CN217557871U - Laminated concrete prefabricated pool wall member - Google Patents
Laminated concrete prefabricated pool wall member Download PDFInfo
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- CN217557871U CN217557871U CN202220578659.5U CN202220578659U CN217557871U CN 217557871 U CN217557871 U CN 217557871U CN 202220578659 U CN202220578659 U CN 202220578659U CN 217557871 U CN217557871 U CN 217557871U
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Abstract
The utility model discloses a superimposed slab type concrete prefabricated pool wall component, which belongs to the technical field of building engineering and comprises wall plates, wherein one side surface of each wall plate is a smooth plane, and the other opposite side surface of each wall plate is a rough surface; wherein, a plurality of ribs are arranged on the rough surface at intervals, and the ribs are arranged horizontally or/and vertically. The utility model provides a prefabricated pool wall component of coincide board-like concrete, this prefabricated pool wall component is the monolithic wallboard of coincide wallboard, it is fixed without the truss angle steel, more do benefit to production, transportation and installation, it is fixed with the monolithic wallboard of pool wall both sides hoist and mount respectively at the scene, the monolithic wallboard reduces half at least than coincide wallboard weight, and the prefabricated component of same weight, the monolithic wallboard can accomplish bigger thicker, reduce seam quantity, and assemble through the monolithic wallboard, the pool wall individual position of being convenient for replaces the monolithic wallboard with cast-in-place template, realize the complex structure molding that processing technology needs, the local shape in pond and form can be adjusted in a flexible way.
Description
Technical Field
The utility model relates to a building engineering technical field especially relates to a coincide board-like precast concrete pool wall component.
Background
Concrete structures are widely used in civil engineering and are divided into cast-in-place, fabricated and fabricated integral types, and concrete prefabricated pool wall components are basic components of fabricated and fabricated integral types.
At present, the prefabricated pool wall component has a certain scheme of selecting a 'two-piece-integrated' form, namely, two side wall plates of the same pool wall are fixed into a whole to form a laminated wall plate through truss steel bars or truss angle steel in a factory, the laminated wall plate is a pouring template during construction, and the laminated wall plate does not participate in stress in the using stage. Because the pool wall of the pool is in a tall thick plate form, the weight is large, the transportation is inconvenient, and the solid assembling component is heavy in weight.
SUMMERY OF THE UTILITY MODEL
The utility model is not enough to prior art, the utility model provides a prefabricated pool wall component of coincide board-like concrete, this prefabricated pool wall component is the monolithic wallboard of coincide wallboard, it is fixed without the truss angle steel, more do benefit to production, transportation and installation, it is fixed with the monolithic wallboard hoist and mount respectively at the scene of pool wall both sides, monolithic wallboard reduces half at least than coincide wallboard weight, and the prefabricated component of same weight, monolithic wallboard can accomplish bigger thicker, reduce seam quantity, and assemble through the monolithic wallboard, be convenient for pool wall individual position is with cast-in-place template replacement monolithic wallboard, realize the complex construction molding that processing technology needs, pool local shape and form can be adjusted in a flexible way.
The utility model adopts the technical proposal that:
a laminated slab concrete precast pool wall member comprising:
one side surface of the wall plate is a smooth plane, and the other opposite side surface of the wall plate is a rough surface;
wherein, a plurality of ribs are arranged on the rough surface at intervals, and the ribs are arranged horizontally or/and vertically.
In the prefabricated pool wall component of coincide board-like concrete that this application disclosed, the vertical both sides edge of mat face is non-rib flat plate part.
In the prefabricated pool wall component of coincide plate-type concrete that this application discloses, the bottom of wallboard to smooth plane one side expansion forms the enlarged end, the enlarged end is flat folded plate shape or slant axillary angle shape.
In the laminated plate type concrete prefabricated pool wall member disclosed by the application, the thickness of the cavity formed by the enlarged end is not less than the thickness of the wall plate.
In the laminated plate type concrete prefabricated pool wall member disclosed by the application, bidirectional stress steel bars are arranged in the wall plate;
wherein, two sides of the stressed steel bar in the horizontal direction are provided with ribs;
and ribs are arranged on the bottom sides of the stressed steel bars in the vertical direction, penetrate through the cavities, extend downwards, and are bent towards one side of the rough surface.
