CN204983241U - Modularized steel structure building wall and column structure - Google Patents
Modularized steel structure building wall and column structure Download PDFInfo
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- CN204983241U CN204983241U CN201520114460.7U CN201520114460U CN204983241U CN 204983241 U CN204983241 U CN 204983241U CN 201520114460 U CN201520114460 U CN 201520114460U CN 204983241 U CN204983241 U CN 204983241U
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Abstract
Modularized steel structure building wall and column structure is the wave form wallboard that adopts like the container curb plate, on the last lower extreme installation edge of a wing of wallboard, upward all installs the shear force of some on the lower flange and follows closely and two above eye plates, bolted connection for the connecting plate on wave form wallboard tip and the steel column can weld after the installation is taken one's place or caulk with sealed glue, the last lower flange of wallboard can or adopt the high strength bolt friction -type be connected with edge of a wing connecting plate welding on the steel column, also can be directly and the steel column weld, installing the connecting plate of connecting wavelike wall joining of plates board and connecting the wallboard flange plate on the steel column, having L type, three kinds of T type and crossover type according to the steel column position, the steel column cross -section can be rectangle steel pipe, circular steel tube or band steel board. A steel construction building post is applicable to with wall structure and has more high -rise, low layer buildings, has mill's prefabrication, the installation of high efficiency building site, light in weight, advantage with low costs, and building life -span and habitability can be the same with conventional concrete frame structure building.
Description
Technical field
The invention belongs to construction steel structure technical field, relate to a kind of body of wall and pillar structure of steel structure building.
Background technology
Traditional steel structure building is divided into industrial premises and civilian construction by purposes, is divided into Heavy Type Steel Structure and light section steel structure by structure, is divided into single-layer steel structure, multi-storey steel structure and high-rise steel structure etc. by the number of plies.
Conventional heavy-duty steel structure building generally forms frame construction by steel column, girder steel, various channel-shaped die mould steel floor support plate is adopted to become floor with Combined concrete, floor support plate is laid on girder steel, and on girder steel, weld the WELDING STUDS of some, wall face adopts the materials such as light-duty building block, curtain wall, compression color steel plate, light section steel structure building is generally also made up of light roof, wall coverings such as post, girder construction and compression color steel plates (or composite color plate), also has a class to be light-duty, the low layer mobile house that develop from container and come.
Traditional Heavy Type Steel Structure building is generally prefabrication, building-site is installed, there is structure compared with concrete structure light, building site installation effectiveness is high, integrated engineering progress is fast and save the advantages such as infrastructure investment, but traditional Heavy Type Steel Structure building building site installation workload is still larger, a large amount of structural members is had to need to install, welding, although traditional Light-weight Steel Structures building site installation workload is little, but the load-bearing in house and life-span are all restricted, be generally used for temporary building, as the steel work board house in building site, the mobile house limited space developed by container, because having wall and terrace and floor between repetition when becoming spelling group, and it is uneconomical.
Summary of the invention
In order to overcome, conventional heavy-duty steel structure building building site installation workload is large and Light-weight Steel Structures load-bearing is little, limited space, the shortcoming that life-span is short, the invention provides a kind of modularization steel structure building body of wall and pillar technical scheme, this kind of modularization steel structure building has steel column, be pressed into the wallboard of waveform and the edge of a wing and floor slab structure, without common steel beam structure, steel column, the load-carrying members of die mould wallboard and floor composition building, die mould wallboard and the edge of a wing are connected with steel column various load are reached basis, there is prefabrication, building site is installed fast, house load-bearing large and life-span such as to grow at the advantage.
The present invention solve the technical problem adopted technical scheme: the load-carrying members being made up of building the wall body module, steel column and the floor that are easy to connect.Two vertical edges of wall body module are respectively connected with a steel column, described steel column is connected with the vertical edges of four pieces of wall body modules at most according to the position of residing building, described floor with two pieces to the top of four pieces of wall body modules or be connected below, namely floor and wall body module top flange and WELDING STUDS is directly connected or be connected by the bottom flange of hanging structure and wall body module and WELDING STUDS.
Described wall body module is made up of corrugated sheet steel and the upper and lower edge of a wing, the top view cross section of described corrugated sheet steel such as is at curve wave-like or a broken line wave current shape of wave height equiwavelength, and described upper and lower flange section is the one in band steel plate, dihedral steel, i iron, channel-section steel, H profile steel, rectangular steel pipe; The upper and lower edge of a wing of described wall body module is provided with the steel eye plate of WELDING STUDS and more than two, steel eye plate is used for storage, transport is fixed and adjustment when installing, and plays the effect upper and lower layer wall body module being connected into entirety.
