CN216239148U - Assembled steel concrete frame shear force wall - Google Patents
Assembled steel concrete frame shear force wall Download PDFInfo
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- CN216239148U CN216239148U CN202122801644.9U CN202122801644U CN216239148U CN 216239148 U CN216239148 U CN 216239148U CN 202122801644 U CN202122801644 U CN 202122801644U CN 216239148 U CN216239148 U CN 216239148U
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Abstract
The utility model discloses an assembly type steel concrete frame shear wall, which structurally comprises a steel pipe concrete upright post, an upper plate and a bottom plate, wherein an embedding block at the side end of the bottom plate is inserted into an embedding groove at the bottom end of the steel pipe concrete upright post, the upper plate is inserted into other embedding grooves through the embedding block at the side end, a fixing column is inserted into the inserting groove, the upper plate and the bottom plate are fixed through a through hole and a fixing hole, then a reinforcing steel bar is inserted into a through cylinder, and cement is poured.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to an assembled steel concrete frame shear wall.
Background
The prefabricated structure can save energy, water and materials, greatly reduces construction waste, reduces noise pollution, reduces labor force consumption and strength, effectively improves construction environment, improves engineering quality, and is a structure worthy of vigorous popularization.
In addition, in a building structure, along with the increase of the height of a building, the lateral displacement of the structure is rapidly increased, the control effect is often achieved in the structural design, and in a concrete structure, the reinforced concrete shear wall is widely applied to a high-rise structure due to the large lateral rigidity.
But in the production process of the existing assembled steel concrete shear wall, the steel bars are usually constructed by the steel frame and inserted, but the steel bars are fixed together by the iron wires which are rotated manually at present, and then cement is poured, so that the assembly is complicated, a large amount of labor time is wasted, and the working efficiency is reduced.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
In order to overcome the defects of the prior art, the assembled steel concrete frame shear wall is provided so as to solve the problems that the steel bar is usually firstly constructed by a steel frame and is inserted into the steel bar in the production process of the conventional assembled steel concrete shear wall, but the steel bar is fixed together by fixing the steel bar or manually rotating the iron wire, and then cement is poured, so that the assembly is complicated, a large amount of labor time is wasted, and the working efficiency is reduced.
(II) technical scheme
The utility model is realized by the following technical scheme: the utility model provides an assembly type steel concrete frame shear wall which comprises steel pipe concrete columns, wherein an upper plate and a bottom plate which are used for fixing are respectively arranged between the steel pipe concrete columns, and reinforcing steel bars are arranged inside the upper plate and the bottom plate;
the side end of the concrete filled steel tube column is provided with an embedded groove, the side end of the concrete filled steel tube column is provided with a through hole penetrating through the embedded groove, and the top end of the through hole is provided with an insertion groove;
the upper plate and the side end of the bottom plate are provided with embedding blocks, fixing holes are formed in the embedding blocks, and fixing column penetrating fixing holes are formed in the penetrating holes.
Furthermore, a bottom groove is formed at the bottom end of the through hole.
Furthermore, a hollow hole is dug inwards in the middle of the concrete filled steel tube stand column.
Further, concrete filled steel tube stand four corners all is equipped with and inlays the groove.
Furthermore, the top end of the fixing column is provided with a clamping hole.
Furthermore, a penetrating cylinder is arranged inside the upper plate, and a stress groove is arranged inside the bottom plate.
(III) advantageous effects
Compared with the prior art, the utility model has the following beneficial effects:
1. according to the utility model, the embedding blocks at the side ends of the bottom plate are inserted into the embedding grooves at the bottom ends of the concrete filled steel tube stand columns, then the upper plate is inserted into other embedding grooves through the embedding blocks at the side ends, then the fixing columns are inserted into the inserting grooves, the upper plate and the bottom plate are fixed through the through holes and the fixing holes, then the reinforcing steel bars are inserted into the through cylinders, and then cement is poured, so that the problems that in the production process of the conventional assembly type concrete filled steel shear wall, the reinforcing steel bars are usually formed by a steel frame and are inserted, but the reinforcing steel bars are fixed together by manually rotating iron wires at present, and then cement is poured are solved, which causes the problems of complicated assembly, large amount of labor time waste and reduced working efficiency.
Drawings
Other features, objects and advantages of the utility model will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:
FIG. 1 is a side view of the internal structure of the present invention;
FIG. 2 is a schematic structural view of a concrete filled steel tube column according to the present invention;
FIG. 3 is a schematic side view of the internal structure of the concrete filled steel tube column according to the present invention;
FIG. 4 is a schematic view of the construction of the upper plate and the lower plate of the present invention;
in the figure: the concrete-filled steel tube column comprises a concrete-filled steel tube column-1, an upper layer plate-2, a bottom plate-3, a stress groove-31, a reinforcing steel bar-4, a fixing column-5, a clamping hole-51, an embedding groove-11, a through hole-12, an insertion groove-13, a hollow hole-14, a bottom groove-15, a through cylinder-21, an embedding block-22 and a fixing hole-23.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the utility model and are not intended to limit the utility model.
Referring to fig. 1, 2, 3 and 4, the utility model provides an assembly type steel concrete frame shear wall, which includes steel pipe concrete columns 1, wherein an upper plate 2 and a bottom plate 3 for fixing are respectively arranged between the steel pipe concrete columns 1, and reinforcing steel bars 4 are arranged inside the upper plate 2 and the bottom plate 3, so that a shear wall structure is formed, and cement is conveniently poured to form the steel concrete shear wall;
the embedded groove 11 is formed in the side end of the concrete filled steel tube upright 1, the through hole 12 penetrating through the embedded groove 11 is formed in the side end of the concrete filled steel tube upright 1, the insertion groove 13 is formed in the top end of the through hole 12, the fixing column 5 is conveniently inserted, the upper layer plate 2 and the bottom plate 3 are conveniently fixed, and working time is saved;
the side of the upper plate 2 and the bottom plate 3 is provided with an embedding block 22, a fixing hole 23 is arranged in the embedding block 22, and a fixing column 5 is arranged in the through hole 12 and penetrates through the fixing hole 23, so that the reinforcing steel bars are conveniently constructed, the upper plate 2 and the bottom plate 3 are conveniently fixed, and the problem of complex work is avoided.
Wherein, the through hole 12 bottom is equipped with kerve 15, is convenient for stabilize fixed column 5 through kerve 15, avoids the fixed unstability of bottom plate 3 of bottom, prevents the production of skew.
Wherein, the concrete filled steel tube stand 1 middle part is inwards excavated there is fretwork hole 14, through excavating concrete filled steel tube stand 1, avoids concrete filled steel tube stand 1 weight too big, leads to the waste of material to make the problem of transport difficulty.
Wherein, 1 four corners department of steel pipe concrete stand all is equipped with inlays groove 11, makes it be applicable to different angles and carries out work, avoids having the scissors wall of slope installation, leads to fixed inconvenient problem.
Wherein, 5 tops of fixed column are equipped with and press from both sides hole 51, make things convenient for the staff to carry out the atress, are convenient for take fixed column 5, make things convenient for the use of fixed column 5.
Wherein, 2 inside being equipped with of upper plate runs through a section of thick bamboo 21, the inside atress groove 31 that is equipped with of bottom plate 3 is fixed the reinforcing bar through running through a section of thick bamboo 21 convenience, avoids still needing to carry out the condition of manual fixing through the iron wire to avoid reinforcing bar discharge atress groove 31 through atress groove 31, save to be fixed the bottom.
The working principle is as follows: the user inserts the bottom plate 3 through the inlaying piece 22 of side end at first and works as in the inside inlaying groove 11 of steel pipe concrete stand 1, then inserts upper plate 2 other inlaying groove 11 of bottom plate 3 upper end again, then drive the fixed column 5 through pressing from both sides hole 51 and insert inside the through hole 12 of insertion groove 13 bottom, and fix upper plate 2 and bottom plate 3 through fixed orifices 23, insert the reinforcing bar again in the inside section of thick bamboo 21 that passes through of upper plate 2 afterwards, and avoid discharging through atress groove 31, then water cement, with this completion assembled steel concrete shear force wall.
The foregoing shows and describes the general principles, essential features, and advantages of the utility model. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, and the preferred embodiments of the present invention are described in the above embodiments and the description, and are not intended to limit the present invention. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (6)
1. The assembled steel concrete frame shear wall is characterized by comprising steel pipe concrete columns (1), wherein an upper layer plate (2) and a bottom plate (3) which are used for fixing are respectively arranged between the steel pipe concrete columns (1), and reinforcing steel bars (4) are arranged inside the upper layer plate (2) and the bottom plate (3);
an embedded groove (11) is formed in the side end of the concrete filled steel tube column (1), a through hole (12) penetrating through the embedded groove (11) is formed in the side end of the concrete filled steel tube column (1), and an insertion groove (13) is formed in the top end of the through hole (12);
the upper plate (2) and the bottom plate (3) are provided with embedding blocks (22) at the side ends, fixing holes (23) are formed in the embedding blocks (22), and fixing columns (5) penetrate through the fixing holes (23) in the through holes (12).
2. An assembled steel concrete frame shear wall according to claim 1, wherein: the bottom end of the through hole (12) is provided with a bottom groove (15).
3. An assembled steel concrete frame shear wall according to claim 1, wherein: and hollow holes (14) are dug inwards in the middle of the concrete filled steel tube column (1).
4. An assembled steel concrete frame shear wall according to claim 1, wherein: four corners of the concrete filled steel tube column (1) are provided with embedded grooves (11).
5. An assembled steel concrete frame shear wall according to claim 1, wherein: the top end of the fixing column (5) is provided with a clamping hole (51).
6. An assembled steel concrete frame shear wall according to claim 1, wherein: a penetrating cylinder (21) is arranged in the upper plate (2), and a stress groove (31) is arranged in the bottom plate (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122801644.9U CN216239148U (en) | 2021-11-16 | 2021-11-16 | Assembled steel concrete frame shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122801644.9U CN216239148U (en) | 2021-11-16 | 2021-11-16 | Assembled steel concrete frame shear force wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216239148U true CN216239148U (en) | 2022-04-08 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122801644.9U Active CN216239148U (en) | 2021-11-16 | 2021-11-16 | Assembled steel concrete frame shear force wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216239148U (en) |
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2021
- 2021-11-16 CN CN202122801644.9U patent/CN216239148U/en active Active
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