In the laminated plate type concrete prefabricated pool wall member disclosed by the application, the ribs are provided with bidirectional constructional steel bars;
wherein, the structural steel bar in the horizontal direction is exposed at the non-rib part;
and ribs are arranged at the bottom sides of the structural reinforcing steel bars in the vertical direction and extend into the cavity.
In the prefabricated pool wall component of coincide board-like concrete that this application is disclosed, two-way atress reinforcing bar with the reinforcing bar interval of two-way structure reinforcing bar is the same.
In the prefabricated pond wall component of coincide board-like concrete that this application discloses, be provided with the waterproof layer on the smooth plane.
In the prefabricated pool wall component of coincide board-like concrete that this application disclosed, the thickness of wallboard is not less than 100mm, the thickness of rib is not less than 80mm.
In the prefabricated pool wall component of coincide plate-like concrete that this application discloses, two-way atress reinforcing bar is ribbed reinforcing bar or prestressing steel, two-way construction reinforcing bar is the truss reinforcing bar.
The utility model has the advantages that:
(1) This prefabricated pool wall component is the monolithic wallboard of coincide wallboard, it is fixed without the truss angle steel, more do benefit to production, transportation and installation, it is fixed at the scene hoist and mount respectively with the monolithic wallboard of pool wall both sides, the monolithic wallboard reduces half more than coincide wallboard weight at least, and the prefabricated component of same weight, the monolithic wallboard can be possible bigger thicker, reduce seam quantity, and assemble through the monolithic wallboard, be convenient for individual position of pool wall replaces the monolithic wallboard with cast-in-place mould board, realize the complex construction molding that processing technology needs, the local shape of pond and form can be adjusted in a flexible way.
(2) The two prefabricated pool wall components are hoisted and fixed on site to form the superposed wall plate, the rough surface of the superposed wall plate is the joint surface of the two prefabricated pool wall components, and the rough surface can increase the occlusion effect, thereby being beneficial to the joint bearing of the prefabricated part and the cast-in-place part and coordinating the stress.
(3) The rough surface is provided with a plurality of ribs at intervals, the ribs can be horizontally arranged, or vertically arranged, or bidirectionally arranged, and the ribs enhance the meshing effect and the combination effect of the combination surface. The edges of the two vertical sides of the wall plate are the joint positions of the prefabricated pool wall components, the joint positions are flat plate parts, a pouring cavity with a larger plane size can be formed, and the effective section height of the cast-in-place pool wall in the joint area is ensured.
(4) The bottom of wallboard expands to smooth plane one side and forms the enlarged head, has strengthened the pool wall and has resisted the ability of plane external bending moment at the most unfavorable position of atress for the focus of coincide wallboard is partial to inside pool wall center, is favorable to the fixed and installation in the work process, is favorable to keeping stable under unfavorable operating modes such as concreting.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present application, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a first structural view of a stacked slab type concrete prefabricated pool wall member;
FIG. 2 is a second structural schematic diagram of a stacked slab type concrete prefabricated pool wall member;
FIG. 3 is a left side view of FIG. 1;
fig. 4 is a partial schematic view of fig. 3.
Reference numerals:
1. wall plates; 11. smooth surface; 12. rough surface; 13. a rib;
2. an enlarged end; 21. a cavity;
3. bidirectional stressed steel bars; 31. a horizontally stressed reinforcing bar; 32. a vertically oriented stressed reinforcement bar;
4. bidirectional construction of steel bars; 41. a horizontally-oriented construction rebar; 42. a vertically oriented construction rebar.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present application more comprehensible, embodiments accompanying figures are described in detail below. It is to be understood that the specific embodiments described herein are merely illustrative of the application and are not limiting of the application. It should be further noted that, for the convenience of description, only some of the structures related to the present application are shown in the drawings, not all of the structures. 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 application.
The terms "comprising" and "having," as well as any variations thereof, in this application are intended to cover non-exclusive inclusions. For example, a process, method, system, article, or apparatus that comprises a list of steps or elements is not limited to only those steps or elements listed, but may alternatively include other steps or elements not listed, or inherent to such process, method, article, or apparatus.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
Reference in the specification to "an embodiment" means that a particular feature, structure, or characteristic described in connection with the embodiment can be included in at least one embodiment of the specification. The appearances of the phrase in various places in the specification are not necessarily all referring to the same embodiment, nor are separate or alternative embodiments mutually exclusive of other embodiments. It is explicitly and implicitly understood by one skilled in the art that the embodiments described herein can be combined with other embodiments.
