CN216275620U - Underground continuous wall lining wall construction structure - Google Patents
Underground continuous wall lining wall construction structure Download PDFInfo
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- CN216275620U CN216275620U CN202122701445.0U CN202122701445U CN216275620U CN 216275620 U CN216275620 U CN 216275620U CN 202122701445 U CN202122701445 U CN 202122701445U CN 216275620 U CN216275620 U CN 216275620U
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- underground continuous
- continuous wall
- steel plate
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Abstract
The utility model discloses a construction structure of an underground continuous wall lining wall, which relates to the field of building construction and comprises an underground continuous wall, wherein a plurality of reserved grooves distributed in a rectangular array are preset on one side surface of the underground continuous wall, the reserved grooves are arranged in an inclined shape, a water stop steel plate is arranged on one side of the underground continuous wall, a plurality of rubber strips distributed at equal intervals are fixedly connected to one side surface of the water stop steel plate close to the underground continuous wall, a waterproof coiled material is fixedly connected to one side surface of the water stop steel plate close to the underground continuous wall, and one side surface of the waterproof coiled material is attached to the outer side surface of each rubber strip. When the waterproof coiled material is subjected to lateral pressure of the underground continuous wall, the rubber strip is forced to be compressed by the pressure, so that the compressed waterproof coiled material is stretched, the phenomenon that the waterproof coiled material is pressed to crack or be damaged in the use process can be effectively avoided, and the water seepage prevention performance of the lining wall is improved.
Description
Technical Field
The utility model relates to the field of building construction, in particular to a construction structure of an underground diaphragm wall lining wall.
Background
The lining wall is specific to the underground continuous wall, after the construction of the common underground continuous wall, the wall surface is extremely unsmooth, and uneven wall surfaces can be formed, at this time, some designs can build another brick wall or reinforced concrete wall in the continuous wall, the water resistance of the inner lining wall is generally realized by laying waterproof coiled materials during the construction of the inner lining wall, the existing waterproof coiled materials for the inner lining wall lack a buffer structure, when the waterproof roll is pressed, the cushion can not be carried out, so that the waterproof roll is broken or damaged when being pressed, further influencing the waterproof effect of the inner lining wall, meanwhile, the traditional inner lining wall is a single-layer concrete reinforced wall, the pressure on the inner lining wall cannot be effectively dispersed, so that the inner lining wall is easy to crack when in use, therefore, it is necessary to develop a construction structure of an underground diaphragm wall lining wall to solve the above problems.
SUMMERY OF THE UTILITY MODEL
The present invention is directed to a lining wall construction structure for an underground diaphragm wall, which solves the above problems of the prior art.
In order to achieve the purpose, the utility model provides the following technical scheme: a construction structure of an underground diaphragm wall lining wall comprises an underground diaphragm wall, wherein a plurality of preformed grooves distributed in a rectangular array mode are preset on the surface of one side of the underground diaphragm wall, the preformed grooves are arranged in an inclined mode, a water stop steel plate is arranged on one side of the underground diaphragm wall, a plurality of rubber strips distributed at equal intervals are fixedly connected to the surface of one side, close to the underground diaphragm wall, of the water stop steel plate, a waterproof coiled material is fixedly connected to the surface of one side, close to the underground diaphragm wall, of the water stop steel plate, one side of the waterproof coiled material is attached to the outer side face of each rubber strip, a compression steel plate is arranged on one side, far away from the underground diaphragm wall, of the water stop steel plate, the compression steel plate is corrugated or zigzag, a plurality of connecting ribs distributed in a rectangular array mode are fixedly connected to the surface of one side, far away from the underground diaphragm wall, of each connecting rib and fixedly connected to the trough of the compression steel plate, one side welding that stagnant water steel sheet was kept away from to profiled steel sheet has the steel bar frame, one side that profiled steel sheet was kept away from to the steel bar frame is provided with the baffle, and the baffle sets up to L shape.
