CN204826712U - Can cut a hole underground continuous wall structure of removing fast - Google Patents
Can cut a hole underground continuous wall structure of removing fast Download PDFInfo
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- CN204826712U CN204826712U CN201520437684.1U CN201520437684U CN204826712U CN 204826712 U CN204826712 U CN 204826712U CN 201520437684 U CN201520437684 U CN 201520437684U CN 204826712 U CN204826712 U CN 204826712U
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- inflation port
- diaphragm wall
- cut
- wall structure
- noiseless
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Abstract
The utility model discloses a can cut a hole underground continuous wall structure of removing fast, including setting up a plurality of inflation holes on the diaphragm wall body, between each hole site two rows of main muscle on the diaphragm wall body that expand, each downthehole filling out of expanding is equipped with noiseless swelling agent. This can cut a hole underground continuous wall structure of removing fast sets up a plurality of inflation holes along the diaphragm wall body to at inflation downthehole packing noiseless swelling agent, carrying out the diaphragm wall chisel when removing, produce stress to inflation hole pore wall through noiseless swelling agent and water mixture, thus on the diaphragm wall feather checking, convenient quick chisel removes the diaphragm wall, is favorable to improving the efficiency of construction that the diaphragm wall chisel removed, and reduces the dust that the construction produced, reduces environmental pollution, this utility model is used for constructing the construction structures field.
Description
Technical field
The utility model relates to building operations construction applications, particularly relates to a kind of continuous underground wall structure that can cut fast.
Background technology
At present, cut in process at the space enclosing structure diaphragm wall the top of a wall, traditional construction technique adopts wind big gun artificial chisel to remove, cut in process, noise, dust pollution are serious, larger to operating personnel's actual bodily harm, surrounding enviroment are affected greatly simultaneously, and air inflating machine for dismantling tyre power consumption is comparatively large, efficiency of construction is low, and whole process is more loaded down with trivial details, effort, consuming time.Particularly bustling downtown area easily causes citizen to complain, and cause worse social influence, and cost is higher.
Utility model content
For solving the problem, the utility model provides one to improve efficiency of construction, and can reduce the continuous underground wall structure that can cut fast of construction cost, minimizing environment pollution.
The utility model solves the technical scheme that its technical problem adopts:
The continuous underground wall structure that can cut fast, comprises the some inflation port be arranged on diaphragm wall body, and each inflation port is positioned between the main muscle of two rows on diaphragm wall body, fills out and be provided with noiseless expansion agent in each inflation port.
Be further used as the improvement of technical solutions of the utility model, be provided with at least two row's inflation port between the main muscle of two rows, each inflation port is set up in parallel.
Be further used as the improvement of technical solutions of the utility model, each inflation port and interval, each main muscle position are arranged, and the pitch of holes between two adjacent inflation port is 200mm, and the bore dia of each inflation port is 40cm.
Be further used as the improvement of technical solutions of the utility model, flowing dress slurry after noiseless expansion agent mixes with water, can be adjusted to, after the crystallization of flowing shape slurry, radial compressive stress and hoop tensile stress can be produced to hole wall.
The beneficial effects of the utility model: this continuous underground wall structure that can cut fast arranges some inflation port along diaphragm wall body, and in inflation port, fill noiseless expansion agent, when carrying out diaphragm wall and cutting, to be mixed with water by noiseless expansion agent and stress is produced to inflation port hole wall, thus crack is produced on diaphragm wall, fast and easy cuts diaphragm wall, is conducive to the efficiency of construction that raising diaphragm wall cuts, and reduce the dust of construction generation, reduce environment pollution.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in further detail:
Fig. 1 is the utility model embodiment overall structure top view;
Fig. 2 is the utility model embodiment overall structure front view.
Detailed description of the invention
With reference to Fig. 1, Fig. 2, the utility model is a kind of continuous underground wall structure that can cut fast, comprise the some inflation port 2 be arranged on diaphragm wall body 1, each inflation port 2 is positioned between the main muscle 11 of two rows on diaphragm wall body 1, fills out and be provided with noiseless expansion agent in each inflation port 2.
This continuous underground wall structure that can cut fast arranges some inflation port 2 along diaphragm wall body 1, and noiseless expansion agent is filled in inflation port 2, when carrying out diaphragm wall and cutting, to be mixed with water by noiseless expansion agent and stress is produced to the hole wall of inflation port 2, thus crack is produced on diaphragm wall, fast and easy cuts diaphragm wall, is conducive to the efficiency of construction that raising diaphragm wall cuts, and reduce the dust of construction generation, reduce environment pollution.
