CN210507416U - Underground continuous wall structure used as pool wall plate - Google Patents
Underground continuous wall structure used as pool wall plate Download PDFInfo
- Publication number
- CN210507416U CN210507416U CN201920746828.XU CN201920746828U CN210507416U CN 210507416 U CN210507416 U CN 210507416U CN 201920746828 U CN201920746828 U CN 201920746828U CN 210507416 U CN210507416 U CN 210507416U
- Authority
- CN
- China
- Prior art keywords
- plate
- underground continuous
- continuous wall
- reinforcing
- reinforcing steel
- 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.)
- Expired - Fee Related
Links
- 230000007246 mechanism Effects 0.000 claims abstract description 97
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 35
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 66
- 239000010959 steel Substances 0.000 claims description 66
- 230000003014 reinforcing effect Effects 0.000 claims description 39
- 229920003023 plastic Polymers 0.000 claims description 29
- 239000004033 plastic Substances 0.000 claims description 29
- 239000004744 fabric Substances 0.000 claims description 25
- 230000008878 coupling Effects 0.000 claims description 5
- 238000010168 coupling process Methods 0.000 claims description 5
- 238000005859 coupling reaction Methods 0.000 claims description 5
- 239000006260 foam Substances 0.000 claims description 5
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 238000003466 welding Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 19
- 230000000694 effects Effects 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 3
- 230000008569 process Effects 0.000 abstract description 2
- 101150054854 POU1F1 gene Proteins 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 239000002178 crystalline material Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 229920002554 vinyl polymer Polymers 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000002985 plastic film Substances 0.000 description 1
- 239000002984 plastic foam Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
Images
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model discloses a double as underground continuous wall structure of pond wallboard uses the technical field who struts at the pond inner wall, and its technical scheme main points are: the underground diaphragm wall mechanism comprises a foundation pit, an underground diaphragm wall mechanism and an inner lining thin plate mechanism, wherein the underground diaphragm wall mechanism is arranged on the inner periphery of the foundation pit, the underground diaphragm wall mechanism comprises a plurality of first reinforcing steel bars arranged along the vertical direction and a second reinforcing steel bar arranged along the horizontal direction, the plurality of first reinforcing steel bars are arranged side by side to form a rectangular mechanism, the inner part of the rectangular mechanism is a cavity, the second reinforcing steel bars are welded on one side, away from the cavity, of the first reinforcing steel bars, a bottom plate is preset at the bottom of the foundation pit, one end, facing the bottom plate, of each first reinforcing steel; has the technical effects that: the underground continuous wall mechanism and the sheet mechanism are directly used as the inner wall plate of the water tank, so that the occupation of the construction space on the plane area of the water tank in the foundation pit in the construction process is reduced.
Description
Technical Field
The utility model relates to a technical field that the pond inner wall was strutted, in particular to underground continuous wall structure who doubles pond wallboard.
Background
Water plants and sewage plants often encounter the situation that buildings and pipelines exist around newly-built pools under the current situation, and the available space of the newly-built pools is narrow. In the past, a foundation pit supporting structure is usually arranged outside a newly-built water pool, and the water pool is newly built in the supporting structure. The foundation pit supporting cost is generally higher and even exceeds the cost of the pool, and the supporting structure is only used in the foundation pit excavation stage and is relatively wasted. And a certain construction operation space is also needed between the foundation pit supporting structure and the newly-built pool, and after the construction operation space is deducted, the plane size of the pool body is reduced.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a double as underground continuous wall structure of pond wallboard, its advantage: the underground continuous wall is also used as a wall plate of the pool, so that the occupation of the peripheral area of the pool is reduced, and the plane area of the pool is increased.
The above technical purpose of the present invention can be achieved by the following technical solutions: the utility model provides a hold concurrently as secret diaphragm wall structure of pond wallboard, includes the foundation ditch and sets up the underground diaphragm wall mechanism at the foundation ditch internal periphery, underground diaphragm wall mechanism includes a plurality of first reinforcing bars that set up along vertical direction and the second reinforcing bar that sets up along the horizontal direction, and is a plurality of first reinforcing bar sets up side by side and encloses into the inside rectangle mechanism for the cavity, the second reinforcing bar welds in the one side that deviates from the cavity at first reinforcing bar, the bottom of foundation ditch has preset the bottom plate, first reinforcing bar is towards the one end fixed connection of bottom plate on the bottom plate, the cavity intussuseption that rectangle mechanism formed is filled with the concrete.
Through the technical scheme, during construction, the operator adopts the professional equipment fluting at first to the underground continuous wall mechanism that will be under construction, place first reinforcing bar and second reinforcing bar in the inslot of underground continuous wall mechanism in advance, first reinforcing bar and second reinforcing bar form rectangle mechanism in underground continuous wall mechanism this moment, the operator pours the concrete in the cavity that rectangle mechanism formed after that, treat the concrete cooling solidification back, underground continuous wall structure directly is as the pond wallboard, need not to construct the pond wallboard again after the underground continuous wall mechanism is constructed and finishes, thereby the planar area's in the foundation ditch occupation has been reduced, the planar area's to the pond occupation has been reduced promptly.
The utility model discloses further set up to: and a cross-shaped steel plate is fixedly arranged between the cavities of the rectangular mechanisms, one side of the cross-shaped steel plate along the length direction is parallel to the second steel bars, and one side of the cross-shaped steel plate along the width direction is perpendicular to the first steel bars and is welded and fixed on the first steel bars.
Through above-mentioned technical scheme, treat that the pond is built the completion back, the last setting of cross steel sheet can resist pond external load on the one hand, and on the other hand is also effectual to the level that the water in the pond produced to moment of flexure, shear force, has strengthened the holistic steadiness of underground continuous wall mechanism, is favorable to prolonging the life in pond.
The utility model discloses further set up to: and PVC plastic-coated cloth is fixedly arranged on the outer side of the rectangular mechanism.
According to the technical scheme, the PVC plastic-coated cloth is a vinyl polymer substance, is made of a non-crystalline material, and has good waterproof performance and tensile resistance. The PVC plastic-coated cloth reduces the possibility of outward leakage of concrete when concrete is injected into the rectangular mechanism, and better ensures the construction quality.
The utility model discloses further set up to: the cross steel sheet wears to establish rectangle mechanism along width direction's both sides, the outside of rectangle mechanism has first connecting plate at the position rigid coupling that is close to cross steel sheet, the edge clamp of PVC plastic-coated cloth has the second connecting plate at one side rigid coupling that cross steel sheet was kept away from to PVC plastic-coated cloth between first connecting plate and cross steel sheet and through the cooperation fixed connection of first screw and first nut, the outside of rectangle mechanism has the installation piece at the position rigid coupling that is close to the second connecting plate in PVC plastic-coated cloth, one side clamp that cross steel sheet was kept away from to PVC plastic-coated cloth is between second connecting plate and installation piece and through the cooperation fixed connection of second screw and second nut.
Through above-mentioned technical scheme, adopt the mode of dismantling the connection between PVC plastic-coated cloth and rectangle mechanism and the cross steel sheet, the operator of being convenient for installs fixedly PVC plastic-coated cloth. The PVC plastic-coated cloth is fixed on the second connecting plate and the cross-shaped steel plate on the rectangular mechanism, and the PVC plastic-coated cloth has good tensile resistance, so that the stability of connection between the cross-shaped steel plate and the rectangular mechanism is enhanced.
The utility model discloses further set up to: and one side of the rectangular mechanism facing the interior of the foundation pit is fixedly connected with a lining thin plate mechanism.
Through the technical scheme, the lining thin plate mechanism is arranged, so that the underground continuous wall mechanism is kept on a flat plane towards one side inside the water tank, the leveling effect is achieved, and the flatness of the inner wall of the water tank is guaranteed.
The utility model discloses further set up to: a third steel bar is preset in the bottom plate along the horizontal direction, a steel bar connector is fixedly connected to one end of the third steel bar along the vertical direction, an L-shaped fourth steel bar is fixedly connected to one end, close to the bottom plate, of the first steel bar, and one end, far away from the first steel bar, of the fourth steel bar is connected with the third steel bar through the steel bar connector.
Through above-mentioned technical scheme, during the construction, the operator connects the fourth reinforcing bar in the one end that first reinforcing bar is close to the bottom plate, then pegs graft the fourth reinforcing bar in the reinforcing bar connector that links to each other with the third reinforcing bar to make first reinforcing bar and pre-buried third reinforcing bar in the bottom plate link to each other, increased the stability of being connected between first reinforcing bar and the third reinforcing bar, thereby increased the stability of being connected between underground continuous wall mechanism and the bottom plate.
The utility model discloses further set up to: the bottom plate is filled with foam plastic board and water-swelling sealing rod along the clearance between one side of vertical direction and the first reinforcing bar.
Through above-mentioned technical scheme, before pouring underground continuous wall mechanism, the operator with foam plastic sheet and meet water inflation sealing rod in the clearance between one side of bottom plate along vertical direction and first reinforcing bar, then pour the concrete again. At the moment, the gap between one side of the bottom plate along the vertical direction and the first steel bar is blocked, so that the connection tightness between the bottom plate and the underground cement continuous wall mechanism is enhanced. When water seepage occurs between the bottom plate and the underground cement continuous wall mechanism, the water-swelling water stop strip absorbs water to swell, so that a seepage-proofing effect is achieved due to the fact that a seepage crack is blocked.
The utility model discloses further set up to: the plane of foundation ditch is established to the rectangle, the bracing piece has set firmly between the adjacent both sides of underground continuous wall mechanism in the foundation ditch, the bracing piece is along length direction's both ends rigid coupling respectively on the adjacent both sides of underground continuous wall mechanism.
Through the technical scheme, before concrete is poured, the supporting rods are supported on two adjacent sides of the underground continuous wall mechanism, so that the frame of the underground continuous wall mechanism is stably supported, then an operator pours the concrete, the underground continuous wall mechanism is formed after the concrete is solidified, and then the operator removes the supporting rods from the underground continuous wall mechanism. The arrangement of the supporting rods plays a role in stably supporting the underground continuous wall mechanism which is being built and molded, and the stability of the integral structure of the underground continuous wall mechanism is favorably enhanced.
To sum up, the utility model discloses following beneficial effect has:
1. the supporting structure consisting of the first steel bars and the second steel bars is integrated with the underground continuous wall mechanism after being built and molded, so that the additional occupation of the first steel bars and the second steel bars on the plane area of the foundation pit is reduced;
2. the integral stability of the underground continuous wall mechanism is enhanced.
Drawings
Fig. 1 is a schematic structural diagram of a groove section for embodying the mechanism for embodying the underground continuous wall in the foundation pit in the present embodiment.
Fig. 2 is a schematic structural diagram of a planar structure for embodying the foundation pit, the underground diaphragm wall mechanism, and the support rod supported in the foundation pit in the present embodiment.
Fig. 3 is a schematic structural view for embodying the floor panel and underground diaphragm wall mechanism in the present embodiment.
Fig. 4 is a schematic structural diagram of a rectangular mechanism enclosed by the first reinforcing steel bars and the second reinforcing steel bars and a cross-shaped steel plate in the embodiment.
Fig. 5 is an enlarged view of a portion a in fig. 4.
Fig. 6 is an enlarged view of a portion B in fig. 4.
Reference numerals: 1. a foundation pit; 2. an underground diaphragm wall mechanism; 3. a first reinforcing bar; 4. a second reinforcing bar; 5. a cavity; 6. a rectangular mechanism; 7. a base plate; 8. a cross-shaped steel plate; 9. PVC plastic-coated cloth; 10. a first connecting plate; 11. a first screw; 12. a first nut; 13. a second connecting plate; 14. mounting blocks; 15. a second screw; 16. a second nut; 17. a lining sheet mechanism; 18. a third reinforcing bar; 19. a steel bar connector; 20. a foam plastic panel; 21. a water-swelling sealing strip when meeting water; 22. a support bar; 23. a fourth reinforcing bar; 24. a trough section.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Example (b): the utility model provides a double as underground continuous wall structure of pond wallboard, refers to figure 1, includes that the plane is the foundation ditch 1 of rectangle and sets up underground continuous wall mechanism 2 and the inside lining sheet mechanism 17 at 1 internal periphery in foundation ditch, and inside lining sheet mechanism 17 step joint is in rectangle mechanism 6 towards the inside one side of foundation ditch 1 to the roughness of pond inside wall has been guaranteed. The bottom of foundation ditch 1 has bottom plate 7 through concrete placement, and pre-buried along the horizontal direction has third reinforcing bar 18 in the bottom plate 7, and the one end welding of third reinforcing bar 18 along vertical direction has reinforcing bar connector 19. In the construction process, an operator divides the construction of the underground continuous wall mechanism 2 into a plurality of groove sections 24 (shown in figure 3) which are arranged at intervals along the inner periphery of the foundation pit 1 for construction.
Referring to fig. 1 and 2, during construction, an operator firstly adopts professional equipment to form a groove on an underground continuous wall mechanism 2 to be constructed, first reinforcing steel bars 3 and second reinforcing steel bars 4 are placed in the groove of the underground continuous wall mechanism 2, at the moment, reinforcing steel bar meshes are formed in the underground continuous wall mechanism 2 by the first reinforcing steel bars 3 and the second reinforcing steel bars 4, a rectangular mechanism 6 with a cavity 5 inside is formed, then concrete is injected into the rectangular mechanism 6 with the cavity 5 inside, and meanwhile, a support rod 22 is laid and supported on one side of an inner lining thin plate mechanism 17, which deviates from the first reinforcing steel bars 3, so that an outer frame of the underground continuous wall mechanism 2 is stably supported. Subsequently, the interior of the foundation pit 1 is excavated, and the support rods 22 are detached after construction. At the moment, the underground continuous wall mechanism 2 and the lining thin plate mechanism 17 can be directly used as pool wallboards, and the pool wallboards do not need to be constructed again after the underground continuous wall mechanism 2 is built, so that the occupation of the plane area in the foundation pit 1 is reduced, namely the occupation of the plane area of the pool is reduced.
Referring to fig. 1, during construction, an operator connects the L-shaped fourth reinforcing steel bar 23 to one end of the first reinforcing steel bar 3 facing the bottom, and presets a third reinforcing steel bar 18 in the bottom plate 7 of the foundation pit 1 along the horizontal direction, and a reinforcing steel bar connector 19 is welded to one end of the third reinforcing steel bar 18 facing the fourth reinforcing steel bar 23. The operator connects the first reinforcing bar 3 to the third reinforcing bar 18 by inserting the fourth reinforcing bar 23 into the bar connector 19, and then the operator pours the concrete to form the bottom plate 7. Before concrete pouring of the bottom plate 7 is performed, an operator clamps the plastic foam plate 20 and the water-swelling water stop strip 21 in the gap between one side of the bottom plate 7 in the vertical direction and the first reinforcing steel bar 3, so that the gap between the bottom plate 7 and the first reinforcing steel bar 3 is blocked, and the possibility of water seepage between the underground diaphragm wall mechanism 2 and the bottom plate 7 is reduced.
Referring to fig. 4, a cross-shaped steel plate 8 is preset in a rectangular mechanism 6, which is a cavity 5 inside the cabinet body and is enclosed by a plurality of first steel bars 3, one side of the cross-shaped steel plate 8 along the length direction is parallel to the second steel bars 4, and one side of the cross-shaped steel plate 8 along the width direction is perpendicular to the first steel bars 3 and is welded and fixed on the first steel bars 3. The setting of cross shaped steel plate 8 has strengthened the steadiness of the supporting construction that first reinforcing bar 3 and second reinforcing bar 4 are constituteed, and after the construction of underground continuous wall mechanism 2 was accomplished, and underground continuous wall mechanism 2 received the level that comes from pond external load and the water in the pond to moment of flexure, during the shear force, cross shaped steel plate 8 had played the effect of stabilizing the support.
Referring to fig. 4, 5 and 6, rectangular mechanisms 6 are arranged on two sides of a cross-shaped steel plate 8 in the width direction in a penetrating mode, a first connecting plate 10 is welded on the outer side of each rectangular mechanism 6 at a position close to the cross-shaped steel plate 8, a second connecting plate 13 and a v-21274are welded on the outer side of each rectangular mechanism 6 at one side, far away from the cross-shaped steel plate 8, of a PVC plastic coated cloth 9, and a gap is reserved among the mounting blocks 14, the second connecting plates 13 and the v-21274. The operator has set firmly one deck PVC plastic-coated cloth 9 in the outside of rectangle mechanism 6, and during the installation, the operator at first with the edge clamp of PVC plastic-coated cloth 9 between first connecting plate 10 and cross steel sheet 8 to wear to establish first connecting plate 10, PVC plastic-coated cloth 9 and cross steel sheet 8 with first screw 11 simultaneously, then with first nut 12 threaded connection on first screw 11, make PVC plastic-coated cloth 9 and cross steel sheet 8 connect.
Referring to fig. 4 and 6, the operator then clamps the PVC plastic cloth 9 between the second connecting plate 13 and the mounting block 14 at a side away from the cross-shaped steel plate 8, and fixedly connects the PVC plastic cloth 9 between the second connecting plate 13 and the mounting block 14 at a side away from the cross-shaped steel plate 8 by the engagement of the second screw 15 and the second nut 16. The PVC plastic-coated cloth 9 is a vinyl polymer substance, and the material is a non-crystalline material with good waterproof performance and tensile resistance. The PVC plastic-coated cloth 9 reduces the possibility of concrete outward leakage when concrete is injected into the rectangular mechanism 6, and better ensures the construction quality.
The method comprises the following operation steps: during construction, an operator firstly adopts professional equipment to form a groove in the underground continuous wall mechanism 2 to be constructed, places the first reinforcing steel bars 3 and the second reinforcing steel bars 4 in the groove of the underground continuous wall mechanism 2, connects the fourth reinforcing steel bars 23 to the bottom ends of the second reinforcing steel bars 4, supports the supporting rods 22 on the inner walls of the adjacent foundation pits 1, and then excavates the foundation pits 1. Then, an operator pre-embeds third steel bars 18 in the bottom plate 7, inserts the fourth steel bars 23 into the steel bar connectors 19 on the third steel bars 18 one by one, and clamps the foam plastic plate 20 and the water-swelling water stop bar 21 in the gap between the bottom plate 7 and the first steel bars 3.
The operator then pours concrete into the cavity 5 of the rectangular frame 6 and lays the sheet-lined frame 17 on the inner wall of the underground continuous wall frame 2, and then concrete pouring of the bottom plate 7 is performed. After the construction is finished, the operator detaches the support rods 22 from the lining sheet mechanism 17, and the underground diaphragm wall mechanism 2 and the lining sheet mechanism 17 can be directly used as the wall plate of the water tank.
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications to the present embodiment without inventive contribution as required after reading the present specification, but all of them are protected by patent laws within the scope of the claims of the present invention.
Claims (8)
1. The utility model provides a double as underground continuous wall structure of pond wallboard which characterized in that: including foundation ditch (1) and set up underground continuous wall mechanism (2) at foundation ditch (1) internal perisporium, underground continuous wall mechanism (2) include along a plurality of first reinforcing bars (3) that vertical direction set up and second reinforcing bar (4) that set up along the horizontal direction, it is a plurality of first reinforcing bar (3) set up side by side and enclose rectangle mechanism (6) that enclose the inside for cavity (5), second reinforcing bar (4) welding is in one side that first reinforcing bar (3) deviate from cavity (5), bottom plate (7) have been preset to the bottom of foundation ditch (1), first reinforcing bar (3) are towards the one end fixed connection of bottom plate (7) on bottom plate (7), cavity (5) intussuseption that rectangle mechanism (6) formed is filled with the concrete.
2. The underground continuous wall structure doubling as a pool wall plate according to claim 1, wherein: and a cross-shaped steel plate (8) is fixedly arranged between the cavities (5) of the rectangular mechanisms (6), one side of the cross-shaped steel plate (8) along the length direction keeps parallel to the second steel bars (4), and one side of the cross-shaped steel plate (8) along the width direction keeps perpendicular to the first steel bars (3) and is welded and fixed on the first steel bars (3).
3. The underground continuous wall structure doubling as a pool wall plate as claimed in claim 2, wherein: and PVC plastic-coated cloth (9) is fixedly arranged on the outer side of the rectangular mechanism (6).
4. The underground continuous wall structure doubling as a pool wall plate according to claim 3, wherein: rectangular mechanisms (6) are arranged on two sides of the cross-shaped steel plate (8) along the width direction in a penetrating way, a first connecting plate (10) is fixedly connected to the outer side of the rectangular mechanism (6) at a position close to the cross-shaped steel plate (8), the edge of the PVC plastic-coated cloth (9) is clamped between the first connecting plate (10) and the cross-shaped steel plate (8) and fixedly connected with the first connecting plate through the matching of a first screw (11) and a first nut (12), a second connecting plate (13) is fixedly connected to the outer side of the rectangular mechanism (6) at one side of the PVC plastic-coated cloth (9) far away from the cross-shaped steel plate (8), the outer side of the rectangular mechanism (6) is fixedly connected with a mounting block (14) at a position close to the second connecting plate (13), one side of the PVC plastic-coated cloth (9) far away from the cross-shaped steel plate (8) is clamped between the second connecting plate (13) and the mounting block (14) and is fixedly connected with the second connecting plate through the matching of a second screw (15) and a second nut (16).
5. The underground continuous wall structure doubling as a pool wall plate according to claim 1, wherein: and one side of the rectangular mechanism (6) facing the interior of the foundation pit (1) is fixedly connected with a lining thin plate mechanism (17).
6. The underground continuous wall structure doubling as a pool wall plate according to claim 1, wherein: third reinforcing steel bars (18) are preset in the bottom plate (7) along the horizontal direction, a reinforcing steel bar connector (19) is fixedly connected to one end of each third reinforcing steel bar (18) along the vertical direction, an L-shaped fourth reinforcing steel bar (23) is fixedly connected to one end, close to the bottom plate (7), of each first reinforcing steel bar (3), and one end, far away from the first reinforcing steel bars (3), of each fourth reinforcing steel bar (23) is connected with the third reinforcing steel bars (18) through the reinforcing steel bar connector (19).
7. The underground continuous wall structure doubling as a pool wall plate as claimed in claim 6, wherein: the gap between one side of the bottom plate (7) along the vertical direction and the first steel bar (3) is filled with a foam plastic plate (20) and a water-swelling water stop strip (21).
8. The underground continuous wall structure doubling as a pool wall plate according to claim 1, wherein: the plane of foundation ditch (1) is established to the rectangle, bracing piece (22) have set firmly between the adjacent both sides of underground continuous wall mechanism (2) in foundation ditch (1), bracing piece (22) along length direction's both ends rigid coupling respectively on the adjacent both sides of underground continuous wall mechanism (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920746828.XU CN210507416U (en) | 2019-05-22 | 2019-05-22 | Underground continuous wall structure used as pool wall plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920746828.XU CN210507416U (en) | 2019-05-22 | 2019-05-22 | Underground continuous wall structure used as pool wall plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210507416U true CN210507416U (en) | 2020-05-12 |
Family
ID=70576372
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920746828.XU Expired - Fee Related CN210507416U (en) | 2019-05-22 | 2019-05-22 | Underground continuous wall structure used as pool wall plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210507416U (en) |
-
2019
- 2019-05-22 CN CN201920746828.XU patent/CN210507416U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103195087B (en) | Mould support method of foundation pit basement haunch shearing wall | |
| CN110761322B (en) | Cast-in-place pipe gallery side wall horizontal construction joint reinforcing structure and construction method thereof | |
| CN105714849B (en) | The reverse construction method of the adjacent high low layer (across) of basement | |
| CN210507416U (en) | Underground continuous wall structure used as pool wall plate | |
| CN210369043U (en) | Vertical reinforced concrete cast-in-place structure without split bolts | |
| CN103122642A (en) | Construction method of vertical post support change | |
| CN111997096A (en) | Raft plate and construction method of basement outer wall post-cast strip | |
| CN216787229U (en) | Basement outer wall post-cast strip assembled shutoff steel sheet structure | |
| CN213267905U (en) | Box structure for building foundation pit construction support | |
| CN113373977A (en) | Basement exterior wall and construction method thereof | |
| JP2009209577A (en) | Marine structure and construction method for marine structure | |
| CN108412126B (en) | Alternate grouting method for steel structure column base | |
| CN211571621U (en) | Vertical stagnant water and pitch china fir board support frame | |
| CN220828033U (en) | Novel wall post external form board structure | |
| CN216586670U (en) | Cast-in-place template device for pipe gallery | |
| CN220908450U (en) | Prefabricated plate brick fetal membrane | |
| CN214784222U (en) | Precast slab for post-cast strip of shear wall of basement | |
| CN219195924U (en) | Wall-mounted pile-down type deep foundation pit continuous wall | |
| CN220620226U (en) | Waterproof device for basement bottom plate and side wall part | |
| CN218597230U (en) | Vertical prefabricated post-cast strip cover plate structure | |
| CN216042609U (en) | Superimposed sheet post-cast strip structure based on assembly of aluminum mould system | |
| CN220486766U (en) | Prefabricated apron of basement outer wall subsides post-cast strip | |
| CN212027095U (en) | Unilateral formwork structure | |
| CN211873084U (en) | Back-pasting type rubber water stop structure | |
| CN217580420U (en) | Same-floor drainage and water overflow prevention device for lowering toilet plates |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200512 |