Referring to fig. 1 to 4, an embodiment of the present application provides a laminated concrete prefabricated pool wall component, which mainly aims to solve the problem that an existing prefabricated pool wall component is mostly in a form of "two pieces integrated", and a pool wall of a pool is in a form of a large thick plate, which is heavy in weight and inconvenient to transport, so that a solid assembled component is heavy in weight.
The application discloses a prefabricated pool wall component of coincide board-like concrete, includes wallboard 1, please refer to fig. 1, 2 and show, and wallboard 1's one side surface is smooth plane 11, and the opposite other side surface is rough surface 12. The two prefabricated pool wall components are hoisted and fixed on site to form a superposed wall plate, the rough surface 12 is a joint surface of the two prefabricated pool wall components, and the rough surface 12 can increase the occlusion effect. The outer side surface of the wall plate 1 is a smooth plane 11, and the inner side surface is a rough surface 12, so that the prefabricated part and the cast-in-place part can bear load together, and stress coordination is realized.
As shown in fig. 1, a plurality of ribs 13 are arranged on the rough surface 12 at intervals, the ribs 13 may be arranged horizontally, vertically or bidirectionally, and the ribs 13 enhance the engagement effect and the combination effect of the combination surface.
This prefabricated pool wall component is the monolithic wallboard of coincide wallboard, and it is fixed without the truss angle steel, more does benefit to production, transportation and installation, and the monolithic wallboard with the pool wall both sides is hoist and mount respectively fixedly at the scene, and monolithic wallboard reduces half more than coincide wallboard weight at least, and the prefabricated component of same weight, and the monolithic wallboard can accomplish bigger thicker, reduces seam quantity. The thickness dimension and the shape structure of the single-piece wall plate ensure the rigidity of the wall plate, the wall plate is not easy to damage during transportation and installation, and the wall plate can resist the lateral pressure of concrete pouring during construction.
According to the principle of few specifications and multiple combinations, the prefabricated pool wall components are merged into a prefabricated specification and even can be merged into a size, so that the modular production of a factory is facilitated, diversified frequent die changing of the overlapped wall plates is avoided, the production efficiency is reduced, and the production cost is increased. And the single-piece wall plates are assembled, so that the single-piece wall plates can be conveniently replaced by the cast-in-place templates at individual positions of the pool wall of the pool, the complex structure required by the treatment process is realized, and the local shape and form of the pool can be flexibly adjusted.
In one embodiment, as shown in fig. 1, the rough surface 12 is a flat plate part without ribs 13 at two vertical edges, i.e. no ribs 13 are disposed at two vertical edges of the wall plate 1. The edges of the two vertical sides of the wallboard 1 are joint positions of prefabricated pool wall components, the joint positions are flat plate parts, a pouring cavity with a larger plane size can be formed, and the effective section height of the cast-in-place pool wall in the joint area is ensured.
In one embodiment, referring to fig. 3 and 4, the bottom of the wall plate 1 is expanded to the smooth plane 11 side to form an expanded end 2, and the expanded end 2 is in a shape of a flat flap or an oblique axillary angle to form a form with a large bottom and a small top. For the sake of simple production, the enlarged end 2 can be in the form of a flat plate with built-in construction steel bars, i.e. the inner side of the enlarged end 2 is in the form of a plane, only provided with the rough surface 12 and not provided with the ribs 13.
Specifically, the cavity 21 formed by the enlarged end 2 has a thickness not less than the thickness of the wall plate 1. The lower part of wallboard 1 is enlarged end 2, and enlarged end 2's form is big-end-up down, has strengthened the pool wall and has resisted the ability of plane external bending moment at the most unfavorable position of atress for the focus of coincide wallboard is partial to inside pool wall center, is favorable to the fixed and installation in the work progress, is favorable to keeping stable under unfavorable operating modes such as concreting.
In one embodiment, referring to fig. 1, bi-directional load bearing steel bars 3 are provided in the wall plate 1. Wherein, the two sides of the stress steel bar 31 in the horizontal direction are provided with bars. The bottom side of the vertically stressed steel bar 32 is provided with a rib, penetrates through the cavity 21 and partially extends downwards, and is bent towards one side of the rough surface 12.
Specifically, the stress steel bars 31 in the horizontal direction consider the joints of the post-cast strip, so that the two side surfaces of the wall plate 1 are exposed to a reasonable length of the steel bars, and the wall plate 1 can be conveniently connected in a mechanical connection mode and the like. At the position of the enlarged end 2, the stressed steel bars 32 in the vertical direction are used as main stressed steel bars and exposed inside the cavity 21 of the enlarged end 2, and the stressed steel bars and the post-poured concrete in the cavity 21 are combined into a whole in the later period, so that the effect of integrally pouring without leaving construction joints is achieved.
In one embodiment, as shown in fig. 1, the ribs 13 are provided with bidirectional reinforcing bars 4. Wherein, the horizontal direction construction steel bar 41 is partially exposed at the non-rib 13, and the vertical direction construction steel bar 42 is ribbed at the bottom side and extends into the cavity 21.
In one embodiment, as shown in fig. 1, the ribs 13 are vertically disposed on the rough surface 12, the horizontal structural bars 41 are partially exposed at the non-ribs 13, and the vertical structural bars 42 are disposed inside the ribs 13, have ribs on the bottom side thereof, and extend into the cavity 21.
Specifically, the rib 13 is provided with the bidirectional structural steel bar 4, the structural steel bar 42 in the vertical direction is embedded inside the rib 13, the structural steel bar plays a role in reinforcing the rigidity of the component during transportation and installation, and plays a role in shearing resistance of the pin bolt after concrete pouring, so that the integrity of the component is enhanced.
In one embodiment, the distance between the bidirectional stressed steel bars 3 and the bidirectional construction steel bars 4 is the same, and the diameter of the steel bars can be modified according to actual stress. Wherein, unlike the vertical direction stress bar 32 of the conventional sink member disposed on the outside (the side near the smooth plane 11), the horizontal direction stress bar 31 of the single wall plate is disposed on the outside, and the horizontal direction construction bar 41 of the single wall plate is also disposed on the outside.
In one embodiment, the smooth surface 11 is provided with a water-proof layer. The outer side surface of the laminated wall plate is a smooth plane 11, and when the prefabricated pool wall component is produced, the smooth plane 11 is used as a waterproof layer, so that the waterproof quality is improved, and the field construction period is saved.
In one embodiment, the thickness of the wall plate 1 is preferably not less than 100mm and the thickness of the ribs 13 is preferably not less than 80mm. The panels 1 are tall forms which are of great weight and are more favourable against tipping.
In one embodiment, the bidirectional stressed steel bars 3 are ribbed steel bars or prestressed steel bars, and the bidirectional construction steel bars 4 are truss steel bars. If the single-plate wall plate aims at saving the weight and the material, and wants to realize larger bearing capacity with smaller component size, the single-plate wall plate can be considered to be made into a prestressed reinforced concrete prefabricated component.
Based on above-mentioned each embodiment, the utility model discloses superimposed sheet concrete prefabricated pool wall component has following advantage: this prefabricated pool wall component is the monolithic wallboard of coincide wallboard, it is fixed without the truss angle steel, more do benefit to production, transportation and installation, it is fixed to hoist respectively at the scene with the monolithic wallboard of pool wall both sides, monolithic wallboard reduces half more than coincide wallboard weight at least, and the prefabricated component of same weight, the monolithic wallboard can accomplish bigger thicker, reduce seam quantity, and assemble through the monolithic wallboard, the pond wall of being convenient for is individually put with cast-in-place template replacement monolithic wallboard, realize the complex construction molding that processing technology needs, the local shape of pond and form can be adjusted in a flexible way. The two prefabricated pool wall components are hoisted and fixed on site to form a superposed wall plate, the rough surface 12 is a joint surface of the two prefabricated pool wall components, and the rough surface 12 can increase the occlusion effect, thereby being beneficial to jointly bearing the prefabricated part and the cast-in-place part and coordinating the stress. The rough surface 12 is provided with a plurality of ribs 13 at intervals, the ribs 13 can be arranged horizontally, vertically or bidirectionally, and the ribs 13 enhance the meshing effect and the combination effect of the combination surface. The edges of the two vertical sides of the wallboard 1 are joint positions of prefabricated pool wall components, the joint positions are flat plate parts, a pouring cavity with a larger plane size can be formed, and the effective section height of the cast-in-place pool wall in the joint area is ensured. The bottom of wallboard 1 expands to smooth plane 11 one side and forms enlarged end 2, has strengthened the pool wall and has resisted the ability of plane external bending moment at the most unfavorable position of atress for the focus of coincide wallboard is partial to inside pool wall center, is favorable to the fixed and installation in the work process, is favorable to keeping stable under unfavorable operating modes such as concreting.
