CN214996493U - Assembled integral concrete pool - Google Patents
Assembled integral concrete pool Download PDFInfo
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- CN214996493U CN214996493U CN202120467862.0U CN202120467862U CN214996493U CN 214996493 U CN214996493 U CN 214996493U CN 202120467862 U CN202120467862 U CN 202120467862U CN 214996493 U CN214996493 U CN 214996493U
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Abstract
The utility model relates to an assembled integral concrete pool, which is formed by splicing prefabricated corner wallboards and prefabricated wallboards, wherein the prefabricated corner wallboards are respectively arranged at the corners, and the prefabricated wallboards are spliced between the adjacent prefabricated corner wallboards; prefabricated wallboard includes vertical side wall board A and horizontal bottom plate A, and horizontal bottom plate A's downside is equipped with the anchoring flange A who corresponds with vertical side wall board A, prefabricated corner wallboard includes vertical side wall board B and the horizontal bottom plate B of L shape, and horizontal bottom plate B's downside is equipped with two anchoring flange B, and anchoring flange B is corresponding with two perpendicular walls of vertical side wall board B respectively. An object of the utility model is to provide an assemble integral concrete pond, applicable in the great overground pond of plane dimension and the construction in underground pond. The utility model has the advantages that: the side of the pool adopts a Z-shaped prefabricated wallboard, has self-stability under the action of side water pressure and soil pressure, and can resist the side pressure to cause overturning and sliding.
Description
Technical Field
The utility model relates to a building structures field, especially an assemble integral concrete pond.
Background
At present, a cast-in-place process is generally adopted in the traditional buried concrete pool construction process. The traditional cast-in-place concrete construction method has the defects of large template consumption, long field operation time, large weather influence, unstable concrete quality and the like.
The standardized precast concrete member with the assembled structure can be produced in batches in a factory, has stable quality, small field wet operation amount, obviously shortened construction period and obviously reduced generated solid wastes. The integral precast concrete pool is limited by transportation conditions and is often smaller in size; meanwhile, the integral precast concrete pool is heavy in weight, high in transportation cost and relatively expensive in rent cost of large construction equipment required by field installation.
Disclosure of Invention
An object of the utility model is to provide an assemble integral concrete pond, applicable in the great overground pond of plane dimension and the construction in underground pond.
The purpose of the utility model is realized through the following technical scheme: an assembled integral concrete pool is formed by splicing prefabricated corner wall plates and prefabricated wall plates, wherein the prefabricated corner wall plates are respectively arranged at corners, and the prefabricated wall plates are spliced between adjacent prefabricated corner wall plates; prefabricated wallboard includes vertical side wall board A and horizontal bottom plate A, and horizontal bottom plate A's downside is equipped with the anchoring flange A who corresponds with vertical side wall board A, prefabricated corner wallboard includes vertical side wall board B and the horizontal bottom plate B of L shape, and horizontal bottom plate B's downside is equipped with two anchoring flange B, and anchoring flange B is corresponding with two perpendicular walls of vertical side wall board B respectively.
Compare prior art, the utility model has the advantages of:
1. the side of the pool adopts a Z-shaped prefabricated wallboard, has self-stability under the action of side water pressure and soil pressure, and can resist the side pressure to cause overturning and sliding.
2. The horizontal force that the anchor flange A of prefabricated wallboard bottom can produce lateral water pressure and soil pressure directly transmits for foundation soil for the pulling force of prefabricated wallboard and prefabricated bottom plate seam crossing is showing and is reducing, can avoid seam crossing fracture.
3. The field installation location of prefabricated wallboard can be more accurate convenient by the cooperation of the anchoring flange A and the foundation trench of prefabricated wallboard bottom.
4. The prefabricated wall board is connected by the cable sleeve, so that the pulling force in the side wall surface can be transferred, the field wet operation amount is small, and the construction is convenient.
5. The bottom of prefabricated corner wallboard is equipped with anchoring flange B, can two-wayly resist horizontal force, improves the wholeness in assembled pond.
6. According to the size of the pool, 2 to 3 standard precast concrete components can be spliced, the component reuse rate is high, and the construction cost is reduced.
Drawings
Figure 1 is a top view of an embodiment of the present invention of an assembled monolithic concrete pool.
Fig. 2 is a sectional view a-a in fig. 1.
Fig. 3 is a schematic view of the installation of the prefabricated roof panel.
Figure 4 is a three-dimensional view of one embodiment of an assembled monolithic concrete pool (single deck).
Figure 5 is a three-dimensional view of an embodiment of an assembled monolithic concrete pool (twin deck).
FIG. 6 is a three-dimensional view of the assembled monolithic concrete pool top.
Figure 7 is a three-dimensional view of a prefabricated corner wall panel.
Fig. 8 is a three-dimensional view of a prefabricated wall panel.
Fig. 9 is a three-dimensional view of a prefabricated top panel.
Fig. 10 is a longitudinal cross-sectional view of prefabricated wall panels, wherein A, B, C are three different embodiments, respectively.
Figure 11 is a side connection schematic of prefabricated wall panels.
Fig. 12 is a schematic view of the connection of the transverse floor panels a of the prefabricated wall panels.
Fig. 13 is a schematic view of the connection of prefabricated base plates.
Fig. 14 is a schematic view of the attachment of the prefabricated top panel.
Description of reference numerals: the prefabricated wall comprises 1 prefabricated corner wall board, 1-1 vertical side wall board B, 1-2 horizontal bottom board B, 1-3 anchoring flange B, 1-4 grouting holes B, 1-5 tongue-and-groove B, 1-6 fixing cable sleeve B, 1-7 horizontal long hole B, 1-8 groove B, 2 prefabricated wall boards, 2-1 vertical side wall board A, 2-2 horizontal bottom board A, 2-3 anchoring flange A, 2-4 grouting holes A, 2-5 tongue-and-groove A, 2-6 fixing cable sleeve A, 2-7 horizontal long hole A, 2-8 groove A, 2-9 embedded steel bars, 3 prefabricated bottom boards, 4 prefabricated top boards, 4-1 cover boards, 4-2 web beams, 5 water stop adhesive tapes, 6-1 split screw rods, 6-2 split bolts and 7 surface layer steel bars.
Detailed Description
The invention is described in detail below with reference to the drawings and examples of the specification:
fig. 1-14 are schematic views illustrating an embodiment of an assembled monolithic concrete water pool according to the present invention.
An assembled integral concrete pool is formed by splicing prefabricated corner wall plates 1 and prefabricated wall plates 2, wherein the prefabricated corner wall plates 1 are respectively arranged at corners, and the prefabricated wall plates 2 are spliced between the adjacent prefabricated corner wall plates 1;
the prefabricated wall panel 2 comprises a vertical side wall panel A2-1 and a transverse bottom plate A2-2, wherein the lower side surface of the transverse bottom plate A2-2 is provided with an anchoring flange A2-3 corresponding to the vertical side wall panel A2-1; the vertical side wall plate A2-1, the transverse bottom plate A2-2 and the anchoring flange A2-3 are integrally prefabricated.
The prefabricated corner wall board 1 comprises an L-shaped vertical side wall board B1-1 and a transverse bottom board B1-2, wherein two anchoring flanges B1-3 are arranged on the lower side surface of the transverse bottom board B1-2, and the anchoring flanges B1-3 correspond to two vertical wall surfaces of the vertical side wall board B1-1 respectively. The vertical side wall plate B1-1, the transverse bottom plate B1-2 and the anchoring flange B1-3 are integrally prefabricated.
The anchoring flange A2-3 is in a strip shape and is parallel to the vertical side wall plate A2-1; the two anchoring flanges B1-3 are L-shaped with the sharp corner facing the inside of the pool.
The upper side surface of the transverse bottom plate A2-2 is provided with a plurality of grouting holes A2-4, and the outlets of the grouting holes A2-4 are positioned on the lower side surface of the transverse bottom plate A2-2 and correspond to the outer side surface of the anchoring flange A2-3;
the upper side surface of the transverse bottom plate B1-2 is provided with a plurality of grouting holes B1-4, and the outlets of the grouting holes B1-4 are positioned on the lower side surface of the transverse bottom plate B1-2 and correspond to the outer side surface of the anchoring flange B1-3.
The anchoring flange A2-3 is arranged at the inner edge, the outer edge or the middle part of the bottom of the transverse bottom plate A2-2; no grout holes a2-4 are provided when the anchor flange a2-3 is disposed on the outer edge of the bottom of the transverse floor a 2-2.
The anchoring flange B1-3 is disposed at the inner edge, the outer edge or the middle of the bottom of the transverse bottom panel B1-2. The grout holes B1-4 are not provided when the anchor flange B1-3 is provided on the outer edge of the bottom of the lateral bottom plate B1-2.
The outer side face of the anchoring flange A2-3 is vertical, and the inner side face is inclined to form an insertion structure with a large top and a small bottom;
the outer side of the anchoring flange B1-3 is vertical, while the inner side is inclined to form an insertion structure with a big top and a small bottom.
The inner sides of the anchoring flange A2-3 and the anchoring flange B1-3 are inclined, so that an insertion structure can be formed, and the insertion structure is convenient to install and position in a base groove of a foundation pit.
The outer vertical faces of the anchoring flange A2-3 and the anchoring flange B1-3 abut against the foundation pit soil to facilitate the transfer of horizontal forces.
The left side and the right side of the vertical side wall plate A2-1 are provided with vertically extending tongues and grooves A2-5; a plurality of fixed cable sleeves A2-6 which are pre-embedded at intervals up and down are arranged in the rabbet A2-5,
the adjacent vertical side wall plates A2-1 are fixed by steel bars inserted in the respective fixing cable sleeves A2-6, and the tongue-and-groove A2-5 on the adjacent vertical side wall plates A2-1 are butted to form a grouting cavity for pouring;
two sides of the vertical side wall plate B1-1 are provided with vertically extending tongue-and-groove B1-5; a plurality of fixed cable sleeves B1-6 which are pre-embedded at intervals up and down are arranged in the rabbet B1-5,
the vertical side wall board B1-1 and the adjacent vertical side wall board A2-1 are fixed through steel bars respectively inserted in the fixed cable sleeves B1-6 and the fixed cable sleeves A2-6, and adjacent grooves A2-5 and grooves B1-5 are butted to form a grouting cavity for pouring.
The two prefabricated wallboards 2 and the prefabricated corner wallboard 1 and the prefabricated wallboard 2 are connected through split bolt pieces;
the left splicing surface and the right splicing surface of the transverse bottom plate A2-2 are respectively provided with a horizontal long hole A2-7 for inserting a split screw, the upper side surface of the transverse bottom plate A2-2 is provided with a groove A2-8 for mounting a split bolt, the grooves A2-8 correspond to the horizontal long holes A2-7 one by one, and the horizontal long holes A2-7 extend to the side wall of the grooves A2-8;
horizontal long holes B1-7 used for inserting split screws are respectively formed in two splicing surfaces of the transverse bottom plate B1-2, grooves B1-8 used for installing split bolts are formed in the upper side surface of the transverse bottom plate B1-2, the grooves B1-8 correspond to the horizontal long holes B1-7 one by one, and the horizontal long holes B1-7 extend to the side walls of the grooves B1-8.
PVC pipes can be arranged in the horizontal long hole A2-7 and the horizontal long hole B1-7.
Groove A2-8 and groove B1-8 are grouted after the pond is installed.
The horizontally extending water-stopping adhesive tape 5 is arranged on the splicing surface between the two transverse bottom plates A2-2 and the splicing surface between the transverse bottom plate A2-2 and the transverse bottom plate B1-2 and is used as a first waterproof measure of the bottom plate of the water pool.
The utility model discloses still include prefabricated bottom plate 3, prefabricated corner wallboard 1 and 2 concatenations backs of prefabricated wallboard, leave the vacancy district in the bottom surface middle part in pond, 3 concatenations of prefabricated bottom plate are at the lower floor in vacancy district, and the upper strata in vacancy district is the concrete placement layer, horizontal bottom plate A2-2's medial extremity is equipped with and extends to the intraformational embedded bar 2-9 of concrete placement.
After the prefabricated bottom plate 3 is installed, surface layer steel bars are placed, embedded steel bars 2-9 extending out of the transverse bottom plate A2-2 are in lap joint with the surface layer steel bars, and finally a concrete pouring layer is formed through pouring.
The prefabricated bottom plate 3 can adopt a prefabricated steel bar truss composite slab, and the prefabricated bottom plate 3 is connected into a whole by adopting a post-cast concrete surface layer.
The plane size module of prefabricated floor 3 is the same as the plane size module of prefabricated wall panel 2.
The length and width of pond can be increased to the quantity that increases prefabricated wallboard 2 and prefabricated bottom plate 3.
According to assembled pond size needs, the utility model discloses also can cancel prefabricated bottom plate 3, only adopt prefabricated corner wallboard 1 and prefabricated wallboard 2 to assemble.
And a horizontally extending water-stopping adhesive tape 5 is arranged on the splicing surface between the prefabricated bottom plates 3, and the splicing surface between the prefabricated bottom plates 3 and the transverse bottom plate A2-2 is also provided with the horizontally extending water-stopping adhesive tape 5.
The utility model discloses still including prefabricated roof 4, prefabricated roof 4 can adopt the prefabricated roof of two T types, adopts the prefabricated roof of two T types of prestressing force when the span is great, and the manhole can be opened and establish to the prefabricated roof of two T types.
The prefabricated top plate 4 comprises a cover plate 4-1 and a web beam 4-2 arranged on the bottom surface of the cover plate 4-1,
flanges at two ends of the cover plate 4-1 are lapped on the top of the prefabricated wall plate 2, and the web beam 4-2 extends into the inner side of the opening of the water pool.
The distance of the web beam 4-2 retreating along the longitudinal direction is as follows: vertical sidewall panel a2-1 thickness + installation tolerance.
The utility model discloses an assembly method as follows:
1. excavating a foundation pit, confirming the elevation and the flatness of the surface of the foundation, and excavating a foundation trench according to the positions of an anchoring flange A2-3 at the bottom of the prefabricated wall panel 2 and an anchoring flange B1-3 at the bottom of the prefabricated corner wall panel 1;
2. the prefabricated wall plate 2 is installed at a designated position, a counter-pull screw 6-1 is inserted into the horizontal long hole A2-7, and a fixed cable sleeve A2-6 is pulled out;
3. installing adjacent prefabricated wall boards 2 or prefabricated corner wall boards 1, and aligning the horizontal long holes A2-7 or the horizontal long holes B1-7 with the counter-pull screws 6-1;
4. sequentially installing other prefabricated wallboards and positioning and adjusting;
5. tightening the split bolts 6-2 at two sides of the split screw 6-1 in the groove A2-8 (or the groove B1-8) of the adjacent prefabricated wall panel, controlling the seam width of the adjacent prefabricated wall panel and ensuring the water-stop adhesive tapes 5 of the adjacent prefabricated wall panel to be closely attached;
6. inserting steel bars into the fixed cable sleeves A2-6 (or the fixed cable sleeves B1-6) of the adjacent prefabricated wall boards, and pouring concrete into the grouting cavities at the joints;
7. grouting is carried out on gaps on the sides of the anchoring flanges A2-3 and B1-3 through grouting holes A2-4 and B1-4 respectively;
8. mounting the prefabricated base plate 3 to a designated position;
9. and placing surface layer reinforcing steel bars, and pouring to form a concrete pouring layer.
Claims (10)
1. The utility model provides an assemble integral concrete pond which characterized in that: the prefabricated corner wall plate is formed by splicing prefabricated corner wall plates (1) and prefabricated wall plates (2), wherein the prefabricated corner wall plates (1) are respectively arranged at corners, and the prefabricated wall plates (2) are spliced between the adjacent prefabricated corner wall plates (1);
the prefabricated wall board (2) comprises a vertical side wall board A (2-1) and a horizontal bottom board A (2-2), the lower side surface of the horizontal bottom board A (2-2) is provided with an anchoring flange A (2-3) corresponding to the vertical side wall board A (2-1),
the prefabricated corner wall board (1) comprises an L-shaped vertical side wall board B (1-1) and a horizontal bottom board B (1-2), two anchoring flanges B (1-3) are arranged on the lower side face of the horizontal bottom board B (1-2), and the anchoring flanges B (1-3) correspond to two vertical wall faces of the vertical side wall board B (1-1) respectively.
2. The assembled monolithic concrete pool of claim 1, wherein: the anchoring flange A (2-3) is strip-shaped and is parallel to the vertical side wall plate A (2-1); the two anchoring flanges B (1-3) are L-shaped, and the sharp angle of the two anchoring flanges is towards the inner side of the pool.
3. The assembled monolithic concrete pool of claim 2, wherein: the upper side surface of the transverse bottom plate A (2-2) is provided with a plurality of grouting holes A (2-4), and the outlets of the grouting holes A (2-4) are positioned on the lower side surface of the transverse bottom plate A (2-2) and correspond to the outer side surface of the anchoring flange A (2-3);
the upper side surface of the transverse bottom plate B (1-2) is provided with a plurality of grouting holes B (1-4), and the outlets of the grouting holes B (1-4) are positioned on the lower side surface of the transverse bottom plate B (1-2) and correspond to the outer side surface of the anchoring flange B (1-3).
4. The assembled monolithic concrete pool of claim 1, wherein: the anchoring flange A (2-3) is arranged at the inner edge, the outer edge or the middle part of the bottom of the transverse bottom plate A (2-2);
the anchoring flanges B (1-3) are arranged on the inner edges, the outer edges or the middle parts of the bottoms of the transverse bottom plates B (1-2).
5. The assembled monolithic concrete pool of claim 1, wherein: the outer side surface of the anchoring flange A (2-3) is vertical, and the inner side surface is inclined to form an insertion structure with a large top and a small bottom;
the outer side faces of the anchoring flanges B (1-3) are vertical, and the inner side faces are inclined to form an insertion structure with a large top and a small bottom.
6. The assembled monolithic concrete pool of claim 1, wherein: the left side and the right side of the vertical side wall plate A (2-1) are provided with vertically extending tongues and grooves A (2-5); a plurality of fixed cable sleeves A (2-6) which are pre-embedded at intervals up and down are arranged in the rabbet A (2-5),
the adjacent vertical side wall boards A (2-1) are fixed through reinforcing steel bars inserted into the respective fixing cable sleeves A (2-6), and the tongue-and-groove A (2-5) on the adjacent vertical side wall boards A (2-1) are butted to form a grouting cavity for pouring;
two sides of the vertical side wall plate B (1-1) are provided with vertically extending tongue-and-groove joints B (1-5); a plurality of fixed cable sleeves B (1-6) which are pre-embedded at intervals up and down are arranged in the rabbet B (1-5),
the vertical side wall board B (1-1) and the adjacent vertical side wall board A (2-1) are fixed through steel bars respectively inserted into the fixed cable bush B (1-6) and the fixed cable bush A (2-6), and the adjacent rabbet A (2-5) and the rabbet B (1-5) are butted to form a grouting cavity for pouring.
7. The assembled monolithic concrete pool of claim 1, wherein: the two prefabricated wallboards (2) and the prefabricated corner wallboard (1) and the prefabricated wallboard (2) are connected through split bolts (6-2);
horizontal long holes A (2-7) used for inserting split screws (6-1) are respectively formed in the left splicing surface and the right splicing surface of the transverse bottom plate A (2-2), grooves A (2-8) used for installing split bolts (6-2) are formed in the upper side surface of the transverse bottom plate A (2-2), the grooves A (2-8) correspond to the horizontal long holes A (2-7) one by one, and the horizontal long holes A (2-7) extend to the side walls of the grooves A (2-8);
horizontal long holes B (1-7) used for inserting split screws (6-1) are respectively formed in the two splicing surfaces of the transverse bottom plate B (1-2), grooves B (1-8) used for installing the split bolts (6-2) are formed in the upper side surface of the transverse bottom plate B (1-2), the grooves B (1-8) correspond to the horizontal long holes B (1-7) one to one, and the horizontal long holes B (1-7) extend to the side walls of the grooves B (1-8).
8. The assembled monolithic concrete pool of claim 7, wherein: and a horizontally extending water stopping adhesive tape (5) is arranged on the splicing surface between the two transverse bottom plates A (2-2) and the splicing surface between the transverse bottom plate A (2-2) and the transverse bottom plate B (1-2).
9. The assembled monolithic concrete pool of any one of claims 1-8, wherein: the prefabricated corner wallboard is characterized by further comprising a prefabricated bottom plate (3), a vacant area is reserved in the middle of the bottom surface of the pool after the prefabricated corner wallboard (1) and the prefabricated wallboard (2) are spliced, the prefabricated bottom plate (3) is spliced on the lower layer of the vacant area, the upper layer of the vacant area is a concrete pouring layer, and embedded steel bars (2-9) extending into the concrete pouring layer are arranged at the inner side end of the transverse bottom plate A (2-2).
10. The assembled monolithic concrete pool of any one of claims 1-8, wherein: the prefabricated roof plate (4) comprises a cover plate (4-1) and a web beam (4-2) arranged on the bottom surface of the cover plate (4-1),
flanges at two ends of the cover plate (4-1) are lapped at the top of the prefabricated wall plate (2), and the web beam (4-2) extends into the inner side of the opening of the water pool.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120467862.0U CN214996493U (en) | 2021-03-04 | 2021-03-04 | Assembled integral concrete pool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120467862.0U CN214996493U (en) | 2021-03-04 | 2021-03-04 | Assembled integral concrete pool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214996493U true CN214996493U (en) | 2021-12-03 |
Family
ID=79159251
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120467862.0U Active CN214996493U (en) | 2021-03-04 | 2021-03-04 | Assembled integral concrete pool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214996493U (en) |
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2021
- 2021-03-04 CN CN202120467862.0U patent/CN214996493U/en active Active
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