CN216108448U - Underground continuous wall prevention of seepage water structure - Google Patents
Underground continuous wall prevention of seepage water structure Download PDFInfo
- Publication number
- CN216108448U CN216108448U CN202122125857.4U CN202122125857U CN216108448U CN 216108448 U CN216108448 U CN 216108448U CN 202122125857 U CN202122125857 U CN 202122125857U CN 216108448 U CN216108448 U CN 216108448U
- Authority
- CN
- China
- Prior art keywords
- water absorption
- water
- sides
- vertical plate
- underground continuous
- 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.)
- Active
Links
Images
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The utility model discloses an underground continuous wall water seepage prevention structure, which relates to the technical field of wall water seepage prevention and comprises two cross rods arranged up and down, wherein water absorption devices are arranged on two sides of each cross rod, the water absorption devices on the two sides are arranged in a staggered mode and comprise vertical plates, water absorption cotton is arranged inside each vertical plate, water absorption grooves are formed in two sides of each vertical plate, and the underground continuous wall water seepage prevention structure realizes convenient water absorption at the joint of a foundation and a wall body.
Description
Technical Field
The utility model relates to the technical field of wall seepage prevention, in particular to a diaphragm wall seepage prevention structure.
Background
The underground continuous wall is foundation engineering, in particular to a groove digging machine which is adopted on the ground, a long and narrow deep groove is dug along the peripheral axis of the deep digging engineering under the condition of slurry wall protection, after the groove is cleaned, a reinforcement cage is hung in the groove, then underwater concrete is poured by a conduit method to form a unit groove section, and the steps are carried out section by section in this way, and a continuous reinforced concrete wall is built underground to be used as a structure for intercepting water, preventing seepage, bearing and retaining water;
the existing wall body and the underground continuous wall are not poured by the same workers, so that fine cracks are easily generated at the joint after the wall body is used for a period of time, and the joint is seeped water to influence the use.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a seepage-proofing structure of an underground continuous wall, which aims to solve the defects that the existing wall body and the underground continuous wall are not poured together, so that fine cracks are easily generated at the joint after the underground continuous wall is used for a period of time, and the joint is prone to water seepage, so that the use is influenced.
In order to achieve the above purpose, the utility model provides the following technical scheme: including the horizontal pole of two upper and lower settings, the both sides of horizontal pole all are provided with water absorption device, both sides water absorption device crisscross setting, water absorption device includes the riser, the internally mounted of riser has the cotton that absorbs water, the groove that absorbs water has been seted up to the both sides of riser.
Preferably, the water absorption device is fixedly connected with the cross rod through a connecting plate.
Preferably, the vertical plate is a rectangular plate with a hollow interior, and the top end of the vertical plate is provided with an installation cavity communicated with the interior of the vertical plate.
Preferably, a sealing plate is fixedly arranged between the inner walls of the mounting cavity.
Preferably, the bottom end of the vertical plate is provided with a water outlet.
Preferably, the water suction groove is an inclined groove, and one end of the water suction groove, which is positioned outside the vertical plate, is a lower end.
Compared with the prior art, the water absorption device is directly arranged between the underground connection part and the wall body, so that the connection part is isolated, water can be absorbed in the water seepage process, and the water is prevented from permeating into a room.
Drawings
In order to more clearly illustrate the embodiments of the present application or technical solutions in the prior art, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments described in the present invention, and other drawings can be obtained by those skilled in the art according to the drawings.
FIG. 1 is a schematic diagram of an overall structure provided in an embodiment of the present invention;
FIG. 2 is a schematic bottom view of the overall structure provided by the embodiment of the present invention;
FIG. 3 is a schematic view of an internal structure of a riser according to an embodiment of the utility model;
fig. 4 is a schematic cross-sectional view of a riser structure provided in an embodiment of the utility model.
Description of reference numerals: 1. a cross bar; 11. a connecting plate; 2. a water absorbing device; 21. a vertical plate; 211. a water outlet hole; 212. a water suction tank; 22. and (7) sealing the plate.
Detailed Description
In order to make the technical solutions of the present invention better understood, those skilled in the art will now describe the present invention in further detail with reference to the accompanying drawings.
Referring to fig. 1-4, an anti-seepage structure for an underground continuous wall provided by an embodiment of the present invention includes two cross bars 1 arranged up and down, water absorption devices 2 are disposed on both sides of the cross bars 1, a lower half portion of each water absorption device 2 is integrally connected with the underground continuous wall by casting, an upper half portion of each water absorption device 2 enters the wall by casting along with the wall, the water absorption devices 2 on both sides are arranged in a staggered manner, so that water can pass through end portions of the water absorption devices 2 on both sides during water permeation, each water absorption device 2 includes a vertical plate 21, water absorption cotton is mounted inside the vertical plate 21, water absorption grooves 212 are formed on both sides of the vertical plate 21, and water passing through the end portions is absorbed by the water absorption cotton through the water absorption grooves 212.
The water absorption device 2 is fixedly connected with the cross rod 1 through a connecting plate 11, and the wall body and the underground continuous wall are connected in a reinforcing mode.
The riser 21 is inside hollow rectangular plate, and the installation cavity that is linked together rather than inside is seted up on the top of riser 21, and the cotton that absorbs water gets into in the riser 21 through the installation cavity.
