CN108005260A - A kind of assembling steel plate shear wall and its manufacture method - Google Patents
A kind of assembling steel plate shear wall and its manufacture method Download PDFInfo
- Publication number
- CN108005260A CN108005260A CN201810004409.9A CN201810004409A CN108005260A CN 108005260 A CN108005260 A CN 108005260A CN 201810004409 A CN201810004409 A CN 201810004409A CN 108005260 A CN108005260 A CN 108005260A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- newel post
- middle steel
- steel
- nut
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 163
- 239000010959 steel Substances 0.000 title claims abstract description 163
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 14
- 238000000034 method Methods 0.000 title claims description 14
- 239000004567 concrete Substances 0.000 claims abstract description 20
- 239000004570 mortar (masonry) Substances 0.000 claims description 6
- 239000000843 powder Substances 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/025—Structures with concrete columns
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The present invention relates to a kind of assembling steel plate shear wall, including：First steel newel post,Second steel newel post,First middle steel plate,Second middle steel plate,First precast slab and the second precast slab,Several first bolt box roads are equipped with first precast slab and the first nut reserves groove,Several second bolt box roads are equipped with first middle steel plate,Several 3rd bolt box roads are equipped with second middle steel plate,Several 4th bolt box roads are equipped with second precast slab and the second nut reserves groove,Split bolt passes through the first bolt box road,Second bolt box road,Fixation is simultaneously realized in 3rd bolt box road and the 4th bolt box road by nut,The first steel newel post in the second steel newel post with being cast with end concrete,Intermediate concrete is cast between first middle steel plate and the second middle steel plate,So as to realize industrialized production,Substantially increase efficiency of assembling.
Description
【Technical field】
The present invention relates to building field, more particularly to a kind of assembling steel plate shear wall and its manufacture method.
【Background technology】
Shear wall is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall.Wind load is primarily subjected in house or structures or earthquake is made
With caused horizontal loading and the wall of vertical load (gravity), prevent structure shear (being cut) from destroying.Also known as seismic structural wall, earthquake resistant wall, generally
Made with armored concrete.In the prior art, shear wall is usually by construction worker's cast-in-site, often faces construction period
The problems such as long, environmental pollution is seriously, windrow place is big, construction personnel is short.
Therefore, it is necessary to provide a kind of assembling steel plate shear wall and its manufacture method for solving above-mentioned technical problem.
【The content of the invention】
To solve the above problems, it is an object of the invention to provide the assembled steel that a kind of shock resistance is good, efficiency of assembling is high
Plate shear wall and its manufacture method.
To achieve the above object, the technical solution taken of the present invention is：A kind of assembling steel plate shear wall, including：First
Steel newel post, the second steel newel post and the first middle steel plate being welded between the first steel newel post and the second steel newel post and the second middle steel
Plate, the outside of first middle steel plate are equipped with the first precast slab, and the outside of second middle steel plate is equipped with second
Precast slab, first precast slab is interior to be equipped with several first bolt box roads, and first bolt is reserved
Free powder end of the duct close to outside reserves groove equipped with the first nut, and several second spiral shells are equipped with first middle steel plate
Bolt reserving hole channel, is equipped with several 3rd bolt box roads in second middle steel plate, in second precast slab
Equipped with several 4th bolt box roads, free powder end of the 4th bolt box road close to outside is equipped with the second nut
Reserved groove, split bolt pass through the first bolt box road, the second bolt box road, the 3rd bolt box road and the 4th
Fixation is simultaneously realized in bolt box road by nut, and end concrete is cast with the first steel newel post and the second steel newel post,
Intermediate concrete is cast between first middle steel plate and the second middle steel plate.
Preferably, a kind of assembling steel plate shear wall in the present invention is further arranged to：First middle steel plate with
Second middle steel plate is set in parallel.
Preferably, a kind of assembling steel plate shear wall in the present invention is further arranged to：First middle steel plate,
Welded between two middle steel plates and the first steel newel post, the second steel newel post using butt groove weld.
Preferably, a kind of assembling steel plate shear wall in the present invention is further arranged to：The first steel newel post and
The cross section of two steel newel posts is set in H-type.
Preferably, a kind of assembling steel plate shear wall in the present invention is further arranged to：First nut is reserved recessed
Groove and the second nut are reserved in groove and are filled with mortar.
To achieve the above object, another technical solution for taking of the present invention is：A kind of manufacture of assembling steel plate shear wall
Method, includes the following steps：A) the first middle steel plate, the second middle steel plate are welded in the first steel newel post and the second steel end first
Between column；B) precast slab is then made, the size of precast slab is less than splicing spot size 3-5mm, and pre-
Bolt box road is reserved in the slow concrete board of system and nut reserves groove；C) and then by one of precast slab it is installed on
Another piece of precast slab, is installed on the outside of the second middle steel plate, by right after installation by the outside of the first middle steel plate
Draw bolt and nut that two pieces of precast slabs link together with the first middle steel plate and the second middle steel plate；D) it is finally right
Connection seam crossing and nut reserve groove filling mortar, and to pouring into a mould end coagulation in the first steel newel post and the second steel newel post
Soil, pours into a mould intermediate concrete, to form final wall to the intermediate region between the first middle steel plate and the second middle steel plate
Unit.
Preferably, a kind of manufacture method of assembling steel plate shear wall in the present invention is further arranged to：In above-mentioned step
In rapid a, butt groove weld is used between first middle steel plate, the second middle steel plate and the first steel newel post, the second steel newel post
Welded, first middle steel plate is set in parallel with the second middle steel plate after welding.
Compared with prior art, the present invention has the advantages that：Compared to traditional concrete shear force wall, the present invention
In assembling steel plate ductility of sheer wall it is good, energy dissipation capacity is strong, anti-seismic performance is superior, size and dead weight it is all smaller, add reality
With property, and can be high with industrialized production, assembly rate；By setting nut to reserve groove on precast slab, can make pair
The head and nut non protruding from wall, wall surface levelling for drawing bolt save process without after-treatment；By by precast concrete
Plate is arranged at the outside of middle steel plate, middle steel plate is coated in, improve the fire resistance of shear wall.
【Brief description of the drawings】
Fig. 1 is the main structure diagram of assembling steel plate shear wall in the present invention.
Fig. 2 is the schematic cross-sectional view of assembling steel plate shear wall in the present invention.
Fig. 3 is the structure diagram of the first precast slab in the present invention.
In figure：1st, the first steel newel post, the 2, second steel newel post, the 3, first middle steel plate, the 30, second bolt box road, 4,
Second middle steel plate, the 40, the 3rd bolt box road, the 5, first precast slab, the 50, first bolt box road, 51,
One nut reserves groove, the 6, second precast slab, the 60, the 4th bolt box road, and the 61, second nut reserves groove, 7,
Split bolt, 70,71, nut, 8, end concrete, 9, intermediate concrete.
【Embodiment】
A kind of assembling steel plate shear wall of the present invention and its manufacture method are made below by specific embodiment into
The detailed description of one step.
Join shown in Fig. 1 to Fig. 3, a kind of assembling steel plate shear wall, including：First steel newel post 1, the second steel newel post 2, first
3 and second middle steel plate 4 of middle steel plate, the cross section of the 1 and second steel newel post 2 of the first steel newel post is set in H-type, described
One end of first middle steel plate 3 is welded with the first steel newel post 1 by butt groove weld, first middle steel plate 3 it is another
One end is welded with the second steel newel post 2 by butt groove weld, one end of second middle steel plate 4 and the first steel newel post 1
Welded by butt groove weld, the other end of second middle steel plate 4 and the second steel newel post 2 by butt groove weld into
Row welding, the first middle steel plate 3 is set in parallel with the second middle steel plate 4 after welding.
The outside of first middle steel plate 3 is equipped with the first precast slab 5, the outside of second middle steel plate 4
Equipped with the second precast slab 6, several evenly arranged first bolt box are equipped with first precast slab 5
Road 50, free powder end of the first bolt box road 50 close to outside reserve groove 51 equipped with the first nut, and described
Several evenly arranged second bolt box roads 30 are equipped with one middle steel plate 3, are equipped with second middle steel plate 4 several
Evenly arranged 3rd bolt box road 40, second precast slab 6 is interior to be equipped with several evenly arranged 4th spiral shells
Bolt reserving hole channel 60, free powder end of the 4th bolt box road 60 close to outside reserve groove equipped with the second nut
61, split bolt 7 sequentially passes through the first bolt box road 50, the second bolt box road 30, the 3rd bolt box road 40
And the 4th bolt box road 60 and by nut 70,71 realize fix, after installation with split bolt 7 it is matched one of them
Nut 70 is contained in the first nut and reserves in groove 51, and the second spiral shell is contained in another the matched nut 71 of split bolt 7
Cap is reserved in groove 61, and first nut, which is reserved 51 and second nut of groove and reserved, is filled with mortar in groove 61, so as to
Make nut non protruding from wall, wall surface levelling saves process, the 1 and second steel newel post 2 of the first steel newel post without after-treatment
End concrete eight is inside cast with, intermediate concrete 9 is cast between 3 and second middle steel plate 4 of the first middle steel plate.
A kind of manufacture method of assembling steel plate shear wall, includes the following steps：A) first by butt groove weld by
One middle steel plate, the second middle steel plate are welded between the first steel newel post and the second steel newel post, the first middle steel after welding
Plate is set in parallel with the second middle steel plate；B) precast slab is then made, the size of precast slab is less than splicing
Spot size 3-5mm, and groove is reserved in reserved bolt box road and nut in prefabricated slow concrete board；C) and then will wherein one
Block precast slab is installed on the outside of the first middle steel plate, and another piece of precast slab is installed on the second middle steel plate
Outside, by split bolt and nut by two pieces of precast slabs and the first middle steel plate and the second middle steel plate after installation
Link together；D) groove filling mortar is finally reserved to connection seam crossing and nut, and to the first steel newel post and the second steel
End concrete is poured into a mould in newel post, to coagulation among the intermediate region cast between the first middle steel plate and the second middle steel plate
Soil, to form final wall element.
In conclusion assembling steel plate ductility of sheer wall in the present invention is good, energy dissipation capacity is strong, anti-seismic performance is superior, ruler
Very little and dead weight is all smaller, adds practicality, and can be high with industrialized production, assembly rate；By on precast slab
Set nut to reserve groove, head and the nut non protruding from wall of split bolt can be made, wall surface levelling is saved without after-treatment
Process；By the way that precast slab to be arranged to the outside of middle steel plate, middle steel plate is coated in, improve shear wall
Fire resistance.
The principles and effects of the invention, and the implementation that part uses only is illustrated in the above embodiments
Example, not for the limitation present invention；It should be pointed out that for those of ordinary skill in the art, wound of the present invention is not being departed from
On the premise of making design, various modifications and improvements can be made, these belong to protection scope of the present invention.
Claims (7)
- A kind of 1. assembling steel plate shear wall, it is characterised in that including：First steel newel post, the second steel newel post and it is welded in first The first middle steel plate and the second middle steel plate between steel newel post and the second steel newel post, the outside of first middle steel plate are equipped with First precast slab, the outside of second middle steel plate are equipped with the second precast slab, first concrete Be equipped with several first bolt box roads in native plate, the first bolt box road close to outside free powder end equipped with the One nut reserves groove, is equipped with several second bolt box roads in first middle steel plate, in second middle steel plate Equipped with several 3rd bolt box roads, several 4th bolt box roads are equipped with second precast slab, it is described Free powder end of the 4th bolt box road close to outside reserves groove equipped with the second nut, and split bolt passes through the first bolt Reserving hole channel, the second bolt box road, the 3rd bolt box road and the 4th bolt box road are simultaneously realized solid by nut Fixed, the first steel newel post in the second steel newel post with being cast with end concrete, first middle steel plate and the second middle steel Intermediate concrete is cast between plate.
- A kind of 2. assembling steel plate shear wall as claimed in claim 1, it is characterised in that：First middle steel plate and second Middle steel plate is set in parallel.
- A kind of 3. assembling steel plate shear wall as claimed in claim 1, it is characterised in that：First middle steel plate, second Welded between middle steel plate and the first steel newel post, the second steel newel post using butt groove weld.
- A kind of 4. assembling steel plate shear wall as claimed in claim 1, it is characterised in that：The first steel newel post and the second steel The cross section of newel post is set in H-type.
- A kind of 5. assembling steel plate shear wall as claimed in claim 1, it is characterised in that：First nut reserve groove and Second nut is reserved in groove and is filled with mortar.
- A kind of 6. manufacture method of assembling steel plate shear wall, it is characterised in that：Include the following steps：A) the first middle steel plate, the second middle steel plate are welded between the first steel newel post and the second steel newel post first；B) precast slab is then made, the size of precast slab is less than splicing spot size 3-5mm, and prefabricated slow Bolt box road is reserved in concrete board and nut reserves groove；C) outside of the first middle steel plate and then by one of precast slab is installed on, by another piece of precast slab The outside of the second middle steel plate is installed on, by split bolt and nut by among two pieces of precast slabs and first after installation Steel plate and the second middle steel plate link together；D) groove filling mortar is finally reserved to connection seam crossing and nut, and to being poured in the first steel newel post and the second steel newel post End concrete is noted, intermediate concrete is poured into a mould to the intermediate region between the first middle steel plate and the second middle steel plate, to be formed Final wall element.
- A kind of 7. manufacture method of assembling steel plate shear wall as claimed in claim 6, it is characterised in that：In above-mentioned steps a, Welded between first middle steel plate, the second middle steel plate and the first steel newel post, the second steel newel post using butt groove weld Connect, first middle steel plate is set in parallel with the second middle steel plate after welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810004409.9A CN108005260A (en) | 2018-01-03 | 2018-01-03 | A kind of assembling steel plate shear wall and its manufacture method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810004409.9A CN108005260A (en) | 2018-01-03 | 2018-01-03 | A kind of assembling steel plate shear wall and its manufacture method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108005260A true CN108005260A (en) | 2018-05-08 |
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ID=62049609
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810004409.9A Pending CN108005260A (en) | 2018-01-03 | 2018-01-03 | A kind of assembling steel plate shear wall and its manufacture method |
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| CN (1) | CN108005260A (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103410248A (en) * | 2013-08-23 | 2013-11-27 | 清华大学 | Internal stiffened composite steel plate shear wall connected through high-strength bolts |
| CN206784638U (en) * | 2017-01-23 | 2017-12-22 | 同济大学 | Include the prefabricated overlapped shear wall of steel plate |
| CN207892084U (en) * | 2018-01-03 | 2018-09-21 | 浙江绿筑集成科技有限公司 | A kind of assembling steel plate shear wall |
-
2018
- 2018-01-03 CN CN201810004409.9A patent/CN108005260A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103410248A (en) * | 2013-08-23 | 2013-11-27 | 清华大学 | Internal stiffened composite steel plate shear wall connected through high-strength bolts |
| CN206784638U (en) * | 2017-01-23 | 2017-12-22 | 同济大学 | Include the prefabricated overlapped shear wall of steel plate |
| CN207892084U (en) * | 2018-01-03 | 2018-09-21 | 浙江绿筑集成科技有限公司 | A kind of assembling steel plate shear wall |
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Application publication date: 20180508 |