Preferably, one side fixed surface that stagnant water steel sheet is close to underground continuous wall is connected with a plurality of stocks that are the rectangular array and distribute, stock and reservation groove looks adaptation, and the stock is kept away from the one end of stagnant water steel sheet and is extended to inside the reservation groove.
Preferably, a bottom plate is arranged at the bottom end of the surface of one side of the preformed groove, the water stop steel plate, the profiled steel plate and the reinforcing steel bar frame are all located on one side of the upper surface of the bottom plate, and the horizontal end of the baffle plate is attached to the upper surface of the bottom plate.
Preferably, a plurality of fixing pins distributed at equal intervals are arranged on one side of the upper surface of the horizontal section of the baffle plate, and the fixing pins penetrate through the baffle plate and extend into the bottom plate.
Preferably, a plurality of supporting rods which are distributed at equal intervals are fixedly connected to the bottom end of the surface of one side, far away from the profiled steel sheet, of the vertical section of the baffle plate, the upper surface of one end, far away from the vertical section of the baffle plate, of the supporting rods is fixedly connected to the upper surface of the horizontal section of the baffle plate, and concrete is poured among the water stop steel plate, the baffle plate and the profiled steel sheet.
The utility model has the technical effects and advantages that:
1. according to the utility model, the plurality of rubber strips are arranged on one side of the water stop steel plate, when the waterproof coiled material is pressed by the underground continuous wall, the rubber strips are forced to be compressed by the pressure, so that the pressed waterproof coiled material is stretched, the phenomenon that the waterproof coiled material is pressed to crack or be damaged in the use process can be effectively avoided, and the water seepage prevention performance of the lining wall is improved;
2. the corrugated or zigzag profiled steel plates are used for buffering the pressure on the lining wall, so that the compression resistance and the seismic resistance of the lining wall are improved, the concrete inner wall is formed by pouring concrete between the water stop steel plates and the profiled steel plates, the concrete outer wall is formed by pouring concrete between the profiled steel plates and the baffle plates, the pressure on the lining wall is dispersed by matching the inner wall and the outer wall, the stability of the lining wall is improved, and the lining wall is not easy to crack.
Drawings
Fig. 1 is a schematic cross-sectional view of the overall structure of the present invention.
Fig. 2 is a schematic top-down view of the overall structure of the present invention.
Fig. 3 is a schematic perspective view of the water stop steel plate structure of the present invention.
In the figure: 1. an underground diaphragm wall; 2. reserving a groove; 3. a water stop steel plate; 31. a rubber strip; 4. waterproof coiled materials; 5. an anchor rod; 6. profiled steel sheets; 7. connecting ribs; 8. a reinforcing steel bar frame; 9. a baffle plate; 10. a base plate; 11. a fixing pin; 12. a support rod.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The utility model provides a construction structure of an underground continuous wall lining wall as shown in figures 1-3, which comprises an underground continuous wall 1, wherein a plurality of reserved grooves 2 distributed in a rectangular array are preset on the surface of one side of the underground continuous wall 1, the reserved grooves 2 are arranged in an inclined shape, one side of the underground continuous wall 1 is provided with a water stop steel plate 3, the surface of one side, close to the underground continuous wall 1, of the water stop steel plate 3 is fixedly connected with a plurality of rubber strips 31 distributed at equal intervals, the surface of one side, close to the underground continuous wall 1, of the water stop steel plate 3 is fixedly connected with a waterproof coiled material 4, one side surface of the waterproof coiled material 4 is attached to the outer side surface of the rubber strips 31, the pressure caused by the underground continuous wall 1 to the waterproof coiled material 4 is buffered through the plurality of rubber strips 31, the phenomenon that the waterproof coiled material 4 is pressed to crack or be damaged in the using process can be effectively avoided, and the water seepage prevention performance of the lining wall is improved, one side of the water stop steel plate 3, which is far away from the underground continuous wall 1, is provided with a profiled steel plate 6, the profiled steel plate 6 is corrugated or serrated, and the pressure on the lining wall is buffered through the corrugated or serrated profiled steel plate 6, so that the compression resistance and the seismic resistance of the lining wall are improved.
