CN215926400U - Reinforced concrete wall and reinforced concrete building - Google Patents
Reinforced concrete wall and reinforced concrete building Download PDFInfo
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- CN215926400U CN215926400U CN202121602837.5U CN202121602837U CN215926400U CN 215926400 U CN215926400 U CN 215926400U CN 202121602837 U CN202121602837 U CN 202121602837U CN 215926400 U CN215926400 U CN 215926400U
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Abstract
The utility model relates to a reinforced concrete building, which comprises a reinforced concrete wall, at least one floor slab prefabricated component, a plurality of beam prefabricated components and a plurality of column prefabricated components, wherein the beam prefabricated components are arranged on the reinforced concrete wall; the reinforced concrete wall comprises a first wall prefabricated component and a second wall prefabricated component; the first wall prefabricated component and the second wall prefabricated component are arranged correspondingly, one end of the first wall prefabricated component and one end of the second wall prefabricated component are arranged in an overlapping mode, and the first wall prefabricated component is connected with the second wall prefabricated component; the reinforced concrete wall is enclosed into an accommodating cavity, the floor slab prefabricated component is covered at the top end of the accommodating cavity, the plurality of beam prefabricated components are all connected with the floor slab prefabricated component, and two ends of each beam prefabricated component are respectively connected with the inner wall of the accommodating channel; the outer walls of the column prefabricated components are connected with the inner wall of the accommodating cavity, and the top ends of the column prefabricated components are connected with the floor slab prefabricated component; by the arrangement, the construction efficiency is improved, and the construction period is shortened; meanwhile, the construction safety is improved.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a reinforced concrete wall and a reinforced concrete building.
Background
Currently, reinforced concrete structures are used in construction engineering. The reinforced concrete structure is a structure for producing steel bars and concrete. The reinforcing steel bar bears the tensile force in the steel bar, the concrete bears the pressure in the steel bar, the reinforcing steel bar and the concrete are matched together, and the concrete has the advantages of being hard, durable, strong in fireproof capacity and the like.
The traditional construction method of the reinforced concrete structure adopts the field cast-in-place concrete operation, and the templates of the wall, the column and the floor slab are erected on the field, and then the concrete is poured.
However, when the traditional construction method is adopted to construct the reinforced concrete structure building, the construction efficiency is low, and the construction period is prolonged; meanwhile, the safety is reduced due to the fact that high-altitude operation is performed more.
SUMMERY OF THE UTILITY MODEL
Aiming at the defects in the prior art, the utility model aims to provide a reinforced concrete wall and a reinforced concrete building, which have the advantages of improving the construction efficiency and shortening the construction period; meanwhile, the construction safety is improved.
The above object of the present invention is achieved by the following technical solutions: in one aspect, the utility model provides a reinforced concrete wall, comprising a first wall prefabricated component and a second wall prefabricated component; the first wall prefabricated component and the second wall prefabricated component are arranged correspondingly, one end of the first wall prefabricated component and one end of the second wall prefabricated component are arranged in an overlapping mode, and the first wall prefabricated component is connected with the second wall prefabricated component; the first wall prefabricated component comprises a first connecting component and a first wall prefabricated component, one end of the first connecting component is inserted into the first wall prefabricated component, the second wall prefabricated component comprises a second connecting component and a second wall prefabricated component, one end of the second connecting component is inserted into the second wall prefabricated component, and the first connecting component and the second connecting component are arranged correspondingly; first wall body prefab with the second wall body prefab corresponds the setting, first wall body prefab with the second wall body prefab along the first direction interval of first wall body prefab predetermines the distance, first connecting elements deviates from the one end of first wall body prefab with second coupling assembling deviates from the one end of second wall body prefab all is located first wall body prefab with between the second wall body prefab, first connecting elements deviates from the one end of first wall body prefab with second coupling assembling deviates from the one end of second wall body prefab overlaps the setting, just first connecting elements with second coupling assembling connects.
Preferably, in the reinforced concrete wall provided by the utility model, the first connecting assembly comprises a plurality of first connecting pieces, the plurality of first connecting pieces are arranged at intervals along the second direction of the first wall prefabricated member, and one ends of the plurality of first connecting pieces are inserted into the first wall prefabricated member.
Preferably, in the reinforced concrete wall provided by the utility model, the second connecting assembly comprises a plurality of second connecting pieces, the plurality of second connecting pieces are arranged at intervals along the second direction of the first wall prefabricated member, the second connecting pieces are arranged in one-to-one correspondence with the first connecting pieces, and one ends of the plurality of second connecting pieces are inserted into the second wall prefabricated member.
Preferably, in the reinforced concrete wall provided by the utility model, the first connecting piece is U-shaped, and the open end of the first connecting piece is inserted into the first wall prefabricated member.
Preferably, in the reinforced concrete wall provided by the utility model, the second connecting piece is U-shaped, and the open end of the second connecting piece is inserted into the second wall prefabricated member; the end, deviating from the first wall prefabricated part, of the first connecting piece and the end, deviating from the second wall prefabricated part, of the second connecting piece are overlapped to form a rectangular frame, and the first connecting piece is connected with the second connecting piece.
Preferably, the reinforced concrete wall provided by the utility model further comprises at least one reinforcing rod, the reinforcing rod extends along the second direction of the first wall prefabricated member, one end of the reinforcing rod is sequentially inserted into the rectangular frames, and the peripheral wall of the reinforcing rod is connected with the inner wall of the rectangular frame.
Preferably, the reinforced concrete wall provided by the utility model comprises a plurality of reinforcing rods, one ends of the reinforcing rods are inserted into the rectangular frames at the same time, the reinforcing rods are arranged around the periphery of the rectangular frames at intervals, and the peripheral walls of the reinforcing rods are connected with the inner walls of the rectangular frames.
Preferably, the height of the first connecting member of the reinforced concrete wall provided by the utility model is 200mm-300 mm.
Preferably, the height of the second connecting member of the reinforced concrete wall provided by the utility model is in the range of 200mm-300 mm.
In another aspect, the present invention provides a reinforced concrete building comprising a reinforced concrete wall, at least one floor slab precast assembly, a plurality of beam precast assemblies and a plurality of column precast assemblies as recited in any one of claims 1 to 9; the reinforced concrete wall is enclosed into an accommodating cavity, an inlet is formed in the reinforced concrete wall and is communicated with the accommodating cavity, the floor slab prefabricated component covers the top end of the accommodating cavity, a plurality of beam prefabricated components are arranged at the bottom end of the floor slab prefabricated component at intervals along the extending direction of the floor slab prefabricated component, the beam prefabricated components are all connected with the floor slab prefabricated component, and two ends of each beam prefabricated component are respectively connected with the inner wall of the accommodating channel; a plurality of the prefabricated subassembly interval of post sets up on the inner wall of holding cavity, it is a plurality of the outer wall of the prefabricated subassembly of post all with the interior wall connection of holding cavity, it is a plurality of the top of the prefabricated subassembly of post all with the prefabricated subassembly of floor is connected.
In conclusion, the beneficial technical effects of the utility model are as follows: the reinforced concrete building comprises a reinforced concrete wall, at least one floor slab prefabricated component, a plurality of beam prefabricated components and a plurality of column prefabricated components; the reinforced concrete wall comprises a first wall prefabricated component and a second wall prefabricated component; the first wall prefabricated component and the second wall prefabricated component are arranged correspondingly, one end of the first wall prefabricated component and one end of the second wall prefabricated component are arranged in an overlapping mode, and the first wall prefabricated component is connected with the second wall prefabricated component; the reinforced concrete wall is enclosed into an accommodating cavity, the floor slab prefabricated component is covered at the top end of the accommodating cavity, the plurality of beam prefabricated components are all connected with the floor slab prefabricated component, and two ends of each beam prefabricated component are respectively connected with the inner wall of the accommodating channel; the outer walls of the column prefabricated components are connected with the inner wall of the accommodating cavity, and the top ends of the column prefabricated components are connected with the floor slab prefabricated component; by the arrangement, the construction efficiency is improved, and the construction period is shortened; meanwhile, the construction safety is improved.
Drawings
Fig. 1 is a schematic view of the overall structure of a reinforced concrete wall according to an embodiment of the present invention.
Fig. 2 is a schematic structural view of a second prefabricated wall assembly in a reinforced concrete wall according to an embodiment of the present invention.
Fig. 3 is a schematic structural view of a first wall prefabricated unit in a reinforced concrete wall according to an embodiment of the present invention.
Fig. 4 is a cross-sectional view of a reinforced concrete wall provided by an embodiment of the present invention.
In the figure, 1, a reinforced concrete wall; 10. a first wall prefabricating assembly; 101. a first connecting member; 1011. a rectangular frame; 102. a first wall preform; 20. a second wall prefabricating assembly; 201. a second connecting member; 202. a second wall preform; 30. a reinforcing bar; 40. a first direction; 50. a second direction; 60. and (4) casting the belt in situ.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, a reinforced concrete wall 1 disclosed by the present invention includes a first wall prefabricated component 10 and a second wall prefabricated component 20; the first wall prefabricated component 10 and the second wall prefabricated component 20 are arranged correspondingly, one end of the first wall prefabricated component 10 and one end of the second wall prefabricated component 20 are arranged in an overlapping mode, and the first wall prefabricated component 10 is connected with the second wall prefabricated component 20; by arranging one end of the first wall prefabricated component 10 to be connected with one end of the second wall prefabricated component 20, compared with the traditional field cast-in-place concrete operation, the safety is improved; meanwhile, the construction efficiency is improved, and the construction period is shortened.
The first wall prefabricated component 10 comprises a first connecting component and a first wall prefabricated component 102, one end of the first connecting component is inserted into the first wall prefabricated component 102, the second wall prefabricated component 20 comprises a second connecting component and a second wall prefabricated component 202, one end of the second connecting component is inserted into the second wall prefabricated component 202, and the first connecting component and the second connecting component are arranged correspondingly; the first wall prefabricated part 102 and the second wall prefabricated part 202 are arranged correspondingly, the first wall prefabricated part 102 and the second wall prefabricated part 202 are spaced at a preset distance along the first direction 40 of the first wall prefabricated part 102, one end of the first connecting component, which is far away from the first wall prefabricated part 102, and one end of the second connecting component, which is far away from the second wall prefabricated part 202, are both positioned between the first wall prefabricated part 102 and the second wall prefabricated part 202, one end of the first connecting component, which is far away from the first wall prefabricated part 102, and one end of the second connecting component, which is far away from the second wall prefabricated part 202, are arranged in an overlapping manner, and the first connecting component is connected with the second connecting component; the first wall prefabricated member 102 and the second wall prefabricated member 202 are connected through the first connecting assembly and the second connecting assembly, so that the construction efficiency is improved, and the construction time is shortened.
It should be noted that the first direction 40 of the first wall prefabricated member 102 is a height direction of the first wall prefabricated member 102, the second direction 50 of the first wall prefabricated member 102 is a length direction of the first wall prefabricated member 102, and the first direction 40 of the first wall prefabricated member 102 is perpendicular to the second direction 50 of the first wall prefabricated member 102.
Specifically, taking the orientation shown in fig. 1 as an example, the first wall preform 102 is located at an upper portion, and the second wall preform 202 is located at a lower portion of the first wall preform 102. In order to facilitate the connection between the first wall prefabricated component 10 and the second wall prefabricated component 20, a preset distance is arranged between the first wall prefabricated component 102 and the second wall prefabricated component 202; during construction, after the first wall prefabricated component 10 is connected with the second wall prefabricated component 20, a gap area between the first wall prefabricated component 102 and the second wall prefabricated component 202 is cast in place, and the gap area is also called as a cast-in-place strip 60. It should be noted that the height of the cast-in-place strip 60 is a preset distance.
With continued reference to fig. 1, during the construction process, a certain distance is provided between one end of the first connecting assembly facing away from the first wall prefabricated member 102 and the second wall prefabricated member 202, and a certain distance is provided between one end of the second connecting assembly facing away from the second wall prefabricated member 202 and the first wall prefabricated member 102, thereby preventing the first connecting assembly from abutting against the second wall prefabricated member 202 and causing damage to the second wall prefabricated member 202.
Wherein, the heights of the first connecting component and the second connecting component are determined by subtracting 25 mm-30 mm from the height of the cast-in-place strip 60; i.e. determined by subtracting 25mm to 30mm from the preset distance.
The height of the first connecting assembly and the height of the second connecting assembly are smaller than the preset distance, so that the first connecting assembly is prevented from being abutted against the second wall prefabricated member 202, and the second connecting assembly is prevented from being abutted against the first wall prefabricated member 102.
