CN211621550U - Waterproof underground continuous wall mounting structure of assembled - Google Patents
Waterproof underground continuous wall mounting structure of assembled Download PDFInfo
- Publication number
- CN211621550U CN211621550U CN201921916706.7U CN201921916706U CN211621550U CN 211621550 U CN211621550 U CN 211621550U CN 201921916706 U CN201921916706 U CN 201921916706U CN 211621550 U CN211621550 U CN 211621550U
- Authority
- CN
- China
- Prior art keywords
- wall
- waterproof
- mounting
- main part
- groove
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 51
- 229910000831 Steel Inorganic materials 0.000 claims description 17
- 239000010959 steel Substances 0.000 claims description 17
- 238000009434 installation Methods 0.000 claims description 14
- 230000006978 adaptation Effects 0.000 claims description 6
- 230000008595 infiltration Effects 0.000 abstract description 3
- 238000001764 infiltration Methods 0.000 abstract description 3
- 239000004567 concrete Substances 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Images
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model discloses a waterproof secret diaphragm wall mounting structure of assembled, including preceding main part, the rear end of preceding main part is fixed and is provided with the back main part, the rear end fixed mounting of preceding main part has the front wall, the front wall is L type structure, the inner wall of front wall closely laminates with the rear end and the upper end outer wall of preceding main part, the front end fixed mounting of back main part leads the wall after, the inner wall of back lead wall closely laminates with the front end and the upper end outer wall of back main part, it is provided with the mounting groove to lead fixedly between the wall after and to lead the wall before, the fixed reservation tank that is provided with of bottom every unit of mounting groove, the left end fixed mounting of mounting groove has the wall body. This waterproof underground continuous wall mounting structure of assembled through installing water guiding hole and water guiding hole down, can dredge the ponding of mounting groove and reservation inslot portion respectively, avoids mounting groove and reservation inslot portion ponding to cause underground continuous wall infiltration, has improved this underground continuous wall's waterproof nature greatly.
Description
Technical Field
The utility model relates to an underground continuous wall technical field specifically is a waterproof underground continuous wall mounting structure of assembled.
Background
The underground continuous wall excavation technology originates from Europe, is developed according to methods of using slurry and pouring concrete underwater for well digging and oil drilling, firstly wall protection slurry underground continuous wall construction is adopted in Milan Italy in 1950, and the technology is popularized in western developed countries and the former Soviet Union in the 50-60 th century in 20 th century, and becomes an effective technology in underground engineering and deep foundation construction.
The underground continuous wall is characterized in that a trenching machine is adopted on the ground, a long and narrow deep groove is excavated along the peripheral axis of a deep excavation project under the condition of slurry wall protection, a reinforcement cage is hung in the groove after the groove is cleared, then underwater concrete is poured and built into a unit groove section by using a conduit method, and the process is carried out section by section, so that a continuous reinforced concrete wall is built underground to serve as a structure for intercepting water, preventing seepage, bearing and retaining water.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a waterproof underground continuous wall mounting structure of assembled to propose in solving above-mentioned background art because the problem of time limit for a project or weather, accomplish the back at the grooving, ponding phenomenon can appear in the inslot, in case intake, not only can influence the work of pouring, can influence the waterproof performance's of underground continuous wall installation problem simultaneously.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a waterproof underground continuous wall mounting structure of assembled, includes preceding main part, the rear end of preceding main part is fixed and is provided with the back main part, the rear end fixed mounting of preceding main part has leading wall, leading wall is L type structure, the inner wall of leading wall closely laminates with the rear end and the upper end outer wall of preceding main part, the front end fixed mounting of back main part leads the wall after, the inner wall of leading wall closely laminates with the front end and the upper end outer wall of back main part after, it is fixed between the wall to lead wall and the back before being provided with the mounting groove, the fixed reservation groove that is provided with of unit of bottom every of mounting groove, the left end fixed mounting of mounting groove has the wall body.
Preferably, the lower extreme of the left end of wall body is fixed and is provided with first waterproof voussoir, first waterproof voussoir and reservation groove looks adaptation, the outer wall of first waterproof voussoir closely laminates with the inner wall of reservation groove, the inside fixed mounting that the right-hand member of wall body is located the mounting groove has the steel mesh.
Preferably, the lower extreme of the left end of steel mesh is fixed and is provided with the waterproof voussoir of second, the waterproof voussoir of second is network structure, the waterproof voussoir of second and reservation groove looks adaptation, the right-hand member of steel mesh is located the inside fixed mounting of mounting groove and has the adapter tube.
Preferably, the diameter of the joint pipe is the same as the width of the installation groove, and a third water wedge is fixedly arranged at the lower end of the left end of the joint pipe.