Specifically, a plurality of anchor rods 5 distributed in a rectangular array are fixedly connected to the surface of one side, close to the underground continuous wall 1, of the water stop steel plate 3, the anchor rods 5 are matched with the reserved grooves 2, the water stop steel plate 3 is fixed to one side of the underground continuous wall 1 through the insertion connection of the anchor rods 5 and the reserved grooves 2, one end, far away from the water stop steel plate 3, of each anchor rod 5 extends into the corresponding reserved groove 2, when the anchor rods 5 are installed, concrete is poured into the corresponding reserved grooves 2, the anchor rods 5 located in the reserved grooves 2 are wrapped by the concrete when the anchor rods 5 are inserted into the reserved grooves 2, the anchor rods 5 are convenient to fix, a plurality of connecting ribs 7 distributed in a rectangular array are fixedly connected to the surface of one side, far away from the underground continuous wall 1, of each connecting rib 7, one end, far away from the water stop steel plate 3, of each connecting rib is fixedly connected with the trough of the profiled steel plates 6, and the water stop steel plates 3 and the profiled steel plates 6 are connected through the connecting ribs 7, one side welding that stagnant water steel sheet 3 was kept away from to profiled steel sheet 6 has steel bar frame 8, one side that profiled steel sheet 6 was kept away from to steel bar frame 8 is provided with baffle 9, and baffle 9 sets up to the L shape, stagnant water steel sheet 3, the concrete has all been pour between baffle 9 and profiled steel sheet 6, it forms the concrete interior wall to pour the concrete between stagnant water steel sheet 3 and the profiled steel sheet 6, it forms the concrete outer wall to pour the concrete between profiled steel sheet 6 and the baffle 9, the pressure that interior wall and outer wall cooperation received the interior wall disperses, the stability of interior wall has been improved, make the difficult fracture of interior wall.
Secondly, a bottom plate 10 is arranged at the bottom end of one side surface of the preformed groove 2, the water stop steel plate 3, the profiled steel plate 6 and the reinforcing steel bar frame 8 are all positioned at one side of the upper surface of the bottom plate 10, the horizontal end of the baffle plate 9 is attached to the upper surface of the bottom plate 10, a plurality of fixing pins 11 which are distributed at equal intervals are arranged at one side of the upper surface of the horizontal section of the baffle plate 9, the fixing pins 11 penetrate through the baffle plate 9 and extend into the bottom plate 10, the baffle plate 9 is fixed on the bottom plate 10 through a plurality of fixing pins 11, so that the construction of the inner lining wall is convenient, meanwhile, the baffle 9 is convenient for workers to dismantle in the later period, the bottom end of one side surface of the vertical section of the baffle 9 far away from the profiled steel sheet 6 is fixedly connected with a plurality of supporting rods 12 which are distributed at equal intervals, and one end of the support rod 12 far away from the vertical section of the baffle plate 9 is fixedly connected with the upper surface of the horizontal section of the baffle plate 9, the baffle 9 is supported by a plurality of support rods 12, so that the stability of the interior lining wall during construction is ensured.
The working principle of the utility model is as follows:
this device is when using, through being provided with a plurality of rubber strips, when waterproofing membrane is receiving the lateral pressure of underground continuous wall, pressure forces the rubber strip to be compressed, thereby make pressurized waterproofing membrane unfold, can effectively avoid waterproofing membrane to take place the compression fracture or impaired phenomenon to take place in the use, thereby the prevention of seepage water performance of interior wall has been improved, cushion the pressure that receives the interior wall through the profiled steel sheet that sets up to corrugate or cockscomb structure, the resistance to compression and the anti-seismic performance of interior wall have been improved, form the concrete inner wall through pouring the concrete between stagnant water steel sheet and profiled steel sheet, it forms the concrete outer wall to pour the concrete between profiled steel sheet and baffle, the pressure that interior wall and outer wall cooperation received the interior wall disperses, the stability of interior wall has been improved, make the difficult fracture of interior wall.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the utility model.