The structure of the first connecting component and the structure of the second connecting component may be the same or different, and in this embodiment, the structure of the first connecting component and the structure of the second connecting component are substantially the same.
The first connecting assembly and the second connecting assembly may be connected by welding, and the first connecting assembly and the second connecting assembly may also be connected by bolts, which is not limited in this embodiment.
With continued reference to fig. 1 and 3, in the present embodiment, the first connection assembly includes a plurality of first connection members 101 and first connection members 101, the plurality of first connection members 101 and first connection members 101 are disposed at intervals along the second direction 50 of the first wall prefabricated member 102, and one end of each of the plurality of first connection members 101 and first connection members 101 is inserted into the first wall prefabricated member 102.
Specifically, one end of each of the first connecting members 101 is inserted into the first wall prefabricated member 102, and the other end of each of the first connecting members 101 is connected with the second connecting member.
With continued reference to fig. 1 and fig. 2, in this embodiment, the second connection assembly includes a plurality of second connection members 201, the plurality of second connection members 201 are arranged at intervals along the second direction 50 of the first wall prefabricated member 102, the second connection members 201 are arranged in one-to-one correspondence with the first connection members 101 of the first connection members 101, and one ends of the plurality of second connection members 201 are inserted into the second wall prefabricated member 202; by arranging the first connecting pieces 101 and the second connecting pieces 201 of the first connecting pieces 101, the first connecting pieces 101 and the second connecting pieces 201 of the first connecting pieces 101 are connected in a one-to-one correspondence manner, so that the connecting strength between the first wall prefabricated member 102 and the second wall prefabricated member 202 is improved.
Specifically, one end of the first connecting piece 101, which is away from the first wall prefabricated member 102, of the first connecting piece 101 and one end of the second connecting piece 201, which is away from the second wall prefabricated member 202, are overlapped, and the first connecting piece 101 of the first connecting piece 101 is connected with the second connecting piece 201.
With continued reference to fig. 1 to 3, in the present embodiment, the first connecting member 101 is U-shaped, and the open end of the first connecting member 101 is inserted into the first wall prefabricated member 102.
In other embodiments, the first connector 101 may have a rectangular shape, a diamond shape, or other polygonal shapes.
Further, in this embodiment, the second connecting member 201 is U-shaped, and an open end of the second connecting member 201 is inserted into the second wall prefabricated member 202; the end of the first connecting piece 101, deviating from the first wall prefabricated part 102, of the first connecting piece 101 is overlapped with the end of the second connecting piece 201, deviating from the second wall prefabricated part 202, to form a rectangular frame 1011, and the first connecting piece 101 of the first connecting piece 101 is connected with the second connecting piece 201; through setting up first connecting piece 101 and second connecting piece 201 of first connecting piece 101 and all being the U type, first connecting piece 101 of first connecting piece 101 is connected with second connecting piece 201, from this, has further improved the joint strength of first wall body prefab 102 and second wall body prefab 202.
Specifically, referring to fig. 4, during the construction process, the closed end of the first connecting member 101 is spaced from the second wall at a certain distance, and the closed end of the second connecting member 201 is spaced from the first wall prefabricated member 102 at a certain distance, thereby preventing the first wall prefabricated member 102 and the second wall prefabricated member 202 from being damaged during the construction process.
The heights of the first connecting piece 101 and the second connecting piece 201 of the first connecting piece 101 are determined by subtracting 25 mm-30 mm from the preset distance.
Further, in this embodiment, the height of the first connector 101 ranges from 200mm to 300 mm. The height of the second connector 201 ranges from 200mm to 300 mm.
Further, the reinforced concrete wall 1 provided by the embodiment further includes at least one reinforcing rod 30, the reinforcing rod 30 extends along the second direction 50 of the first wall prefabricated member 102, one end of the reinforcing rod 30 is sequentially inserted into the plurality of rectangular frames 1011, and the outer peripheral wall of the reinforcing rod 30 is connected with the inner wall of the rectangular frames 1011; by providing the reinforcement bar 30, the strength of the connection of the first wall preform 102 to the second wall preform 202 is further increased.
Illustratively, the reinforcing rod 30, the first connecting member 101 of the first connecting member 101, and the second connecting member 201 are made of steel bars, and of course, other materials may be used for the reinforcing rod 30, the first connecting member 101 of the first connecting member 101, and the second connecting member 201. In the realizable manner that the reinforcing rod 30, the first connecting piece 101 of the first connecting piece 101 and the second connecting piece 201 are made of steel bars, the strength of the reinforcing rod 30 and the strength of the first connecting piece 101 and the strength of the second connecting piece 201 of the first connecting piece 101 are in the same grade; the diameter of the reinforcing rod 30 is 2-3 times of the diameter of the first connecting piece 101 and/or the second connecting piece 201 of the first connecting piece 101. The reinforcing bar 30 is mainly subjected to shear force, and the shear strength of the reinforcing steel bar is about 0.6 times of the tensile strength of the reinforcing steel bar.
With continued reference to fig. 3, the reinforced concrete wall 1 provided in this embodiment includes a plurality of reinforcing rods 30, one end of each of the plurality of reinforcing rods 30 is simultaneously inserted into the plurality of rectangular frames 1011, the plurality of reinforcing rods 30 are arranged around the rectangular frames 1011 at intervals in the circumferential direction, and the outer circumferential walls of the plurality of reinforcing rods 30 are connected to the inner walls of the rectangular frames 1011; by providing a plurality of reinforcement rods 30, the strength of the connection of the first wall preform 102 to the second wall preform 202 is further increased.
Specifically, the axis parallel arrangement of a plurality of stiffeners 30, in the work progress, first connecting piece 101 and second connecting piece 201 of first connecting piece 101 all are connected with the periphery wall of stiffener 30.
Illustratively, the reinforced concrete wall 1 may include four reinforcing rods 30, although the reinforced concrete wall 1 may also include six reinforcing rods 30, seven reinforcing rods 30, eight reinforcing rods 30, and so on. In the implementation mode that the reinforced concrete wall 1 can include four reinforcing rods 30, the four reinforcing rods 30 are all inserted into the plurality of rectangular frames 1011 at the same time, the four reinforcing rods 30 are respectively located at four corners of the rectangular frames 1011, and the peripheral walls of the reinforcing rods 30 are connected with the inner walls of the rectangular frames 1011.
When the length of the rectangular frame 1011 is greater than the width of the first wall prefabricated member 102, the reinforced concrete wall 1 may include eight reinforcing rods 30, the eight reinforcing rods 30 are all inserted into the plurality of rectangular frames 1011 simultaneously, the eight reinforcing rods 30 are arranged along the circumference of the rectangular frame 1011 at intervals, and the outer circumferential wall of the reinforcing rods 30 is connected with the inner wall of the rectangular frame 1011.
The reinforced concrete wall 1 provided by the embodiment is constructed by the following steps: determining the height of the cast-in-place strip 60 at the joint of the first wall prefabricated member 102 and the second wall prefabricated member 202, namely determining a preset distance; then, the height of the first connecting assembly and the height of the second connecting assembly are determined by subtracting 25 mm-30 mm from the preset distance, one end of the first connecting assembly is inserted into the first wall prefabricated member 102, and the second connecting assembly is inserted into the second wall prefabricated member 202; the first wall prefabricated component 10 is connected with the second wall prefabricated component 20 on the construction site, the first connecting pieces 101 of the first connecting pieces 101 are respectively overlapped with the corresponding second connecting pieces 201 to form a plurality of rectangular frames 1011, one ends of the reinforcing rods 30 are simultaneously inserted into the rectangular frames 1011, the outer peripheral walls of the reinforcing rods 30 are connected with the inner walls of the rectangular frames 1011, the first wall prefabricated component 10 is connected with the second wall prefabricated component 20, and then concrete is poured at the position of the cast-in-place strip 60.
In other embodiments, there is also provided a reinforced concrete building comprising a reinforced concrete wall 1 as described above, at least one floor slab precast assembly, a plurality of beam precast assemblies and a plurality of column precast assemblies; the reinforced concrete wall 1 is enclosed into an accommodating cavity, an inlet is formed in the reinforced concrete wall 1 and is communicated with the accommodating cavity, a floor slab prefabricated component is covered at the top end of the accommodating cavity, a plurality of beam prefabricated components are arranged at the bottom end of the floor slab prefabricated component at intervals along the extending direction of the floor slab prefabricated component, the plurality of beam prefabricated components are all connected with the floor slab prefabricated component, and two ends of each beam prefabricated component are respectively connected with the inner wall of the accommodating channel; the column prefabricated components are arranged on the inner wall of the accommodating cavity at intervals, the outer walls of the column prefabricated components are connected with the inner wall of the accommodating cavity, and the top ends of the column prefabricated components are connected with the floor slab prefabricated components; the construction is carried out by arranging the reinforced concrete wall 1, the floor slab prefabricated component, the beam prefabricated component and the column prefabricated component, and compared with the traditional construction technology of erecting the templates of the wall, the column and the floor slab on site and then pouring concrete, the construction safety is improved; meanwhile, the construction efficiency is improved, and the construction period is shortened.