Preferably, the bottom that the front end of back guide wall is located the mounting groove is fixed and is provided with the water conservancy diversion hole, the bottom that the front end of back guide wall is located the preformed groove is fixed and is provided with down the water conservancy diversion hole, the bottom of back guide wall left end is fixed and is seted up drainage pipe, drainage pipe runs through the back guide wall, drainage pipe is located inside the back guide wall and is gone up water conservancy diversion hole and water conservancy diversion hole fixed intercommunication down.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the mounting structure of the assembled waterproof underground continuous wall is simple in structure and convenient to implement, is suitable for underground continuous walls with different shapes, can avoid the water seepage phenomenon of the continuous wall caused by the fact that water is accumulated inside the mounting groove by arranging the reserved groove, can increase the mounting depth of the wall by arranging the first waterproof wedge block at the lower end of the left end of the wall, further effectively improves the firmness of the underground continuous wall, can fill reinforced concrete in the reserved groove during concrete pouring by arranging the second waterproof wedge block at the lower end of the left end of the steel mesh and designing the second waterproof wedge block into a net-shaped structure which is integrated with the steel mesh, and greatly improves the structural firmness of the underground continuous wall;
2. according to the mounting structure of the assembled waterproof underground continuous wall, the accumulated water in the mounting groove and the reserved groove can be respectively dredged by mounting the upper water guide hole and the lower water guide hole, the water seepage of the underground continuous wall caused by the accumulated water in the mounting groove and the reserved groove is avoided, the waterproofness of the underground continuous wall is greatly improved, and meanwhile, the drainage pipeline is mounted, so that the accumulated water collected in the upper water guide hole and the lower water guide hole can be conveniently discharged;
3. this waterproof underground continuous wall mounting structure of assembled is through the erection joint pipe to set up third prevention water voussoir, inside the preformed groove at concrete entering rear when can preventing that preceding unit from pouring, the installation of the next unit of being convenient for is pour.
Drawings
FIG. 1 is a schematic perspective view of the present invention;
FIG. 2 is a schematic view of the three-dimensional structure of the steel net of the present invention;
FIG. 3 is a schematic view of a three-dimensional structure of the joint pipe of the present invention;
FIG. 4 is a schematic view of the three-dimensional structure of the rear guide wall of the present invention;
fig. 5 is a schematic view of the sectional structure of the mounting groove of the present invention.
In the figure: 1. a front body; 2. a rear body; 3. a front guide wall; 4. a rear guide wall; 5. mounting grooves; 6. reserving a groove; 7. a wall body; 8. a first waterproof wedge; 9. a steel mesh; 10. a second waterproof wedge; 11. a joint pipe; 12. a third water wedge; 13. an upper water guide hole; 14. a lower water guide hole; 15. and (4) a water drainage pipeline.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-5, the present invention provides a technical solution: the utility model provides a waterproof underground continuous wall mounting structure of assembled, including preceding main part 1, the rear end of preceding main part 1 is fixed and is provided with back main part 2, the rear end fixed mounting of preceding main part 1 leads wall 3, it is L type structure to lead wall 3, the inner wall of leading wall 3 closely laminates with the rear end of preceding main part 1 and upper end outer wall, the front end fixed mounting of back main part 2 leads wall 4 after, the inner wall of leading wall 4 after with the front end of back main part 2 closely laminate with the upper end outer wall, lead fixedly between wall 3 and the back wall of leading and be provided with mounting groove 5, the fixed reservation groove 6 that is provided with of every unit in bottom of mounting groove 5, the left end fixed mounting of mounting groove 5 has wall body 7.
Further, the fixed first waterproof voussoir 8 that is provided with of lower extreme of the left end of wall body 7, first waterproof voussoir 8 and reservation groove 6 looks adaptation, the outer wall of first waterproof voussoir 8 closely laminates with the inner wall of reservation groove 6, the inside fixed mounting that the right-hand member of wall body 7 is located mounting groove 5 has steel mesh 9, through setting up reservation groove 6, can avoid the water accumulation to have the inside diaphragm wall that causes of mounting groove 5 to take place the infiltration phenomenon, and set up first waterproof voussoir 8 at the lower extreme of the 7 left ends of wall body, can increase the installation depth of wall body 7, and then the effectual fastness that has improved underground diaphragm wall.
Further, the fixed second waterproof voussoir 10 that is provided with of lower extreme of the left end of steel mesh 9, second waterproof voussoir 10 is network structure, second waterproof voussoir 10 and reservation groove 6 looks adaptation, the right-hand member of steel mesh 9 is located the inside fixed mounting of mounting groove 5 and has joint pipe 11, lower extreme through at the steel mesh 9 left end sets up second waterproof voussoir 10, and design it to network structure, structure as an organic whole with steel mesh 9, can make the inside reinforced concrete that fills of reservation groove 6 when concrete placement, the structural firmness of this underground continuous wall has been improved greatly.