The corrugated sheet steel of described wall body module and the junction plate be welded on steel column, with welding or bolt or rivet interlacement, adopt available solder or fluid sealant closure seam after bolt or rivet interlacement; Described bolt is tapping screw, plain bolt or high-strength bolt, increases by one piece of pressing plate identical with junction plate when adopting described high-strength bolt to connect.
The corrugated sheet steel of described wall body module with can adopt between the upper and lower edge of a wing directly weld or with the junction plate bolt be welded on the edge of a wing or rivet interlacement; Junction plate on the described edge of a wing has the waveform band steel of same cross-sectional or a long straight band steel and some short straight band steels or two long straight band steels, three kinds of patterns; Described connecting bolt can be screw, plain bolt or high-strength bolt.Waveform wallboard welds with the edge of a wing and is applicable to many high-rise buildings, and waveform wallboard and the edge of a wing adopt the form of structure of bolt or rivet interlacement to be applicable to low layer light house.
The upper and lower edge of a wing and the rectangle steel tubing string of described wall body module are directly welded to connect, or adopt with the edge of a wing junction plate on described steel column and to weld or high-strength bolt is connected, and the upper bottom flange of light house also can not be connected with steel column.
The fundamental section of described steel column can be rectangular steel pipe, round steel pipe or band steel plate, and rectangular steel pipe or round steel tubing string are provided with the junction plate be connected with waveform wallboard, and junction plate can be band steel plate or dihedral steel, some connecting holes of vertical distribution at a certain distance on it.
Described steel column is when wall body module upper and lower edge of a wing place is provided with junction plate, according to steel column present position, junction plate is L shape, T-shaped and X-shape, according to junction plate form, steel column also correspondence is divided into L shape post, T-shaped post and X-shape post, is installed on body of wall corner, body of wall T-shaped junction and wall intersection place respectively.
Described steel column is when wall body module upper and lower edge of a wing place is provided with junction plate, and steel column disconnects at the junction plate place, the upper and lower edge of a wing of wall body module; When bottom flange on wall body module is directly welded with steel column, then steel column is continuously through at upper and lower floor place.
Described floor is ordinary reinforced concrete structure or steel floor support plate-concrete composite structure, and described floor is connected with the top flange of module, or adopts hanging structure floorslab suspension to be hung over
on the bottom flange of wall body module.
Described hanging structure comprises hanging beam and bolt, described hanging beam is positioned at the below of wall body module bottom flange, described hanging beam and wall body module bottom flange link together by the bolt arranged at a certain distance, and described floor is between hanging beam and described wall body module bottom flange; The cross section of described hanging beam is a kind of cross section in steel plate, dihedral steel, channel-section steel, rectangular steel pipe.
The invention has the beneficial effects as follows, by the corrugated sheet steel body of wall of application module, pillar structure and floor slab structure, can direct bolt or rivet interlacement between the waveform wallboard of lower building, outdoor use fluid sealant closure seam, has and easily moves repeat performance; First do to install with bolt between the wallboard of high-rise building temporarily and connect, then connecting sewing is welded, strengthen Shear transfer effect between wallboard.Make modularization steel structure building have prefabrication, building site installation effectiveness is high, lightweight construction, reduce the load to basis, there is excellent anti-seismic performance simultaneously, and structure load-bearing property, life-span keep the advantage consistent with conventional house.
Wallboard can naked body, after one or two sides can weld the connector of some, plaque or spray coating heat preservation heat-barrier material are installed, or by traditional metope plaster, plaster and paint or the process such as Wall brick, keep durability, aesthetic property and the habitability same with traditional building.If wall panel element naked body, need to carry out preservative treatment by conventional steel structure.
Floor is positioned at below wallboard bottom flange by hanging structure, forms wall continuously, large bay without beam, can flexible arrangement conference room, the large space house such as lecture hall and classroom.
The present invention can be widely used in the civilian construction such as office office premises, school, hospital, residential building of multilayer, low layer, is applicable to town development, Islands Exploitation construction etc. and uses field.
Accompanying drawing explanation
Fig. 1 is example building first layer plane figure
Fig. 2 is example building first floor plan
Fig. 3 is example building D-D axonometric drawing
Fig. 4 is wallboard-steel column-floor exemplary block diagram
Fig. 5 is interior wall wall body module and floor connection layout
Fig. 6 is outer wall body module and floor connection layout
Fig. 7 is interior wall wall body module hanging floor connection layout
Fig. 8 is that the wall body module edge of a wing and steel column junction plate are welded to connect figure
Fig. 9 is that the wall body module edge of a wing and steel column are directly welded to connect figure
Figure 10 is the wall body module edge of a wing and steel column junction plate bolt link figure
Figure 11 is at interior wall place constructional drawing after floor pour concrete
Figure 12 is at exterior wall place constructional drawing after floor pour concrete
Figure 13 is exterior wall only inner side plaster or install heat-barrier material and plaque schematic diagram
Figure 14 is the equal plaster in inner side of outer wall and outside or installs heat-barrier material and plaque schematic diagram
Figure 15 is L shape quadrate steel pipe column sectional view
Figure 16 is L shape round steel pipe column section figure
Figure 17 is L shape band steel column section figure
Figure 18 is T-shaped quadrate steel pipe column sectional view
Figure 19 is T-shaped round steel pipe column section figure
Figure 20 is T-shaped band steel column section figure
Figure 21 is X-shape quadrate steel pipe column sectional view
Figure 22 is X-shape round steel pipe column section figure
Figure 23 is X-shape band steel column section figure
Figure 24 is the junction plate figure on L shape quadrate steel pipe column and the wall body module edge of a wing
Figure 25 is the junction plate figure on T-shaped quadrate steel pipe column and the wall body module edge of a wing
Figure 26 is the junction plate figure on X-shape quadrate steel pipe column and the wall body module edge of a wing
Figure 27 is the junction plate figure on L shape round steel tubing string and the wall body module edge of a wing
Figure 28 is the junction plate figure on T-shaped round steel tubing string and the wall body module edge of a wing
Figure 29 is the junction plate figure on X-shape round steel tubing string and the wall body module edge of a wing
Figure 30 is the junction plate figure on L shape band steel sheet-pile and the wall body module edge of a wing
Figure 31 is the junction plate figure on T-shaped band steel sheet-pile and the wall body module edge of a wing
Figure 32 is the junction plate figure on X-shape band steel sheet-pile and the wall body module edge of a wing
Figure 33 is wall body module steel plate flange section form figure
Figure 34 is wall body module dihedral steel flange section form figure
Figure 35 is wall body module channel-section steel flange section form figure
Figure 36 is wall body module square steel pipe flange section form figure
Figure 37 is the Angle connection plate figure of wallboard and steel column
Figure 38 be wallboard with the edge of a wing directly the company of welding scheme
Figure 39 is wallboard and the edge of a wing junction plate connection layout with cross section
Figure 40 is the continuous junction plate in wallboard and the edge of a wing and is interrupted junction plate figure
1. steel waveform wallboards in figure, 2. steel column (square-section, circular hollow section or steel plate cross section), 3. die mould steel floor support plate, 4. the wall body module edge of a wing (band steel, dihedral steel, channel-section steel or rectangular steel pipe), 5. waveform wallboard and edge of a wing junction plate, 6. waveform wallboard and steel column junction plate (band steel or dihedral steel), 7. hanging beam and bolt, 8. edge of a wing WELDING STUDS, 9. edge of a wing eye plate, 10. edge of a wing junction plate, 11. high-strength bolt junction plates, 12. high-strength bolts, 13. floor concretes, 14. inner wall surface plasters or heat preserving and insulating material etc., 15. wall face plasters or heat preserving and insulating material etc., 16. eye plate bolts, 17. wallboards and post connecting bolt, 18. wallboards and edge of a wing connecting bolt
Detailed description of the invention
Below in conjunction with drawings and Examples, the present invention is described in further detail.
Embodiment
See Fig. 1 to Figure 40, modularization steel structure building body of wall and pillar structure, comprise steel waveform wallboard 1, steel column 2(square-section, circular hollow section or steel plate cross section), die mould steel floor support plate 3, wall body module edge of a wing 4(band steel, dihedral steel, channel-section steel or rectangular steel pipe), wallboard and edge of a wing junction plate 5, wallboard and steel column junction plate 6(band steel or dihedral steel), hanging beam and bolt 7, edge of a wing WELDING STUDS 8, edge of a wing eye plate 9, edge of a wing junction plate 10, high-strength bolt junction plate 11, high-strength bolt 12, floor concrete 13, inner wall surface plaster or heat preserving and insulating material etc. 14, wall face plaster or heat preserving and insulating material etc. 15, eye plate bolt 16, wallboard and post connecting bolt 17, wallboard and edge of a wing connecting bolt 18.
See Fig. 1 ~ Fig. 3, Fig. 1, Fig. 2 are respectively the first floor and the first floor plan of example building, Fig. 3 is the D-D axonometric drawing of example building, wherein 5 ~ 6 axle places of first floor D-D axle are without wallboard, two floor plates and two layers of wall plate structure are shown in Fig. 7 herein, and steel floor support plate 3 hanging beam and bolt 7 are connected with wall body module bottom flange 4, like this when there being upper walls module, lower floor without wallboard, thus can form large bay room.
See Fig. 4 ~ Figure 14, it is characterized in that steel waveform wallboard 1 directly welds with the edge of a wing 4 or is connected with bolt 18 with the junction plate 5 be welded on the edge of a wing 4, steel waveform wallboard 1 is connected with bolt 17 with the junction plate 6 be welded on steel column 2, the edge of a wing 4 directly weld with steel column 2 or with the junction plate 10 be welded on steel column 2 with welding or being connected with high-strength bolt junction plate 11 and high-strength bolt 12; Steel floor support plate 3 is arranged on the top flange 4 of wall body module, thereafter edge of a wing WELDING STUDS 8 is installed, the eye plate 9 of upper walls module bottom flange 4 is connected with bolt 16 with the top flange eye plate 9 of lower floor's wall body module, pourable flooring concrete 13 after levels wall body module and steel floor support plate are in place, to construct as required inner wall surface plaster or heat preserving and insulating material and decoration panel, equally as required construction outer wall face plaster or heat preserving and insulating material and decoration panel.
The upper and lower layer wall body module of interior wall and floor support plate connection layout see Fig. 5 ~ Fig. 7, Fig. 5, the A-A view namely in Fig. 3; Fig. 6 is the upper and lower layer wall body module of exterior wall and floor support plate connection layout, it is characterized in that upper walls module bottom flange is dihedral steel; Fig. 7 is the connection layout without bottom wall panel, the B-B view namely in Fig. 3.
That the edge of a wing 4 adopts the connection layout of Site Welding with junction plate 10 see Fig. 8 ~ Figure 10, Fig. 8, Fig. 9 be the edge of a wing 4 directly with steel column 2 Site Welding connection layout, Figure 10 is the edge of a wing 4 and junction plate 10 use high-strength bolt junction plate 11 and high-strength bolt 12 connection layout.
See Figure 11, Figure 12, Figure 11 is schematic diagram after the flooring concrete cast of interior wall place, schematic diagram after the outer flooring concrete cast of Figure 12 exterior wall.
See Figure 13, Figure 14, Figure 13 is inner wall surface plaster or installs heat preserving and insulating material and decoration panel schematic diagram, and Figure 14 is the equal plaster of inside and outside metope or installs heat preserving and insulating material and decoration panel schematic diagram.
See Figure 15 ~ Figure 23, be square steel pipe cross section, the L shape in round steel pipe cross section and steel plate cross section, T-shaped and cross steel column cross section respectively, its steel waveform wallboard 1 all can be positioned at junction plate 6 symmetric position illustrating x-axis and y-axis.
See Figure 24 ~ Figure 32, be the edge of a wing 4 L shape corresponding with square steel pipe cross section, round steel pipe cross section and steel plate section Steel Column 2, T-shaped and cross junction plate 10 shape respectively.
See Figure 33 ~ Figure 36, the optional 4 kinds of materials in the edge of a wing of wall body module are band steel 4 respectively, dihedral steel 4.1, channel-section steel 4.2, rectangular steel pipe 4.3.
See Figure 37, be welded in the Angle connection plate 6.1 be connected with steel waveform wallboard 1 on steel column 2.
See Figure 38 ~ 40, Figure 38 is that steel waveform wallboard 1 directly welds with the edge of a wing 4, Figure 39 is that steel waveform wallboard 1 is connected with junction plate 5 bolt 18 in same cross section, junction plate 5 is welded on the edge of a wing 4, and Figure 40 is that waveform wallboard 1 is connected with many short band steel junction plate 5.2 bolts 18 with one that is welded on the edge of a wing long band steel junction plate 5.1.
Above content illustrates steel waveform wallboard and steel floor support plate for preferred embodiment further description made for the present invention; can not assert that the specific embodiment of the present invention is only limitted to this; without departing from the inventive concept of the premise; some simple combinations can also be made, all should be considered as belonging to the scope of patent protection that the present invention is determined by submitted to claims.
Claims (10)
1. modularization steel structure building body of wall and pillar structure, it is characterized in that: comprise the load-carrying members that wall body module, steel column and floor form building, two vertical edges of described wall body module are respectively connected with a steel column, described steel column is connected with the vertical edges of four pieces of wall body modules according to the position of residing building is generally maximum, the top of described floor and two or more than two wall body module or be connected below.
2. modularization steel structure building body of wall according to claim 1 and pillar structure, it is characterized in that: described wall body module is made up of corrugated sheet steel and the upper and lower edge of a wing, the top view cross section of described corrugated sheet steel such as is at curve wave-like or the broken line wave-like of wave height equiwavelength, and the cross section on the described upper and lower edge of a wing is the one in band steel plate, dihedral steel, i iron, channel-section steel, H profile steel, rectangular steel pipe; The upper and lower edge of a wing of described wall body module is provided with the steel eye plate of WELDING STUDS and more than two.
3. modularization steel structure building body of wall according to claim 2 and pillar structure, it is characterized in that: the corrugated sheet steel of described wall body module adopt with the junction plate be welded on described steel column weld, bolt or rivet interlacement, when available solder or fluid sealant closure seam after employing bolt or rivet interlacement; Described bolt is tapping screw, plain bolt or high-strength bolt, increases by one piece of pressing plate identical with junction plate when adopting high-strength bolt to connect.
4. modularization steel structure building body of wall according to claim 2 and pillar structure, is characterized in that: the corrugated sheet steel of described wall body module with can adopt between the upper and lower edge of a wing directly weld or with the junction plate bolt be welded on the edge of a wing or rivet interlacement; Junction plate on the described edge of a wing is and the waveform band steel of wallboard same cross-sectional or a long straight band steel and some short straight band steels or two long straight band steels, three kinds of patterns; Described connecting bolt is screw, plain bolt or high-strength bolt.
5. modularization steel structure building body of wall according to claim 2 and pillar structure, it is characterized in that: the upper and lower edge of a wing of described wall body module directly and rectangle steel tubing string be welded to connect, or adopt with the edge of a wing junction plate on described steel column and to weld or high-strength bolt is connected; The upper bottom flange of light house wall body module also can not be connected with steel column.
6. modularization steel structure building body of wall according to claim 1 and pillar structure, it is characterized in that: the fundamental section of described steel column is the cross section of rectangular steel pipe, round steel pipe, band steel plate, described steel column is provided with the junction plate be connected with waveform wallboard, described junction plate is band steel plate or dihedral steel, some connecting holes of vertical distribution at a certain distance on it.
7. modularization steel structure building body of wall according to claim 6 and pillar structure, it is characterized in that: described steel column is when wall body module upper and lower edge of a wing place is provided with junction plate, according to described steel column present position, junction plate is L shape, T-shaped and X-shape, according to junction plate form, described steel column also correspondence is divided into L shape post, T-shaped post and X-shape post, is installed on body of wall corner, body of wall T-shaped junction and wall intersection place respectively.
8. modularization steel structure building body of wall according to claim 6 and pillar structure, is characterized in that: described steel column is when wall body module upper and lower edge of a wing place is provided with junction plate, and steel column disconnects at the junction plate place, the upper and lower edge of a wing of wall body module; On described wall body module, bottom flange is directly welded with steel column, then steel column is continuously through at upper and lower floor place.
9. modularization steel structure building body of wall according to claim 1 and pillar structure, it is characterized in that: described floor is ordinary reinforced concrete structure, steel floor support plate-concrete composite structure, described floor is connected with the top flange of wall body module, or adopts hanging structure by floor
outstandinghang on the bottom flange of wall body module.
10. modularization steel structure building body of wall according to claim 9 and pillar structure, it is characterized in that: described hanging structure comprises hanging beam and bolt, described hanging beam is positioned at the below of wall body module bottom flange, described hanging beam and wall body module bottom flange link together by the bolt arranged at a certain distance, and described floor is between hanging beam and described wall body module bottom flange; The cross section of described hanging beam is a kind of cross section in steel plate, dihedral steel, channel-section steel, rectangular steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520114460.7U CN204983241U (en) | 2015-02-22 | 2015-02-22 | Modularized steel structure building wall and column structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520114460.7U CN204983241U (en) | 2015-02-22 | 2015-02-22 | Modularized steel structure building wall and column structure |
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| CN204983241U true CN204983241U (en) | 2016-01-20 |
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| CN201520114460.7U Expired - Fee Related CN204983241U (en) | 2015-02-22 | 2015-02-22 | Modularized steel structure building wall and column structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764536A (en) * | 2020-07-08 | 2020-10-13 | 福州大学 | Composite corrugated steel plate shear wall |
-
2015
- 2015-02-22 CN CN201520114460.7U patent/CN204983241U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764536A (en) * | 2020-07-08 | 2020-10-13 | 福州大学 | Composite corrugated steel plate shear wall |
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Granted publication date: 20160120 Termination date: 20210222 |