CN207017489U - There is the reinforced prefabricated member of biasing hole wall for assembling steel building - Google Patents
There is the reinforced prefabricated member of biasing hole wall for assembling steel building Download PDFInfo
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- CN207017489U CN207017489U CN201720926348.2U CN201720926348U CN207017489U CN 207017489 U CN207017489 U CN 207017489U CN 201720926348 U CN201720926348 U CN 201720926348U CN 207017489 U CN207017489 U CN 207017489U
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- anticracking
- steel plate
- welded
- steel
- spacing
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Abstract
There is the reinforced prefabricated member of biasing hole wall for assembling steel building, first structure column and the second structural upright including splitting hole both sides, split hole top, middle part and bottom and both ends are respectively welded in three crossbeams on first structure column and the second structural upright, the spacing steel plate of the first anticracking on the inside of first structure column and the second structural upright is respectively welded, the spacing steel plate of the second anticracking of both sides above and below crossbeam is welded in by intermittent weld, pour edge sealing light-gauge steel section on the inside of the first collection material strip and collection material strip on the inside of the spacing steel plate of the first anticracking, pour the edge sealing light-gauge steel section above and below the collection flitch on crossbeam and collection flitch.The utility model, which can improve assembling type steel structure building, the efficiency of assembling of hole metope, reduce the steel member installation and building wall work of job site, difficulty of construction is reduced, improves the support strength and weight capacity of hole column, and system solves the problem of Cracking of steel building wall.
Description
Technical field
Structural engineering technical field is the utility model is related to, it is specially a kind of to be applied to what assembling type steel structure was built
Assembled wall body construction technical field of structures.
Background technology
In the country that ' S Steel Industry is ripe, accounting of the steel construction in building structure is generally more than 40%, and mesh
Preceding China uses the building accounting only 6% of steel construction.The high energy consumption of reinforced concrete structure, waste of resource, field labor be intensive,
The problems such as bringing great pressure to ecological environment needs China badly and world architecture industry solves.Steel construction is that preferable green is built
Product is built, anti-seismic performance is extremely superior.Steel construction is used for dwelling house system, gives full play to the characteristic of Steel Structure Industry, and it is full
The functional requirement of sufficient residential housing, it is an extremely important and urgent job.
Steel building is primarily present problems with present：(1) the steel-frame structure wall between all beams, post component on the whole
Body is rectangle, and the wall assembling to residential structure provides preferable execution conditions, but residence model is more different in nature, wall cloth
The features such as putting irregularities exists so as to limit frame structure so that frame column net is difficult to the Lateral Resistant System to form modular system
Application in residential housing, the high wall body construction of standardization level can not be more formed, steel-frame structure rigidity is relatively low in addition.
(2) current connection joints of steel structure constrains the application of small-sized steel core concrete column.Currently used connecting node is in steel
The position that post corresponds to flange of beam sets diaphragm plate, in order to facilitate the pouring of steel pipe column interior concrete, needs to set on dividing plate and is in the milk
Hole and air-vent, the diameter of grout hole are not preferably less than 150mm.In addition, in order to which the transmission of nodes domains internal force needs, grout hole is to dividing plate
Weakening can not be excessive, can not be too small which has limited the cross-sectional width of steel column, cross-sectional width is typically no less than 350~400mm.And
In steel building, excessive steel column section projection external corner can occur in the corner of each function room of house, influence room
Interior building uses function.Architectural design is wished structural elements being hidden in thickness of wall body, and this requires the steel that premises uses
Member section width control system is within 240mm.(3) although steel construction has higher industrialization attribute, with steel construction phase
Supporting wall industrialization degree is relatively low, and live wall assembly work amount is larger, and for there is the wall of diagonal brace, scene is applied
The problems such as work hardly possible, waste of material, crack treatment, is more prominent.
The content of the invention
The utility model provide it is a kind of be used for assemble steel building have biasing hole wall reinforced assembled structure
Part, it is therefore intended that on the premise of ensuring that steel building wall has sufficient intensity and rigidity, improve assembling type steel structure and build
The efficiency of assembling of hole metope is built, the steel member installation and building wall work of job site is reduced, reduces building wall, peace
Difficulty is filled, improves the support strength and weight capacity of hole column, and system solves the problem of Cracking of steel building wall.
The purpose of this utility model adopts the following technical scheme that realization：
There is the prefabricated member of biasing hole wall for assembling steel building, including be placed in the first of hole both sides
Structural upright and the second structural upright, split hole top, middle part and bottom and both ends be respectively welded in first structure column and
Three crossbeams in second structural upright, it is respectively welded on the inside of first structure column and the second structural upright by intermittent weld
The spacing steel plate of the first anticracking, be welded in by intermittent weld the spacing steel plate of the second anticracking of both sides above and below crossbeam, pour in
First on the inside of the spacing steel plate of the first anticracking of one structural upright collects material strip and collects edge sealing light-gauge steel section on the inside of material strip, pours in horizontal stroke
Edge sealing light-gauge steel section above and below collection flitch and collection flitch on beam；There is concrete in first structure column luminal perfusion；Described second
Structural upright, which includes two luminal perfusions being parallel to each other, being divided to post, being spaced one group be welded between two pieces points of posts for concrete
Transverse connection, in the diagonal brace being diagonally welded between adjacent two transverse connections, by intermittent weld it is welded in two pieces points
The spacing steel plate of the 3rd anticracking on the inside of post, be welded in by intermittent weld the spacing steel plate of the 4th anticracking above and below transverse connection,
The spacing steel plate of 5th anticracking on two inclined-planes above and below diagonal brace is welded in by intermittent weld, pours gathering materials between two pieces points of posts
Bar, the spacing steel plate one end of the 3rd anticracking are connected with the 4th spacing steel plate of anticracking by angle welding, and the other end and the 5th anticracking are spacing
Steel plate is connected by angle welding；First anticracking spacing steel plate of the both ends of edge sealing light-gauge steel section respectively with both sides leads to above and below collection flitch
Angle welding connection is crossed, the spacing steel plate of the first anticracking of the both ends of the spacing steel plate of the second anticracking respectively with both sides is connected by angle welding
Connect.
The utility model can be used for steel construction assembled architecture to have the assembling of biasing hole wall, and the utility model is truss
Formula structure wall, the difference of hole both sides stress when being biased according to hole on wall, in hole both sides using the vertical of different structure
Post, the good combination of steel building retaining wall and framework can be achieved, ensuring that steel building wall has sufficient intensity
On the premise of rigidity, building safe enough, the efficiency of assembling of assembling type steel structure building is improved, reduces the steel structure of job site
Part is installed and building wall work, reduces building wall, installation difficulty.The second set structural upright structural strength is high, knot
Structure consolidates, and can improve the support strength and weight capacity of the heavier side of hole load-bearing.The spacing steel plate system solution of set anticracking
Determine the problem of Cracking of steel building wall, the truss structure wall that beam column combines efficiently solves the collision-damage-prevention of wall salient angle
Problem.
Brief description of the drawings
Fig. 1 is stereogram of the present utility model；
Fig. 2 is elevation of the present utility model；
Fig. 3 is top view of the present utility model.
Embodiment
The steel building that is used to assemble as shown in Figure 1, Figure 2, Figure 3 shows has the reinforced assembled structure of biasing hole wall
Part, including the first structure column G1-1 for the hole both sides that are placed in and the second structural upright G1-2, split hole top, middle part and
Bottom and both ends are respectively welded in three crossbeam G2 on first structure column G1-1 and the second structural upright G1-2, pass through interruption
Weld seam is respectively welded the spacing steel plate G8 of the first anticracking on the inside of first structure column and the second structural upright, passes through intermittent weld
Be welded in crossbeam G2 up and down the spacing steel plate G9 of the second anticracking of both sides, pour the spacing steel plate of the first anticracking in first structure column
First on the inside of G8 collects material strip G4-1 and collects edge sealing light-gauge steel section G7 on the inside of material strip, pours in the collection flitch G6 on crossbeam and gather materials
Lower sealing edge light-gauge steel section G14 on plate；There is concrete G3 in first structure column G1-1 luminal perfusions；The second structural upright bag
Including two luminal perfusions being parallel to each other has concrete G3 one group of horizontal stroke for being divided to post G1-2-1, interval to be welded between two pieces points of posts
It is welded in connector G10, in the diagonal brace G5 being diagonally welded between adjacent two transverse connection G10, by intermittent weld
The spacing steel plate G11 of the 3rd anticracking on the inside of two pieces points of posts, be welded in by intermittent weld it is the 4th anti-above and below transverse connection G10
Spacing steel plate G12 is split, the spacing steel plate G13 of the 5th anticracking on two inclined-planes above and below diagonal brace G5 is welded in by intermittent weld, is poured
Collection material strip G4 between two pieces points of posts, the spacing steel plate G11 one end of the 3rd anticracking pass through fillet welding with the spacing steel plate G12 of the 4th anticracking
Seam connection, the other end are connected with the spacing steel plate G13 of the 5th anticracking by angle welding；Collect edge sealing light-gauge steel section G14 above and below flitch
Both ends are connected with the spacing steel plate G8 of first anticracking on both sides by angle welding respectively, the spacing steel plate G9 of the second anticracking both ends difference
It is connected with the spacing steel plate G8 of first anticracking on both sides by angle welding.
Collection flitch G6 of the present utility model pouring moldings when component factory produces component, component is in construction site
After rigging out, finally in first structure column G1-1 and the second structural upright G1-2 luminal perfusion concrete.This practicality is new
Type can be made into series standard part, have biasing hole (such as the door or window not being centrally located) for assembling steel building
Metope.The utility model has considered component installation, wall pours, crack treatment, wall salient angle anticollision the problems such as, ensuring
On the premise of steel building wall has sufficient intensity and rigidity, improving assembling type steel structure building has the dress of hole metope
With efficiency, the steel member installation and building wall work of job site are reduced, reduces building wall, installation difficulty, and Solutions of Systems
The certainly problem of Cracking of steel building wall.
Claims (1)
1. there is the reinforced prefabricated member of biasing hole wall for assembling steel building, it is characterised in that including splitting
First structure column (G1-1) and the second structural upright (G1-2) in hole both sides, split hole top, middle part and bottom and
Both ends are respectively welded in three crossbeams (G2) on first structure column (G1-1) and the second structural upright (G1-2), pass through interruption
Weld seam is respectively welded the spacing steel plate of the first anticracking (G8) on the inside of first structure column and the second structural upright, passes through intermittent weld
Seam weld be connected to crossbeam (G2) up and down the spacing steel plate of the second anticracking (G9) of both sides, pour in first structure column the first anticracking limit
First on the inside of position steel plate (G8) collects edge sealing light-gauge steel section (G7) on the inside of material strip (G4-1) and collection material strip, pours in the collection on crossbeam
Edge sealing light-gauge steel section (G14) above and below flitch (G6) and collection flitch；There is concrete in first structure column (G1-1) luminal perfusion
(G3)；Second structural upright include two luminal perfusions being parallel to each other have concrete (G3) divide post (G1-2-1),
Every be welded in two one group be divided between post transverse connections (G10), in being diagonally welded in adjacent two transverse connections (G10)
Between diagonal brace (G5), be welded in by intermittent weld on the inside of two pieces points of posts the 3rd spacing steel plate of anticracking (G11), pass through interruption
Weld seam is welded in upper and lower the 4th spacing steel plate of anticracking (G12) of transverse connection (G10), is welded in diagonal brace by intermittent weld
(G5) up and down the 5th spacing steel plate of anticracking (G13) on two inclined-planes, pour collection material strip (G4-2) between two pieces points of posts, the 3rd
The spacing steel plate of anticracking (G11) one end is connected with the 4th spacing steel plate of anticracking (G12) by angle welding, and the other end and the 5th anticracking limit
Position steel plate (G13) is connected by angle welding；The both ends for collecting edge sealing light-gauge steel section (G14) above and below flitch are anti-with the first of both sides respectively
Split spacing steel plate (G8) to connect by angle welding, the both ends of the spacing steel plate of the second anticracking (G9) limit with first anticracking on both sides respectively
Position steel plate (G8) is connected by angle welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720926348.2U CN207017489U (en) | 2017-07-28 | 2017-07-28 | There is the reinforced prefabricated member of biasing hole wall for assembling steel building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720926348.2U CN207017489U (en) | 2017-07-28 | 2017-07-28 | There is the reinforced prefabricated member of biasing hole wall for assembling steel building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207017489U true CN207017489U (en) | 2018-02-16 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720926348.2U Expired - Fee Related CN207017489U (en) | 2017-07-28 | 2017-07-28 | There is the reinforced prefabricated member of biasing hole wall for assembling steel building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207017489U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080430A (en) * | 2019-06-12 | 2019-08-02 | 杭州森武科技有限公司 | A kind of light steel house load bearing wall of gypsum base polystyrene filler material |
| CN111764726A (en) * | 2020-07-28 | 2020-10-13 | 西安建筑科技大学 | Lattice column type door-shaped lateral force resisting support frame |
-
2017
- 2017-07-28 CN CN201720926348.2U patent/CN207017489U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080430A (en) * | 2019-06-12 | 2019-08-02 | 杭州森武科技有限公司 | A kind of light steel house load bearing wall of gypsum base polystyrene filler material |
| CN111764726A (en) * | 2020-07-28 | 2020-10-13 | 西安建筑科技大学 | Lattice column type door-shaped lateral force resisting support frame |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180216 Termination date: 20200728 |
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| CF01 | Termination of patent right due to non-payment of annual fee |