Further, the diameter of the joint pipe 11 is the same as the width of the installation groove 5, a third water wedge 12 is fixedly arranged at the lower end of the left end of the joint pipe 11, the joint pipe 11 is installed, and the third water wedge 12 is arranged, so that concrete can be prevented from entering the reserved groove 6 at the rear when the previous unit is poured, and the installation and pouring of the next unit are facilitated.
Furthermore, the front end of the rear guide wall 4 is fixedly provided with an upper water guide hole 13 at the bottom of the mounting groove 5, the front end of the rear guide wall 4 is fixedly provided with a lower water guide hole 14 at the bottom of the reserved groove 6, a water discharge pipe 15 is fixedly arranged at the bottom of the left end of the rear guide wall 4, the water discharge pipe 15 penetrates through the rear guide wall 4, the water discharge pipe 15 is positioned inside the rear guide wall 4 and is fixedly communicated with the upper water guide hole 13 and the lower water guide hole 14, the accumulated water inside the mounting groove 5 and the reserved groove 6 can be respectively dredged by mounting the upper water guide hole 13 and the lower water guide hole 14, the water seepage of the underground continuous wall caused by the accumulated water inside the mounting groove 5 and the reserved groove 6 is avoided, the water resistance of the underground continuous wall is greatly improved, and the water discharge pipe 15 is mounted simultaneously, so that the accumulated water collected.
The working principle is as follows: when the units are installed, the steel mesh 9 is placed down, the second waterproof wedge block 10 is placed right opposite to the reserved groove 6, the joint pipe 11 is placed at the right end of the steel mesh 9, the third waterproof wedge block 12 is made right opposite to the reserved groove 6 of the next unit, then pouring is carried out, after pouring is finished, the joint pipe 11 is pulled out, pouring of the next unit is carried out, by arranging the reserved groove 6, the water seepage phenomenon of the continuous wall caused by the fact that water is accumulated inside the installation groove 5 can be avoided, the first waterproof wedge block 8 is arranged at the lower end of the left end of the wall body 7, the installation depth of the wall body 7 can be increased, further, the firmness of the underground continuous wall is effectively improved, by installing the joint pipe 11 and the third waterproof wedge block 12, concrete can be prevented from entering the reserved groove 6 behind when the previous unit is poured, the installation and pouring of the next unit are convenient, when water is accumulated inside the installation groove 5 and the reserved groove 6, ponding can flow into drainage pipe 15 inside along last guiding hole 13 and lower guiding hole 14 respectively thereby discharge ponding, through installing guiding hole 13 and lower guiding hole 14, can dredge the ponding of mounting groove 5 and reservation groove 6 inside respectively, avoid mounting groove 5 and reservation groove 6 inside ponding to cause underground continuous wall infiltration, improved this underground continuous wall's waterproof nature greatly, install drainage pipe 15 simultaneously, be convenient for discharge the ponding of going up the inside collection of guiding hole 13 and lower guiding hole 14.
It should be finally noted that the above only serves to illustrate the technical solution of the present invention, and not to limit the scope of the present invention, and that simple modifications or equivalent replacements performed by those skilled in the art to the technical solution of the present invention do not depart from the spirit and scope of the technical solution of the present invention.
Claims (5)
1. The utility model provides a waterproof underground continuous wall mounting structure of assembled, includes preceding main part, its characterized in that: the rear end of preceding main part is fixed and is provided with the rear body, the rear end fixed mounting of preceding main part leads the wall, it is L type structure to lead the wall, the inner wall of preceding wall closely laminates with the rear end and the upper end outer wall of preceding main part, the front end fixed mounting of rear body leads the wall after, the inner wall of back lead the wall closely laminates with the front end and the upper end outer wall of rear body, it is provided with the mounting groove to lead fixedly between the wall before and after, the fixed reservation groove that is provided with of every unit in bottom of mounting groove, the left end fixed mounting of mounting groove has the wall body.
2. The assembly type waterproof underground diaphragm wall installation structure of claim 1, wherein: the lower extreme of the left end of wall body is fixed and is provided with first waterproof voussoir, first waterproof voussoir and reservation groove looks adaptation, the outer wall of first waterproof voussoir closely laminates with the inner wall of reservation groove, the inside fixed mounting that the right-hand member of wall body is located the mounting groove has the steel mesh.
3. The assembly type waterproof underground diaphragm wall installation structure of claim 2, wherein: the lower extreme of the left end of steel mesh is fixed and is provided with the waterproof voussoir of second, the waterproof voussoir of second is network structure, the waterproof voussoir of second and reservation groove looks adaptation, the right-hand member of steel mesh is located the inside fixed mounting of mounting groove and has the adapter tube.
