CN211923117U - Assembled steel construction building steel beam column combination wall - Google Patents
Assembled steel construction building steel beam column combination wall Download PDFInfo
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- CN211923117U CN211923117U CN202020428377.8U CN202020428377U CN211923117U CN 211923117 U CN211923117 U CN 211923117U CN 202020428377 U CN202020428377 U CN 202020428377U CN 211923117 U CN211923117 U CN 211923117U
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Abstract
The utility model relates to an assembled steel structure building steel beam column composite wall, which comprises steel columns at two ends, wherein a plurality of steel beams are welded between the steel columns at the two ends at equal intervals, the width of each steel beam is not more than that of the steel column, a plurality of tension rods welded between the steel columns are arranged between adjacent steel beams, and the width of each tension rod is less than that of the steel column; steel meshes are arranged between the steel columns at the two ends and on the two sides of the steel beam, the steel columns at the two ends are filled with fillers, and the steel beam and the tension rod are covered and hidden by the fillers. The utility model discloses a column, roof beam, supporting member and enclosure wall's integrated design, form a steel beam column combination wall, can compromise the supporting role of column, roof beam and enclosure wall's function, can form great anti lateral force, the atress route is clear and definite, the dimensional design of steel beam column combination wall is more nimble to all supporting member can be hidden, the space of stepping down is left with inside supporting system to the filling layer, can satisfy the poling construction demand of later stage equipment pipeline.
Description
Technical Field
The utility model belongs to the assembly type structure field mainly relates to an assembly type steel construction building steel bunch post composite wall.
Background
In a steel structure building, a pure frame system needs to be internally added with a lateral force resisting component due to low lateral rigidity so as to resist the horizontal load action of wind and earthquake, thereby meeting the design requirement. The side-resisting support member of the existing matched steel structure building mainly comprises a traditional steel pipe support, a steel plate shear wall, a combined steel plate shear wall, a steel pipe bundle combined shear wall and the like. Although the side-resisting rigidity of the existing side-resisting support members can be improved, the side-resisting support members are often unmatched when being connected with a building enclosure wall, because the side-resisting members produced by various manufacturers have different structures and different size designs, and certain inconvenience is still caused to construction. In addition, although the steel tube bundle combined shear wall has better lateral stiffness resistance, the problem of installation matching of equipment pipelines in the construction process is not considered.
SUMMERY OF THE UTILITY MODEL
The utility model discloses an assembled steel construction building steel beam column combination wall, through post, roof beam, strut member and enclosure wall's integrated design, form a steel beam column combination wall, can compromise the supporting role of post, roof beam and enclosure wall's function, can form great anti lateral force, the atress route is clear and definite, the dimensional design of steel beam column combination wall is more nimble to all supporting members can be hidden, also make things convenient for the poling construction operation of equipment pipeline.
In order to realize the above purpose, the utility model discloses the technical scheme who adopts is:
the assembled steel structure building steel beam column combined wall comprises steel columns at two ends, wherein a plurality of steel beams are welded between the steel columns at the two ends at equal intervals, the width of each steel beam is not larger than that of each steel column, a plurality of tension rods welded between the steel columns are arranged between every two adjacent steel beams, and the width of each tension rod is smaller than that of each steel column; steel meshes are arranged between the steel columns at the two ends and on the two sides of the steel beam, the steel columns at the two ends are filled with fillers, and the steel beam and the tension rod are covered and hidden by the fillers.
Further, the section of the steel beam is H-shaped steel.
Further, the sections of the two steel columns are rectangular.
Further, the sections of the two steel columns are both H-shaped steel.
Furthermore, the sections of the two steel columns are both T-shaped steel.
Furthermore, the section of one end steel column is rectangular, and the section of the other end steel column is H-shaped steel.
Furthermore, the section of one end steel column is rectangular, and the section of the other end steel column is T-shaped steel.
Furthermore, the section of one end steel column is H-shaped steel, and the section of the other end steel column is T-shaped steel.
Furthermore, the thickness of the filler is equal to the width of the steel column.
Furthermore, the outer surface of the steel column is provided with a fireproof coating, the thickness of the filler is larger than the width of the steel column, and the thickness of the filler is equal to the sum of the width of the steel column and the thickness of the fireproof coating.
The components except the filling layer of the utility model are finished prefabricated components, the specification and the size are uniform, the combined installation can be completed in a factory, and the steel beam column combined wall can be formed by directly filling in a construction site; the combined wall is formed by combining and connecting the columns, the beams, the supporting members and the enclosure walls, and the size design and the installation position can be flexibly adjusted by combining the building plane and the stress magnitude, such as adjusting the length of the steel beam column wall and the specification of section steel, so that a structural lateral force resisting system is orderly formed; the steel beam column combined wall has the advantages that the components of the steel beam column combined wall are completely hidden and not exposed, the invisible design characteristics required by the functions of modern houses are fully reflected, and the support function of columns and beams and the function of a surrounding wall can be integrated; the structure forms larger lateral force resistance, can meet different building heights, and can adapt to different wind pressures and earthquake intensity; overall structure atress route is clear and definite, compares with present steel-pipe bundle composite wall, and the processing degree of difficulty is low, and the space of stepping down is left with inside supporting system to the filling layer, can satisfy the poling construction demand of later stage equipment pipeline.
Drawings
FIG. 1 is a schematic view of the overall structure of the steel bunch column combined wall of the present invention;
FIG. 2 is a schematic view of the internal structure of the steel beam column combined wall;
FIG. 3 is a cross-sectional view of the steel bundle column combined wall when the steel column is not provided with a fireproof coating;
FIG. 4 is a cross-sectional view of the steel beam combined wall when the steel column is provided with a fireproof coating;
FIG. 5 is a cross-sectional view of a steel bundle column combined wall when steel columns at two ends are H-shaped steel;
FIG. 6 is a cross-sectional view of a steel bundle column combined wall when steel columns at two ends are T-shaped steel;
FIG. 7 is a sectional view of the side of a steel bundle column combined wall when one end of a steel column is a rectangular steel pipe and the other end of the steel column is H-shaped steel;
FIG. 8 is a sectional view of the side surface of the steel bundle column combined wall when one end of a steel column is a rectangular steel pipe and the other end of the steel column is T-shaped steel;
FIG. 9 is a cross-sectional view of the side surface of the steel bundle column combined wall when one end of the steel column is T-shaped steel and the other end of the steel column is H-shaped steel.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.
The embodiment discloses an assembled steel construction building steel beam column composite wall, its structure is shown in fig. 1 and fig. 2, mainly including the steel column 1 that is located both sides edge, equidistant welding has a plurality of girder steels 2 between the steel column 1 of both ends, is equipped with a plurality of vaulting poles 3 that weld between the steel column 1 between the adjacent girder steel 2. The steel column 1 can be a steel pipe 1-1 with a rectangular cross section, and if the steel column is a hollow steel pipe, whether concrete is poured inside the steel pipe or not can be selected according to the bearing capacity design requirement; a steel column with the section being H-shaped steel or T-shaped steel can also be selected (as shown in figures 5 and 6); the steel columns at the two ends can also be selected from different section steel mixed and matched combinations, as shown in FIG. 7, a rectangular steel pipe 1-1 and H-shaped steel 1-2 are mixed and matched; or as shown in FIG. 8, rectangular steel pipes 1-1 and T-shaped steel 1-3 are mixed; or, as shown in FIG. 9, H-section steel 1-2 and T-section steel 1-3 are mixed. When the selected steel column is provided with H-shaped steel or T-shaped steel, concrete is poured into cavities on two sides of a web plate of the section steel. Girder steel 2 can adopt H shaped steel, and girder steel 2's mounted position needs to correspond with 6 high positions of frame girder steel that use in the whole steel frame system building. The bracing force rod 3 adopts a solid web type section component, such as: angle steel, channel steel, strip steel plates and the like. The arrangement of the tension bars 3 may be diagonally staggered as shown in fig. 2, or may be in the horizontal direction (the drawings are omitted).
In order to facilitate the pipe penetrating construction operation of the later-stage equipment pipeline, the width of the steel beam 2 in the embodiment is not larger than that of the steel column 1, and the width of the stay bar 3 is also smaller than that of the steel column 1, so that after the steel columns are combined and connected, a certain space is reserved between the supporting assemblies among the steel columns 1 and the outer surface of the steel column 1, the space is filled with filling materials, and an operation space is reserved for drilling or pipe penetrating and slotting of the equipment junction box. After the steel beam 2 is combined in a factory according to the structure (as shown in fig. 2), steel nets 5 are laid on two sides of the steel beam 2 respectively, the steel nets 5 can be steel wire meshes or steel plate meshes, and finally, filling materials 4 are poured between the steel columns 1 at two ends, so that the steel beam 2 and the tension rods 3 between the steel columns 1 at two ends are completely hidden by the filling materials 4, the filling materials 4 can be light filling materials or can be poured and filled with concrete, and the steel nets 5 play a role in preventing the filling materials from cracking. When the surfaces of the steel columns 1 at the two ends do not need to be provided with the fireproof coatings, as shown in fig. 3, the total thickness of the steel columns 1 is kept equal to the total thickness of the steel columns after the filling materials 4 are filled; if the steel column 1 needs to be provided with the fireproof coating 7 on the surface, as shown in fig. 4, the total thickness of the filled filler 4 needs to be larger than the width of the steel column 1, and the total thickness of the filled filler 4 is equal to the sum of the width of the steel column 1 and the thickness of the fireproof coating 7.
The steel beam column combined wall formed according to the structure can be flexibly matched and combined with the frame steel beams 6 to form nodes with different shapes (T-shaped connecting nodes shown in figures 3 and 4) according to the plane size and the function arrangement requirements of a house building. The whole steel beam column wall body is designed in size, the whole length of the steel beam column wall body can be adjusted according to the actual stress, and a reliable lateral force resisting system is formed after combination by matching and selecting proper component specifications.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (10)
1. The utility model provides an assembled steel construction building steel beam column combination wall which characterized in that: the steel columns at two ends are welded at equal intervals, the width of each steel beam is not larger than that of each steel column, a plurality of tension rods welded between the steel columns are arranged between every two adjacent steel beams, and the width of each tension rod is smaller than that of each steel column; steel meshes are arranged between the steel columns at the two ends and on the two sides of the steel beam, the steel columns at the two ends are filled with fillers, and the steel beam and the tension rod are covered and hidden by the fillers.
2. The assembled steel structure building steel beam combination wall of claim 1, wherein: the section of the steel beam is H-shaped steel.
3. The assembled steel structure building steel beam combination wall of claim 1, wherein: the sections of the two steel columns are rectangular.
4. The assembled steel structure building steel beam combination wall of claim 1, wherein: the sections of the two steel columns are both H-shaped steel.
5. The assembled steel structure building steel beam combination wall of claim 1, wherein: the sections of the two steel columns are both T-shaped steel.
6. The assembled steel structure building steel beam combination wall of claim 1, wherein: the section of one end steel column is rectangular, and the section of the other end steel column is H-shaped steel.
7. The assembled steel structure building steel beam combination wall of claim 1, wherein: the section of one end steel column is rectangle, and the section of the other end steel column is T shaped steel.
8. The assembled steel structure building steel beam combination wall of claim 1, wherein: the section of one end steel column is H-shaped steel, and the section of the other end steel column is T-shaped steel.
9. The assembled steel structure building steel beam combination wall of claim 1, wherein: the thickness of the filling material is the same as the width of the steel column.
10. The assembled steel structure building steel beam combination wall of claim 1, wherein: and the outer surface of the steel column is provided with a fireproof coating, the thickness of the filler is larger than the width of the steel column, and the thickness of the filler is equal to the sum of the width of the steel column and the thickness of the fireproof coating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020428377.8U CN211923117U (en) | 2020-03-30 | 2020-03-30 | Assembled steel construction building steel beam column combination wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020428377.8U CN211923117U (en) | 2020-03-30 | 2020-03-30 | Assembled steel construction building steel beam column combination wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211923117U true CN211923117U (en) | 2020-11-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020428377.8U Active CN211923117U (en) | 2020-03-30 | 2020-03-30 | Assembled steel construction building steel beam column combination wall |
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| CN (1) | CN211923117U (en) |
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2020
- 2020-03-30 CN CN202020428377.8U patent/CN211923117U/en active Active
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Address after: Room n207-11, industrial design base (complex building), 151 qutun Road, lingzhi street, Yuecheng District, Shaoxing City, Zhejiang Province, 312000 Patentee after: Zhejiang Lizhi Construction Technology Co.,Ltd. Patentee after: Zhejiang Feite Steel Structure Co., Ltd Address before: 312000 room 1301-h, Guomao building, Yuecheng District, Shaoxing City, Zhejiang Province Patentee before: Zhejiang Liwei Steel Structure Technology Co.,Ltd. Patentee before: Zhejiang Feite Steel Structure Co., Ltd |