Specifically, the reinforced concrete wall 1, the floor slab prefabricated component, the beam prefabricated component and the column prefabricated component are all made of reinforced concrete.
The number of the first wall prefabricated components 10 and the second wall prefabricated components 20 is determined according to the cross-sectional area of the wall in the house to be constructed. And determining the number of the required floor slab prefabricated components according to the cross-sectional area of the roof in the house to be constructed.
The column prefabricated component comprises a plurality of U-shaped fixing pieces and column prefabricated pieces, the U-shaped fixing pieces are arranged at intervals along the first direction 40 of the first wall prefabricated piece 102, and the open ends of the U-shaped fixing pieces are inserted into the column prefabricated pieces.
The distance between the column prefabricated member and the first wall prefabricated member 102 along the second direction 50, that is, the width to be cast in place, is determined in the construction of connecting the first wall prefabricated member 10 and the column prefabricated member, and the rest of the process is substantially the same as the construction process of connecting the first wall prefabricated member 10 and the second wall prefabricated member 20, which is not described in detail in this embodiment.
The construction process of connecting the first wall prefabricated component 10/the second wall prefabricated component 20 with the beam prefabricated component is basically the same as the construction process of connecting the first wall prefabricated component 10 with the column prefabricated component, which is not described in detail in this embodiment. The construction process of connecting the two floor slab prefabricated components is substantially the same as the construction process of connecting the first wall prefabricated component 10 and the second wall prefabricated component 20, and details of this embodiment are omitted. The construction process of connecting the floor slab prefabricated component and the beam prefabricated component is basically the same as the construction process of connecting the first wall prefabricated component 10 and the beam prefabricated component, which is not described in detail in this embodiment.
The floor slab prefabricated component and the column prefabricated component are connected in a welded connection mode due to the fact that the spacing distance is small, and then concrete is poured in situ.
The reinforced concrete building provided by the embodiment comprises a reinforced concrete wall 1, at least one floor slab prefabricated component, a plurality of beam prefabricated components and a plurality of column prefabricated components; the reinforced concrete wall 1 comprises a first wall prefabricated component 10 and a second wall prefabricated component 20; the first wall prefabricated component 10 and the second wall prefabricated component 20 are arranged correspondingly, one end of the first wall prefabricated component 10 and one end of the second wall prefabricated component 20 are arranged in an overlapping mode, and the first wall prefabricated component 10 is connected with the second wall prefabricated component 20; the reinforced concrete wall 1 is enclosed into an accommodating cavity, the floor slab prefabricated component is covered at the top end of the accommodating cavity, the plurality of beam prefabricated components are all connected with the floor slab prefabricated component, and two ends of each beam prefabricated component are respectively connected with the inner wall of the accommodating channel; the outer walls of the column prefabricated components are connected with the inner wall of the accommodating cavity, and the top ends of the column prefabricated components are connected with the floor slab prefabricated component; by the arrangement, the construction efficiency is improved, and the construction period is shortened; meanwhile, the construction safety is improved.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
Finally, it should be noted that: it should be understood that the above examples are only for clearly illustrating the present invention and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications of the utility model may be made without departing from the scope of the utility model.