A sealing plate 22 is fixedly mounted between the inner walls of the mounting cavity, and excessive silt in cement is prevented from entering the vertical plate 21 when the wall body is poured.
The bottom of riser 21 has seted up apopore 211, and moisture distributes through apopore 211.
The water absorption groove 212 is a chute, and one end of the water absorption groove 212, which is located outside the vertical plate 21, is a lower end, so that silt in cement is prevented from entering the vertical plate 21 along with gravity.
When the underground continuous wall is poured, the lower half part of the water absorption device 2 is poured together, the rubber pad is placed in the vertical plate 21 before pouring, silt is prevented from entering the vertical plate 21, the rubber pad is taken out after pouring is completed, water absorption cotton is placed in the vertical plate 21, the sealing plate 22 is covered, then the wall body is poured, and the upper half end of the water absorption device 2 is poured into the wall body.
While certain exemplary embodiments of the present invention have been described above by way of illustration only, it will be apparent to those of ordinary skill in the art that the described embodiments may be modified in various different ways without departing from the spirit and scope of the utility model. Accordingly, the drawings and description are illustrative in nature and should not be construed as limiting the scope of the utility model.
Claims (6)
1. An underground continuous wall watertight structure is characterized by comprising two cross rods (1) which are arranged up and down;
both sides of the cross rod (1) are provided with water absorption devices (2);
the water absorption devices (2) on the two sides are arranged in a staggered manner;
the water absorption device (2) comprises a vertical plate (21), and water absorption cotton is installed inside the vertical plate (21);
and water absorption grooves (212) are formed in two sides of the vertical plate (21).
2. An underground diaphragm wall watertight structure according to claim 1, characterized in that the water absorbing device (2) is fixedly connected with the cross bar (1) through a connecting plate (11).
3. The underground diaphragm wall seepage-proofing structure of claim 1, wherein the vertical plates (21) are rectangular plates with hollow interiors, and mounting cavities communicated with the interiors of the vertical plates (21) are formed at the top ends of the vertical plates.
4. The underground diaphragm wall watertight structure according to claim 3, wherein a sealing plate (22) is fixedly installed between the inner walls of the installation cavity.
5. The underground diaphragm wall watertight structure according to claim 1, wherein the bottom ends of the risers (21) are provided with water outlet holes (211).
6. The underground diaphragm wall watertight structure according to claim 1, wherein the water suction grooves (212) are inclined grooves, and the water suction grooves (212) are located outside the vertical plates (21) and have lower ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122125857.4U CN216108448U (en) | 2021-09-05 | 2021-09-05 | Underground continuous wall prevention of seepage water structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122125857.4U CN216108448U (en) | 2021-09-05 | 2021-09-05 | Underground continuous wall prevention of seepage water structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216108448U true CN216108448U (en) | 2022-03-22 |
Family
ID=80731004
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122125857.4U Active CN216108448U (en) | 2021-09-05 | 2021-09-05 | Underground continuous wall prevention of seepage water structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216108448U (en) |
-
2021
- 2021-09-05 CN CN202122125857.4U patent/CN216108448U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206016824U (en) | A kind of stopping means for preventing shield sky from pushing away Segment displacement | |
| CN105544575B (en) | A kind of bottom concrete construction method under water of use steel truss reinforcement | |
| CN103122642B (en) | Construction method of vertical post support change | |
| CN111549581A (en) | Tunnel inverted arch and track slab reinforcing structure and method based on micro-piles | |
| CN216108448U (en) | Underground continuous wall prevention of seepage water structure | |
| CN210002331U (en) | protection architecture of hydraulic and hydroelectric engineering side slope | |
| CN207498973U (en) | A kind of power station grout curtain cuts dirty drainage tube | |
| CN203514332U (en) | Casing for blocking dewatering tube well of post-cast strip | |
| CN215564457U (en) | Be used for polymer concrete to consolidate processing system that is in milk | |
| CN207847694U (en) | A kind of tunnel drainage device and tunnel solid concrete roabed | |
| CN211036962U (en) | Underground continuous wall with pit-facing surface and dewatering function | |
| CN210459314U (en) | River beach working condition basement advance stagnant water post-cast strip structure | |
| CN209603196U (en) | Sole plate post-poured strip structure | |
| CN208586626U (en) | Catch pit anti-floating type template system | |
| CN213541551U (en) | Shock-absorbing noise-reducing protection structure at hole of floor-penetrating pump pipe | |
| CN205954609U (en) | High frequency compaction grooving bridge type ground is wall construction professional equipment even | |
| CN216405424U (en) | Civil engineering construction is with bored concrete pile underwater concrete perfusion device | |
| CN220747651U (en) | Column template mounting structure | |
| CN211080269U (en) | Back cover construction structure based on it is more to flow groundwater | |
| CN110219303B (en) | Concrete solid water drainage device, mold and construction method | |
| CN211201188U (en) | Concrete structure permeates water | |
| CN214143763U (en) | Large-scale double-walled steel pouring jacket cofferdam back cover structure of deep water | |
| CN213897576U (en) | Advanced water stop structure of basement bottom plate | |
| CN109083175A (en) | The cushion cap foundation pit and its construction method for having continuous drainage function | |
| CN219080383U (en) | Curtain grouting seepage-proofing structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |