CN217923758U - Ground is wall shear force groove regularization sealing device even - Google Patents
Ground is wall shear force groove regularization sealing device even Download PDFInfo
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- CN217923758U CN217923758U CN202221433978.3U CN202221433978U CN217923758U CN 217923758 U CN217923758 U CN 217923758U CN 202221433978 U CN202221433978 U CN 202221433978U CN 217923758 U CN217923758 U CN 217923758U
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Abstract
The utility model discloses a ground is wall shear force groove regularization watertight fittings even, including the regularization channel-section steel, the inside and outside both sides welding of recess of regularization channel-section steel has the steel sheet stagnant water piece, the recess that the steel sheet stagnant water piece will the regularization channel-section steel divide into two cavitys, has all placed rubber in two cavitys and has inflated the capsule, rubber is inflated the capsule and is inflated the recess that can fill up the regularization channel-section steel after completely, through the utility model discloses an use, can improve the construction technology level of two walls unification ground even walls greatly, reduce the condition of infiltration, make the quality management level of construction obtain improving once more, be the experience of similar engineering accumulation simultaneously.
Description
Technical Field
The utility model relates to a construction field especially relates to a ground is wall shear force groove regularization stagnant water device even.
Background
In the traditional construction method of the shear groove part of the diaphragm wall integrating two walls, the waterproof of the construction joint of the diaphragm wall and the bottom plate is mainly blocked by arranging the rubber water stop strip to block the infiltration of an external water source.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a ground is wall shear force groove regularization watertight fittings to prior art's not enough.
The utility model provides a technical scheme that above-mentioned technical problem adopted does: the utility model provides a ground is wall shear force groove regularization stagnant water device even, is including the regularization channel-section steel, the inside and outside both sides welding of recess of regularization channel-section steel has the steel sheet stagnant water piece, the steel sheet stagnant water piece will be the recess of regularization channel-section steel divide into two cavitys, has all placed rubber in two cavitys and has inflated the capsule, rubber is inflated the capsule and is aerifyd the recess that can fill out the regularization channel-section steel after complete.
Preferably, the width and the height of the shaped channel steel are the same as the size of the shear groove, and the length of the shaped channel steel is equal to the width of the ground connection wall.
Preferably, the thickness of the shaped channel steel and the thickness of the steel plate water stop sheet are both 3mm.
Compared with the prior art, the beneficial effects of the utility model are that: through the utility model discloses an use, can improve two walls unifications greatly and link the construction technology level of wall, reduce the condition of infiltration, make the quality control level of construction obtain improving once more, be similar engineering accumulation valuable experience simultaneously.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:
FIG. 1 is a schematic structural view of a conventional construction method;
FIG. 2 is a schematic structural view of the present invention;
fig. 3 is a schematic view of the installation structure of the present invention.
In the figure: 1. the shaping channel steel, 2, a steel plate water stop sheet, 3 and a rubber inflatable capsule.
Detailed Description
The technical solution of the present invention is described in detail below with reference to the accompanying drawings, but the scope of the present invention is not limited to the embodiments.
Referring to fig. 1 to 3, a shaped water stopping device for a diaphragm wall shear groove comprises a shaped channel steel 1, steel plate water stopping pieces 2 are welded on the inner side and the outer side of a groove of the shaped channel steel 1, the groove of the shaped channel steel 1 is divided into two cavities by the steel plate water stopping pieces 2, rubber inflatable capsules 3 are placed in the two cavities, and the rubber inflatable capsules 3 can fill the groove of the shaped channel steel 1 after being fully inflated.
The utility model discloses form by the combination of regularization channel- section steel 1 and 2 two parts of steel sheet stagnant water piece, at first make the built-in fitting of regularization channel-section steel 1 in the mill, built-in fitting width and height are the same with the shear force groove size, length links wall width with the ground, then both sides welding steel sheet stagnant water piece 2 inside and outside the channel-section steel built-in fitting recess, steel sheet stagnant water piece 2 will be stereotyped channel-section steel 1 built-in fitting recess and divide into two cavitys, the thickness of channel-section steel built-in fitting and steel sheet stagnant water piece 2 is 3mm, after the installation of ground links wall steel reinforcement cage reinforcing bar finishes, fix regularization channel-section steel 1 and steel sheet stagnant water piece 2 at ground links wall shear force groove position, then will not aerify rubber inflation capsule 3 and place in 1 two cavitys of regularization channel-section steel, 3 size of rubber inflation capsule will guarantee to fill up the channel-section steel built-section steel built-in fitting recess after the gas that dashes, the installation is fixed after the utility model discloses after, install ground links the surplus reinforcing bar cage of wall, aerify the processing to rubber 3, ground links wall reinforcing bar cage and concrete placement in-section steel bar, because the inflation 3 inflation that the setting is under the rubber inflation capsule 3 sets up and the cavity that the protection wall can not take place, the displacement that can not take place, so can not take place the displacement of shear force groove.
When the basement bottom plate is constructed to the shear groove, the concrete on the outer surface of the inflatable rubber capsule is chiseled off, the rubber inflatable rubber capsule 3 is exposed, the air is discharged, then the rubber inflatable rubber capsule 3 is drawn out, the concrete can flow into the shear groove cavity, the concrete is perfectly combined with the steel plate water stop sheet 2 and the rubber inflatable rubber capsule 3, the flow path of an external water source is increased, the occurrence of water seepage is reduced, the one-time excellent construction quality is guaranteed, and the good quality benefit is achieved.
As above, while the invention has been shown and described with reference to certain preferred embodiments, it is not to be construed as limiting the invention itself. Various changes in form and detail may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (3)
1. The utility model provides a ground is stereotyped sealing device in wall shear force groove, its characterized in that: including the regularization channel-section steel, the inside and outside both sides welding of recess of regularization channel-section steel has the steel sheet waterstop, the steel sheet waterstop divide into two cavitys with the recess of regularization channel-section steel, has all placed rubber in two cavitys and has aerifyd the capsule, rubber aerifys the capsule and aerifys can fill up the recess of regularization channel-section steel after completely.
2. The ground connecting wall shear groove regularization stagnant water device of claim 1 characterized in that: the width and the height of the shaped channel steel are the same as the size of the shear groove, and the length of the shaped channel steel is equal to the width of the underground diaphragm wall.
3. The floor connecting wall shear groove regularization sealing device according to claim 2, characterized in that: the thickness of the stereotyped channel steel and the thickness of the steel plate water stop sheet are both 3mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221433978.3U CN217923758U (en) | 2022-06-10 | 2022-06-10 | Ground is wall shear force groove regularization sealing device even |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221433978.3U CN217923758U (en) | 2022-06-10 | 2022-06-10 | Ground is wall shear force groove regularization sealing device even |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217923758U true CN217923758U (en) | 2022-11-29 |
Family
ID=84181399
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221433978.3U Active CN217923758U (en) | 2022-06-10 | 2022-06-10 | Ground is wall shear force groove regularization sealing device even |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217923758U (en) |
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2022
- 2022-06-10 CN CN202221433978.3U patent/CN217923758U/en active Active
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