Claims (10)
1. A reinforced concrete wall, its characterized in that: the prefabricated wall comprises a first prefabricated wall component and a second prefabricated wall component;
the first wall prefabricated component and the second wall prefabricated component are arranged correspondingly, one end of the first wall prefabricated component and one end of the second wall prefabricated component are arranged in an overlapping mode, and the first wall prefabricated component is connected with the second wall prefabricated component;
the first wall prefabricated component comprises a first connecting component and a first wall prefabricated component, one end of the first connecting component is inserted into the first wall prefabricated component, the second wall prefabricated component comprises a second connecting component and a second wall prefabricated component, one end of the second connecting component is inserted into the second wall prefabricated component, and the first connecting component and the second connecting component are arranged correspondingly;
first wall body prefab with the second wall body prefab corresponds the setting, first wall body prefab with the second wall body prefab along the first direction interval of first wall body prefab predetermines the distance, first connecting elements deviates from the one end of first wall body prefab with second coupling assembling deviates from the one end of second wall body prefab all is located first wall body prefab with between the second wall body prefab, first connecting elements deviates from the one end of first wall body prefab with second coupling assembling deviates from the one end of second wall body prefab overlaps the setting, just first connecting elements with second coupling assembling connects.
2. A reinforced concrete wall according to claim 1, wherein: the first connecting assembly comprises a plurality of first connecting pieces, the first connecting pieces are arranged at intervals along the second direction of the first wall prefabricated member, and one ends of the first connecting pieces are inserted into the first wall prefabricated member.
3. A reinforced concrete wall according to claim 2, wherein: the second coupling assembling includes a plurality of second connecting pieces, and is a plurality of the second connecting piece along the second direction interval of first wall body prefab sets up, the second connecting piece with first connecting piece one-to-one sets up, and is a plurality of the one end of second connecting piece is all inserted and is located in the second wall body prefab.
4. A reinforced concrete wall according to claim 3, wherein: the first connecting piece is U-shaped, and the open end of the first connecting piece is inserted into the first wall prefabricated part.
5. A reinforced concrete wall according to claim 4, wherein: the second connecting piece is U-shaped, and the open end of the second connecting piece is inserted into the second wall prefabricated part;
the end, deviating from the first wall prefabricated part, of the first connecting piece and the end, deviating from the second wall prefabricated part, of the second connecting piece are overlapped to form a rectangular frame, and the first connecting piece is connected with the second connecting piece.
6. A reinforced concrete wall according to claim 5, wherein: still include at least one stiffener, the stiffener along the second direction of first wall body prefabricated part extends, the one end of stiffener is inserted in proper order and is located a plurality ofly in the rectangle frame, the periphery wall of stiffener with the inner wall connection of rectangle frame.
7. A reinforced concrete wall according to claim 6, wherein: including a plurality of the stiffener, it is a plurality of the one end of stiffener is all inserted simultaneously and is located a plurality of in the rectangle frame, it is a plurality of the stiffener round the circumference interval of rectangle frame sets up, and is a plurality of the periphery wall of stiffener all with the interior wall connection of rectangle frame.
8. A reinforced concrete wall according to claim 2, wherein: the height range of the first connecting piece is 200mm-300 mm.
9. A reinforced concrete wall according to claim 3, wherein: the height range of the second connecting piece is 200mm-300 mm.
10. A reinforced concrete building is characterized in that: comprising a reinforced concrete wall according to any one of claims 1 to 9, at least one floor slab precast assembly, a plurality of beam precast assemblies and a plurality of column precast assemblies;
the reinforced concrete wall is enclosed into an accommodating cavity, an inlet is formed in the reinforced concrete wall and is communicated with the accommodating cavity, the floor slab prefabricated component covers the top end of the accommodating cavity, a plurality of beam prefabricated components are arranged at the bottom end of the floor slab prefabricated component at intervals along the extending direction of the floor slab prefabricated component, the beam prefabricated components are all connected with the floor slab prefabricated component, and two ends of each beam prefabricated component are respectively connected with the inner wall of the accommodating channel;
a plurality of the prefabricated subassembly interval of post sets up on the inner wall of holding cavity, it is a plurality of the outer wall of the prefabricated subassembly of post all with the interior wall connection of holding cavity, it is a plurality of the top of the prefabricated subassembly of post all with the prefabricated subassembly of floor is connected.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202121602837.5U CN215926400U (en) | 2021-07-14 | 2021-07-14 | Reinforced concrete wall and reinforced concrete building |
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| CN202121602837.5U CN215926400U (en) | 2021-07-14 | 2021-07-14 | Reinforced concrete wall and reinforced concrete building |
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| CN215926400U true CN215926400U (en) | 2022-03-01 |
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| CN202121602837.5U Active CN215926400U (en) | 2021-07-14 | 2021-07-14 | Reinforced concrete wall and reinforced concrete building |
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2021
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