with exhaust pipe 2, can stop slip casting after having slurries persistently to flow out in exhaust pipe 2.
Device is poured using described in the utility model, traditional construction mid-board top concrete has both been can solve and has been difficult to pour
The problem built, while can guarantee that slurries are closely knit in backfilling process again, and mid-board wall pours and vault concreting
Cross construction operation can be carried out, the device is Ke Xunhuanliyong, is suitable for general Middle Wall of Multi-Arch Highway Tunnel vault slip casting.
As it will be easily appreciated by one skilled in the art that the above is only the preferred embodiment of the utility model only, not
For limiting the utility model, any modification made within the spirit and principle of the present invention, equivalent replacement and change
Into etc., it should be included within the scope of protection of this utility model.
Claims (5)
1. a kind of for improving the device for pouring compactness at the top of double-arched tunnel mid-board, including mid-board vault end head formwork
(1), exhaust pipe (2), Grouting Pipe (3), tube bottom protective device (6) and PE ventilated membrane (7), it is characterised in that: the mid-board arch
Distal end chip template (1) is arranged in mid-board vault both side ends, offers injected hole and gas vent, the exhaust pipe (2) above
It is embedded in gas vent, in the reserved injected hole of Grouting Pipe (3) insertion mid-board vault end head formwork (1), bottom setting
Have tube bottom protective device (6), has puted up PE ventilated membrane (7) at the top of mid-board, injected hole distal end air can be discharged.
2. it is according to claim 1 a kind of for improving the device for pouring compactness at the top of double-arched tunnel mid-board,
Be characterized in that: the nozzle position of the Grouting Pipe (3) is connected with slip casting machine (5), and link position carries out sealing treatment.
3. it is according to claim 2 a kind of for improving the device for pouring compactness at the top of double-arched tunnel mid-board,
Be characterized in that: the nozzle position of the Grouting Pipe (3) is equipped with valve switch (4).
4. it is according to claim 1 a kind of for improving the device for pouring compactness at the top of double-arched tunnel mid-board,
Be characterized in that: the bottom in Grouting Pipe (3) along its length is arranged in the tube bottom protective device (6), and structure is taper or circular arc
Shape.
5. it is according to claim 1 a kind of for improving the device for pouring compactness at the top of double-arched tunnel mid-board,
Be characterized in that: the distal end of the PE ventilated membrane (7) is fixed at the distal tip of mid-board vault, and mid-board vault is stretched out in proximal end
End head formwork (1).
Priority Applications (1)
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CN201821528665.XU CN208966367U (en) | 2018-09-19 | 2018-09-19 | A kind of device pouring compactness for improving double-arched tunnel mid-board top |
Applications Claiming Priority (1)
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CN201821528665.XU CN208966367U (en) | 2018-09-19 | 2018-09-19 | A kind of device pouring compactness for improving double-arched tunnel mid-board top |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110355860A (en) * | 2019-08-08 | 2019-10-22 | 上海城建预制构件有限公司 | A kind of UHPC column enlarged footing mold |
CN110486052A (en) * | 2019-09-04 | 2019-11-22 | 中交天和机械设备制造有限公司 | A kind of press injecting type concrete support method and the supporting mechanism for implementing it |
CN111425222A (en) * | 2020-04-27 | 2020-07-17 | 中国建筑第七工程局有限公司 | Method for protecting partition wall in multi-arch tunnel |
CN112253175A (en) * | 2020-10-27 | 2021-01-22 | 中铁十二局集团有限公司 | A model for partition wall concrete placement in double arch tunnel |
-
2018
- 2018-09-19 CN CN201821528665.XU patent/CN208966367U/en active Active
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110355860A (en) * | 2019-08-08 | 2019-10-22 | 上海城建预制构件有限公司 | A kind of UHPC column enlarged footing mold |
CN110486052A (en) * | 2019-09-04 | 2019-11-22 | 中交天和机械设备制造有限公司 | A kind of press injecting type concrete support method and the supporting mechanism for implementing it |
CN111425222A (en) * | 2020-04-27 | 2020-07-17 | 中国建筑第七工程局有限公司 | Method for protecting partition wall in multi-arch tunnel |
CN112253175A (en) * | 2020-10-27 | 2021-01-22 | 中铁十二局集团有限公司 | A model for partition wall concrete placement in double arch tunnel |
CN112253175B (en) * | 2020-10-27 | 2022-08-02 | 中铁十二局集团有限公司 | A model for partition wall concrete placement in double arch tunnel |
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