4. The fabricated waterproof underground diaphragm wall installation structure of claim 3, wherein: the diameter of the joint pipe is the same as the width of the mounting groove, and a third water wedge block is fixedly arranged at the lower end of the left end of the joint pipe.
5. The assembly type waterproof underground diaphragm wall installation structure of claim 1, wherein: the water guide device is characterized in that an upper water guide hole is fixedly formed in the bottom, located at the mounting groove, of the front end of the rear guide wall, a lower water guide hole is fixedly formed in the bottom, located at the reserved groove, of the front end of the rear guide wall, a drainage pipeline is fixedly formed in the bottom of the left end of the rear guide wall, the drainage pipeline penetrates through the rear guide wall, and the drainage pipeline is located inside the rear guide wall and is fixedly communicated with the upper water guide hole and the lower water guide hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921916706.7U CN211621550U (en) | 2019-11-08 | 2019-11-08 | Waterproof underground continuous wall mounting structure of assembled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921916706.7U CN211621550U (en) | 2019-11-08 | 2019-11-08 | Waterproof underground continuous wall mounting structure of assembled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211621550U true CN211621550U (en) | 2020-10-02 |
Family
ID=72625088
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921916706.7U Active CN211621550U (en) | 2019-11-08 | 2019-11-08 | Waterproof underground continuous wall mounting structure of assembled |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211621550U (en) |
-
2019
- 2019-11-08 CN CN201921916706.7U patent/CN211621550U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN210066791U (en) | A precipitation combined system that is used for foundation ditch pressure release precipitation and dredges precipitation | |
| CN102383437B (en) | Well point positioned pumping tubular well and well point positioned pumping method | |
| CN110566273A (en) | Drainage system and drainage method for treating tunnel surrounding rock fracture water | |
| CN211395714U (en) | Novel building foundation pit drainage structure | |
| CN107012791B (en) | Tunnel-Type Anchorage of Suspension Bridge waterproof and water drainage system and construction construction method | |
| CN211621550U (en) | Waterproof underground continuous wall mounting structure of assembled | |
| CN210917244U (en) | Water conservancy construction stone foundation waterproof construction | |
| CN210263099U (en) | Foundation ditch lateral wall diversion device | |
| CN110185051A (en) | Deep narrow excavation water discharge method | |
| CN217105048U (en) | Waterproof underground continuous wall mounting structure of assembled | |
| CN216475128U (en) | Building bottom plate drainage structure with temporary water tank in water collecting well | |
| CN211285659U (en) | Drainage system for foundation pit | |
| CN211143104U (en) | Precipitation well arranged at bottom of underground diaphragm wall | |
| CN113373904A (en) | Water-stop type angle lug steel sheet pile and construction method | |
| CN211312568U (en) | Deep basal pit drainage structures convenient to construction | |
| CN212317000U (en) | Anti-permeability device for manual hole digging pile | |
| CN105672334A (en) | Method for conducting segmented roadbed water blocking construction at low-lying terrain areas through water fenders | |
| CN216810047U (en) | Earthwork excavating device for municipal road construction | |
| CN212337306U (en) | Automatic device that overflows of pressure-bearing water at bottom of tunnel | |
| CN214301810U (en) | Deep foundation pit drainage structure | |
| CN218990211U (en) | Non-sinking drainage ditch and planting groove structure | |
| CN215105242U (en) | Water-stop type angle lug steel sheet pile | |
| CN212835459U (en) | Interim drainage system of foundation ditch | |
| CN216865381U (en) | Drainage underdrain | |
| CN220080093U (en) | Hydraulic engineering retaining wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 230000 room 2001, building 2, Wanda Plaza, 3818 south 2nd Ring Road, administrative district, Hefei City, Anhui Province Patentee after: Anhui Kaiyun Construction Development Co.,Ltd. Address before: 230000 room 2001, building 2, Wanda Plaza, 3818 south 2nd Ring Road, administrative district, Hefei City, Anhui Province Patentee before: Anhui Taiji Construction Engineering Co.,Ltd. |
|
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 230000 room 708, floor 7, Yunzhang building, No. 535, Wangjiang West Road, high tech Zone, Hefei, Anhui Province Patentee after: Anhui Kaiyun Construction Development Co.,Ltd. Address before: 230000 room 2001, building 2, Wanda Plaza, 3818 south 2nd Ring Road, administrative district, Hefei City, Anhui Province Patentee before: Anhui Kaiyun Construction Development Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231222 Address after: 7th Floor, Yunzhang Finance Building, No. 535 Wangjiang West Road, High tech Zone, Hefei City, Anhui Province, 230000 Patentee after: Anhui Lehe Foundation Engineering Co.,Ltd. Address before: 230000 room 708, floor 7, Yunzhang building, No. 535, Wangjiang West Road, high tech Zone, Hefei, Anhui Province Patentee before: Anhui Kaiyun Construction Development Co.,Ltd. |