Claims (5)
1. The utility model provides an underground continuous wall inside lining wall construction structures, includes underground continuous wall (1), its characterized in that: a plurality of preformed grooves (2) distributed in a rectangular array are preset on the surface of one side of the underground continuous wall (1), the preformed grooves (2) are arranged in an inclined shape, a water stop steel plate (3) is arranged on one side of the underground continuous wall (1), a plurality of rubber strips (31) distributed at equal intervals are fixedly connected to the surface of one side, close to the underground continuous wall (1), of the water stop steel plate (3), a waterproof coiled material (4) is fixedly connected to the surface of one side, close to the underground continuous wall (1), of the water stop steel plate (3), the lateral surface of one side of the waterproof coiled material (4) is attached to the lateral surface of the rubber strips (31), a compression steel plate (6) is arranged on one side, far away from the underground continuous wall (1), of the water stop steel plate (3), the compression steel plate (6) is corrugated or serrated, a plurality of connecting ribs (7) distributed in a rectangular array are fixedly connected to the surface of one side, far away from the underground continuous wall (1), of the water stop steel plate (3), and the one end that stagnant water steel sheet (3) were kept away from in splice bar (7) and the trough department fixed connection of profiled sheet (6), one side welding that stagnant water steel sheet (3) were kept away from in profiled sheet (6) has reinforcing bar frame (8), one side that profiled sheet (6) were kept away from in reinforcing bar frame (8) is provided with baffle (9), and baffle (9) set up to L shape.
2. A construction structure of an underground diaphragm wall lining wall according to claim 1, wherein: stagnant water steel sheet (3) are close to one side fixed surface of underground continuous wall (1) and are connected with a plurality of stock (5) that are the rectangular array and distribute, stock (5) and preformed groove (2) looks adaptation, and the one end that stagnant water steel sheet (3) were kept away from in stock (5) extends to inside preformed groove (2).
3. A construction structure of an underground diaphragm wall lining wall according to claim 2, wherein: a bottom plate (10) is arranged at the bottom end of the surface of one side of the preformed groove (2), the water stop steel plate (3), the profiled steel plate (6) and the reinforcing steel bar frame (8) are all located on one side of the upper surface of the bottom plate (10), and the horizontal end of the baffle plate (9) is attached to the upper surface of the bottom plate (10).
4. A construction structure of an underground diaphragm wall lining wall according to claim 3, wherein: a plurality of fixing pins (11) distributed at equal intervals are arranged on one side of the upper surface of the horizontal section of the baffle plate (9), and the fixing pins (11) penetrate through the baffle plate (9) and extend to the inside of the bottom plate (10).
5. A construction structure of an underground diaphragm wall lining wall according to claim 4, wherein: the vertical section of baffle (9) is far away from one side surface bottom fixedly connected with of profiled sheet (6) a plurality of bracing pieces (12) that are equidistant distribution, and bracing piece (12) keep away from the one end of the vertical section of baffle (9) and the horizontal segment upper surface fixed connection of baffle (9), all pour the concrete between stagnant water steel sheet (3), baffle (9) and profiled sheet (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122701445.0U CN216275620U (en) | 2021-11-06 | 2021-11-06 | Underground continuous wall lining wall construction structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122701445.0U CN216275620U (en) | 2021-11-06 | 2021-11-06 | Underground continuous wall lining wall construction structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216275620U true CN216275620U (en) | 2022-04-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122701445.0U Active CN216275620U (en) | 2021-11-06 | 2021-11-06 | Underground continuous wall lining wall construction structure |
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| Country | Link |
|---|---|
| CN (1) | CN216275620U (en) |
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2021
- 2021-11-06 CN CN202122701445.0U patent/CN216275620U/en active Active
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