The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes will occur to those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. A laminated slab concrete precast pool wall member, comprising:
one side surface of the wall plate is a smooth plane, and the other opposite side surface of the wall plate is a rough surface;
wherein, a plurality of ribs are arranged on the rough surface at intervals, and the ribs are arranged horizontally or/and vertically.
2. The laminated slab concrete precast pool wall member according to claim 1, wherein:
the edge of the two vertical sides of the rough surface is a non-rib flat plate part.
3. The laminated slab concrete precast pool wall member according to claim 1, wherein:
the bottom of the wall plate expands towards one side of the smooth plane to form an expanded end, and the expanded end is in a flat folded plate shape or an oblique axillary angle shape.
4. A laminated panel concrete prefabricated pool wall element according to claim 3, wherein said cavity formed by said enlarged end has a thickness not less than the thickness of said wall element.
5. The laminated slab concrete precast pool wall member according to claim 4, wherein:
bidirectional stress steel bars are arranged in the wall plates;
wherein, two sides of the stress steel bar in the horizontal direction are provided with ribs;
and ribs are arranged on the bottom sides of the stressed steel bars in the vertical direction, penetrate through the cavities, extend downwards, and are bent towards one side of the rough surface.
6. The laminated slab concrete precast pool wall member according to claim 5, wherein:
the ribs are provided with bidirectional structural steel bars;
wherein, the structural steel bar in the horizontal direction is exposed at the non-rib part;
and ribs are arranged at the bottom side of the structural reinforcing steel bar in the vertical direction and extend into the cavity.
7. The laminated slab concrete precast pool wall member according to claim 6, wherein:
the steel bar space between the bidirectional stressed steel bar and the bidirectional structural steel bar is the same.
8. The laminated plate type concrete prefabricated pool wall member according to claim 1, wherein a waterproof layer is provided on said smooth flat surface.
9. A laminated panel concrete prefabricated pool wall element according to claim 1, wherein said wall plate has a thickness of not less than 100mm and said ribs have a thickness of not less than 80mm.
10. The prefabricated pool wall member of superimposed plate concrete according to claim 6, wherein said bidirectional stressed steel bars are ribbed steel bars or prestressed steel bars, and said bidirectional construction steel bars are truss steel bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220578659.5U CN217557871U (en) | 2022-03-16 | 2022-03-16 | Laminated concrete prefabricated pool wall member |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220578659.5U CN217557871U (en) | 2022-03-16 | 2022-03-16 | Laminated concrete prefabricated pool wall member |
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| CN217557871U true CN217557871U (en) | 2022-10-11 |
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| CN202220578659.5U Active CN217557871U (en) | 2022-03-16 | 2022-03-16 | Laminated concrete prefabricated pool wall member |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115506580A (en) * | 2022-10-14 | 2022-12-23 | 王隆权 | Construction process of prefabricated outer wall structure |
-
2022
- 2022-03-16 CN CN202220578659.5U patent/CN217557871U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115506580A (en) * | 2022-10-14 | 2022-12-23 | 王隆权 | Construction process of prefabricated outer wall structure |
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Effective date of registration: 20230217 Address after: 101113 No. 304, third floor, building 5, courtyard a, Guanghua Road, Tongzhou District, Beijing Patentee after: Guotou xinkaishui Environmental Investment Co.,Ltd. Address before: 101199 room 707, floor 7, building 2, yard 60, Xinhua West Street, Tongzhou District, Beijing Patentee before: Beijing Zhiyu Tiancheng Design Consulting Co.,Ltd. Patentee before: Guotou xinkaishui Environmental Investment Co.,Ltd. |
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