As the utility model preferred embodiment, be provided with at least two row's inflation port 2 between the main muscle 11 of two rows, each inflation port 2 is set up in parallel.
As the utility model preferred embodiment, each inflation port 2 and interval, each main muscle 11 position are arranged, and the pitch of holes between two adjacent inflation port 2 is 200mm, and the bore dia of each inflation port 2 is 40cm.
As the utility model preferred embodiment, flowing dress slurry after noiseless expansion agent mixes with water, can be adjusted to, after the crystallization of flowing shape slurry, radial compressive stress and hoop tensile stress can be produced to hole wall.
In the middle of the main muscle of two rows of diaphragm wall, lay two row's inflation port, fill noiseless expansion agent, the main cross dystopia of muscle and tendon of the Kong Weiyu diaphragm wall of inflation port 2 is opened, and the hole column pitch of inflation port 2 is identical with main muscle spacing.
Inflation port 2 adopts portable hammer drill to hole, and drilling depth is to hat beam elevation of bottom.When carrying out diaphragm wall and cutting, the expansion agent in inflation port 2 is mixed with water and fully reacts, the diaphragm wall the top of a wall, for splitting Be very effective, adopts artificial pneumatic pick comparatively fast to cut, reaches rapidly and efficiently environmental protection construction.
Carry out the quick environmental protection of the top of a wall by this continuous underground wall structure and cut construction, improve efficiency of construction, saved the energy, accelerated construction speed, be conducive to creating good economic benefit.
Meanwhile, decrease the diaphragm wall the top of a wall and cut noise, dust pollution in process, ensure that constructor's is healthy, avoid the generation that periphery citizen complain simultaneously.Have employed new technology, new technology in work progress, ensure that the harmony of workmanship, progress and cost, won the extensive praise of supervision department and owner, achieved good social benefit.
Certainly, the invention is not limited to above-mentioned embodiment, those of ordinary skill in the art also can make equivalent variations or replacement under the prerequisite without prejudice to the utility model spirit, and these equivalent modification or replacement are all included in the application's claim limited range.
Claims (4)
1. the continuous underground wall structure that can cut fast, it is characterized in that: comprise the some inflation port (2) be arranged on diaphragm wall body (1), each described inflation port (2) is positioned between the two main muscle of rows (11) on diaphragm wall body (1), fills out and be provided with noiseless expansion agent in each described inflation port (2).
2. the continuous underground wall structure that can cut fast according to claim 1, is characterized in that: be provided with at least two rows' inflation port (2) between the described main muscle (11) of two rows, each described inflation port (2) is set up in parallel.
3. the continuous underground wall structure that can cut fast according to claim 2, it is characterized in that: each described inflation port (2) and each main muscle (11) interval, position are arranged, pitch of holes between two adjacent described inflation port (2) is 200mm, and the bore dia of each described inflation port (2) is 40cm.
4. according to the continuous underground wall structure that can cut fast in claims 1 to 3 described in any, it is characterized in that: flowing dress slurry can be adjusted to after described noiseless expansion agent mixes with water, after the crystallization of described flowing shape slurry, radial compressive stress and hoop tensile stress can be produced to hole wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520437684.1U CN204826712U (en) | 2015-06-23 | 2015-06-23 | Can cut a hole underground continuous wall structure of removing fast |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520437684.1U CN204826712U (en) | 2015-06-23 | 2015-06-23 | Can cut a hole underground continuous wall structure of removing fast |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204826712U true CN204826712U (en) | 2015-12-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520437684.1U Active CN204826712U (en) | 2015-06-23 | 2015-06-23 | Can cut a hole underground continuous wall structure of removing fast |
Country Status (1)
| Country | Link |
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| CN (1) | CN204826712U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107829426A (en) * | 2017-12-13 | 2018-03-23 | 广西大学 | A kind of restructuring bankrupt of diaphram wall, forming method and its top of a wall part |
-
2015
- 2015-06-23 CN CN201520437684.1U patent/CN204826712U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107829426A (en) * | 2017-12-13 | 2018-03-23 | 广西大学 | A kind of restructuring bankrupt of diaphram wall, forming method and its top of a wall part |
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|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |