CN219060013U - Underground connection wall connection structure - Google Patents
Underground connection wall connection structure Download PDFInfo
- Publication number
- CN219060013U CN219060013U CN202223329799.8U CN202223329799U CN219060013U CN 219060013 U CN219060013 U CN 219060013U CN 202223329799 U CN202223329799 U CN 202223329799U CN 219060013 U CN219060013 U CN 219060013U
- Authority
- CN
- China
- Prior art keywords
- wall body
- wall
- underground
- water
- pile
- 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
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The utility model relates to the technical field of connecting walls, and discloses an underground connecting wall connecting structure which comprises a wall body, wherein connecting piles are arranged on the end faces of the wall body, connecting beams are respectively arranged at the two ends of each connecting pile, water-stopping steel plates are arranged in the connecting beams, and gaps among the wall body, the connecting piles and the connecting beams are filled with cement. This underground connection wall connection structure, the spliced pole inserts in the terminal surface of wall body through the tie-beam, the stability of reinforcing self to the wall body of two sections around convenient, and connect back spliced pole and tie-beam and wall body and fuse as an organic wholely, do not have stability problem, utilize the route of stagnant water steel sheet reinforcing water infiltration in addition, make water must walk around stagnant water steel sheet, so reduce the infiltration.
Description
Technical Field
The utility model relates to the technical field of connecting walls, in particular to an underground connecting wall connecting structure.
Background
A deep slot is excavated by adopting a slot-excavating machine on the ground in the foundation engineering along the peripheral axis of the deep-excavation engineering under the condition of mud dado. After the groove is cleared, a steel reinforcement cage is hung in the groove, and then a unit groove section is built by a conduit method. The construction is carried out section by section, and a continuous wall is built underground and used as a water interception, seepage prevention, bearing and water retaining structure.
The joint pipe in the underground diaphragm wall has the advantages that the joint pipe in the underground diaphragm wall has more perfect embedding of the two adjacent groove ends, no water seepage phenomenon occurs, the stability of the diaphragm wall reinforcement cage is ensured, the concrete turbulence is well controlled, the end face of the connecting wall is smooth when the existing joint pipe is used, the connecting wall is not easy to be connected with the previous diaphragm wall when pouring is performed again in the later period, certain hidden danger exists, water seepage is easy to occur at the connecting position, and therefore the connecting structure of the underground diaphragm wall is provided.
Disclosure of Invention
Aiming at the defects existing in the prior art, the utility model provides an underground connecting wall connecting structure.
The utility model provides the following technical scheme: the utility model provides an underground connection wall connection structure, includes the wall body, the terminal surface of wall body is equipped with the connecting pile, and the tie-beam is installed respectively at the both ends of connecting pile, the internally mounted of tie-beam has the stagnant water steel sheet, gap between wall body, connecting pile and the tie-beam is filled through cement.
Preferably, the end face of the wall body is provided with a groove for inserting the connecting beam.
Preferably, the connecting beam is internally filled with a steel reinforcement framework, and one end of the steel reinforcement framework extends to the inside of the connecting pile.
Preferably, one end of the water stop steel plate extends to the inside of the wall body, and the other end of the water stop steel plate is inserted into the connecting pile.
Preferably, the two ends of the connecting pile are inwards recessed, and the end face of the wall body is attached to the end face of the connecting pile.
Compared with the prior art, the utility model has the following beneficial effects:
this underground connection wall connection structure, the spliced pole inserts in the terminal surface of wall body through the tie-beam, the stability of reinforcing self to the wall body of two sections around convenient, and connect back spliced pole and tie-beam and wall body and fuse as an organic wholely, do not have stability problem, utilize the route of stagnant water steel sheet reinforcing water infiltration in addition, make water must walk around stagnant water steel sheet, so reduce the infiltration.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model.
In the figure: 1. a wall body; 2. connecting piles; 3. a connecting beam; 4. a water-stopping steel plate; 5. a groove; 6. and a reinforcement cage.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present disclosure more apparent, a technical solution of the embodiments of the present disclosure will be clearly and completely described in conjunction with the accompanying drawings of the embodiments of the present disclosure, and detailed descriptions of known functions and known components are omitted from the present disclosure in order to avoid unnecessarily obscuring the concept of the present disclosure.
Please refer to fig. 1, an underground connection wall connection structure, including wall body 1, the terminal surface of wall body 1 is equipped with connecting pile 2, and connecting beam 3 is installed respectively at connecting pile 2's both ends, the gap between wall body 1, connecting pile 2 and the connecting beam 3 is filled through cement, and connecting pile 2 inserts in wall body 1's the terminal surface through connecting beam 3, strengthens self stability to the wall body 1 of two sections is connected around conveniently, and connecting pile 2 and connecting beam 3 and wall body 1 fuse as an organic whole after connecting, do not have stability problem.
The end face of the wall body 1 is provided with a groove 5 for inserting the connecting beam 3, and the connecting beam 3 is convenient to insert by utilizing the groove 5, so that the connecting pile 2 and the connecting beam 3 are mutually stable with the wall body 1.
The internally mounted of tie-beam 3 has stagnant water steel sheet 4, the inside of stagnant water steel sheet 4 extends to wall body 1, and in the other end of stagnant water steel sheet 4 inserts tie-pile 2, water flows at the gap between tie-pile 2 and tie-beam 3 and wall body 1 easily, consequently through stagnant water steel sheet 4 for water can permeate from having to walk around stagnant water steel sheet 4 through recess 5, and the distance in infiltration route increases, can effectively reduce the infiltration condition.
The connecting beam 3 is internally filled with a steel reinforcement framework 6, one end of the steel reinforcement framework extends to the inside of the connecting pile 2, when the connecting pile 2 is installed, only the steel reinforcement framework 6 and the water stop steel plate 4 are arranged, and then concrete is poured to form the connecting beam 3, and the connecting beam is integrally formed in a contact mode with the groove 5.
The two ends of the connecting pile 2 are inwards recessed, the end face of the wall body 1 is attached to the end face of the connecting pile 2, the area of the end face is further increased, the water is enabled to detourly increase the path in the infiltration process, and the seepage prevention performance can be improved.
The above embodiments are only exemplary embodiments of the present utility model and are not intended to limit the present utility model, the scope of which is defined by the claims. Various modifications and equivalent arrangements of this utility model will occur to those skilled in the art, and are intended to be within the spirit and scope of the utility model.
Claims (5)
1. The utility model provides an underground connection wall connection structure, includes wall body (1), its characterized in that: the end face of wall body (1) is equipped with connecting pile (2), and connecting beam (3) are installed respectively at the both ends of connecting pile (2), internally mounted of connecting beam (3) has stagnant water steel sheet (4), gap between wall body (1), connecting pile (2) and connecting beam (3) is filled through cement.
2. The underground diaphragm wall connection structure according to claim 1, wherein: the end face of the wall body (1) is provided with a groove (5) for inserting the connecting beam (3).
3. The underground diaphragm wall connection structure according to claim 1, wherein: the connecting beam (3) is internally filled with a steel reinforcement framework (6), and one end of the steel reinforcement framework extends to the inside of the connecting pile (2).
4. The underground diaphragm wall connection structure according to claim 1, wherein: one end of the water stop steel plate (4) extends to the inside of the wall body (1), and the other end of the water stop steel plate (4) is inserted into the connecting pile (2).
5. The underground diaphragm wall connection structure according to claim 1, wherein: the two ends of the connecting pile (2) are inwards recessed, and the end face of the wall body (1) is attached to the end face of the connecting pile (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223329799.8U CN219060013U (en) | 2022-12-09 | 2022-12-09 | Underground connection wall connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223329799.8U CN219060013U (en) | 2022-12-09 | 2022-12-09 | Underground connection wall connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219060013U true CN219060013U (en) | 2023-05-23 |
Family
ID=86342931
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223329799.8U Active CN219060013U (en) | 2022-12-09 | 2022-12-09 | Underground connection wall connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219060013U (en) |
-
2022
- 2022-12-09 CN CN202223329799.8U patent/CN219060013U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102535519A (en) | I-shaped steel joint structure for underground continuous wall and construction method for I-shaped steel joint structure | |
| CN112144509A (en) | Construction method of underground continuous wall, joint and connection structure thereof | |
| CN211036998U (en) | Novel foundation pit support structure | |
| CN103410174A (en) | GXJ underground continuous wall rubber waterproof connector tool and construction method thereof | |
| CN203613529U (en) | Rigid joint for underground continuous wall | |
| CN111705782A (en) | Prefabricated underground diaphragm wall, underground diaphragm wall structure and construction method | |
| CN111733853A (en) | Tongue-and-groove type prefabricated underground continuous wall structure | |
| WO2024139777A1 (en) | Pile and wall combined structure for pressure-relief retaining and protection construction in corrosive environment | |
| CN105239607A (en) | Integrated anti-floating structure of underground diaphragm wall and concrete structure bottom plate and construction method of integrated anti-floating structure | |
| CN219060013U (en) | Underground connection wall connection structure | |
| CN208309637U (en) | A kind of assembled monolithic concrete structure pipe gallery standard paragraphs | |
| CN204825993U (en) | Underground continuous wall stagnant water, lap guard stream joint design | |
| CN109881661A (en) | Assembled underground continuous wall transverse connection structure | |
| CN110258528B (en) | Assembled and inserted self-clamping type prefabricated hollow underground continuous wall and construction method thereof | |
| CN203475439U (en) | Special precast underground wall in precast underground wall based foundation pit support structure construction method | |
| CN211113603U (en) | Underground continuous wall construction structure | |
| CN102434718B (en) | Method for reinforcing originating end of push bench | |
| CN206503160U (en) | A kind of continuous underground wall structure with measure of anti float | |
| CN213978921U (en) | Underground continuous wall joint and connecting structure thereof | |
| CN216664580U (en) | Prefabricated concrete self-heat-preservation assembled building shear wall structure for building engineering | |
| CN213143030U (en) | Prefabricated underground continuous wall and underground continuous wall structure | |
| CN104790430B (en) | Construction method of underground continuous wall | |
| CN213233403U (en) | Steel connecting piece of underground continuous wall and underground continuous wall | |
| CN212427155U (en) | Tongue-and-groove type prefabricated underground continuous wall structure | |
| CN211948464U (en) | Underground continuous wall and foundation slab's pre-buried steel sheet connection structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |