CN207277614U - A kind of assembled steel plate concrete combined shear wall flat shape piecing connection structure - Google Patents
A kind of assembled steel plate concrete combined shear wall flat shape piecing connection structure Download PDFInfo
- Publication number
- CN207277614U CN207277614U CN201721241144.1U CN201721241144U CN207277614U CN 207277614 U CN207277614 U CN 207277614U CN 201721241144 U CN201721241144 U CN 201721241144U CN 207277614 U CN207277614 U CN 207277614U
- Authority
- CN
- China
- Prior art keywords
- wall
- steel plate
- lower wall
- bolt hole
- connection structure
- Prior art date
- 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.)
- Active
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a kind of assembled steel plate concrete combined shear wall flat shape piecing connection structure, including upper wall, lower wall, the splicing seams between the upper wall and lower wall are yi word pattern plane connected structure；In upper wall and the cohesive end of lower wall, bolt hole array of the cross direction profiles in yi word pattern arrangement or waveform fluctuating arrangement is extended through, is coordinated by connector and bolt hole array, upper wall is connected with lower wall and is fixedly connected.Relative to traditional welding procedure, if this connection structure is formed using two pieces of strip connecting plates and bolt stem；It can at the construction field (site) operate, easy to assemble, be bolted also more more convenient than the control of site welding quality；And it is completely embedded, stress performance is good, endurance, and anti-seismic performance is good, can directly bear dynamic load, ensure that the globality of connecting elements.Its faying face can transmit pressure, shearing and moment of flexure, both is effectively connected as a single entity.
Description
Technical field
It the utility model is related to the connection structure between building element, more particularly to a kind of assembling steel plate Combined concrete
Shear wall flat shape piecing connection structure.
Background technology
It is Economic Development Mode Conversion and Resources for construction economizing type, environment with the fast development of China's economy and science and technology
Friendly society, government and building trade actively promote modern architecture industrialization, and assembly of integral shearing wall structure is with its height
The approval of building trade has gradually been won in mechanization, factorial construction pattern.At the same time, China is world steel yield maximum
Country.2016, Chinese steel yield ranked first in the world up to 1,100,000,000 tonnages.Output of steel surplus not only have impact on national economy
Development, and cause the waste of resource.How superfluous steel rationally to be utilized, have become national significant development strategy
One.
Steel are a kind of good materials of ductility, and steel structure member has the advantages that intensity is high, light-weight and speed of application is fast.
Steel plate concrete combined shear wall can give full play to the advantage that concrete structure anti-side rigidity is big and steel construction ductility is good, avoid
The shortcomings of reinforced concrete shear wall structure ductility is poor, energy consumption difference and steel construction lateral resistant ability are weak, easy local buckling, it is more mixed than common
Solidifying soil shear wall has the bearing capacity of higher and more preferable ductility.
However, traditional steel plate concrete combined shear wall is at the construction field (site) by welded and installed operating aspect, also there are one
A little shortcomings：1. difficulty of construction is big, high to site operation personnel requirement；2. the contamination class produced in welding process is more, to environment
And the harm of personnel is big；3. welding often leads to welding joint structure and performance change, residual stress and deformation are produced, is such as controlled
The improper quality that can seriously affect structural elements, declines the bearing capacity of structure；These largely constrain assembling
The development of formula steel plate concrete combined shear wall.On the premise of ensureing that shear wall quality of connection meets related specifications, optimization peace
Dress technique is particularly important.
The content of the invention
The purpose of the utility model is to overcome the shortcomings that the above-mentioned prior art and deficiency, there is provided a kind of assembling steel plate mixes
Solidifying local soil type combination shearing wall flat shape piecing connection structure.The utility model simple structure, excellent earthquake resistance, install convenient are high
Effect, energy conservation and environmental protection.
The utility model is achieved through the following technical solutions：
A kind of assembled steel plate concrete combined shear wall flat shape piecing connection structure, including upper wall 1, lower wall 2,
Splicing seams between the upper wall 1 and lower wall 2 are yi word pattern plane connected structure；In being connected for upper wall 1 and lower wall 2
End, extend through cross direction profiles in yi word pattern arrangement or waveform rise and fall arrangement bolt hole array 3, by connector with
Bolt hole array 3 coordinates, and upper wall 1 is connected with lower wall 2 and is fixedly connected；
The connector includes two pieces of strip connecting plates 4 and multiple bolts 5 are formed；It is distributed with the strip connecting plate 4
Rise and fall the articulation hole array arranged with 3 corresponding two rows of bolt hole array in yi word pattern arrangement or waveform, by two
Block strip connecting plate 4 is respectively placed in the cohesive end both sides of wall 1 and lower wall 2, and makes each through hole and spiral shell of articulation hole array
Each bolt hole of keyhole array 3 corresponds to, and is fixed through bolt 5, in the common of two pieces of strip connecting plates 4 and multiple bolts 5
Under effect, upper wall 1 is connected with lower wall 2 and is fixedly connected.
The length and upper wall 1 and lower wall 2 of two pieces of strip connecting plates 4 are isometric；Two pieces of strip connecting plates 4 use steel
Plate, its intensity and thickness are all higher than the intensity and thickness of the firm plate 6 of wall.
The bolt hole aperture d of the bolt hole array 30It is bigger 1.0mm~1.5mm than the screw diameter d of bolt.
The bolt hole aperture center spacing maximum permissible distances are 8d0Or 12t, wherein t are steel plate thickness；Minimum is allowed
Distance is 3d0；
The supreme wall 1 of bolt hole aperture center and the Edge Distance maximum permissible distances of the cohesive end of lower wall 2 are 4d0Or
8t, wherein t are steel plate thickness；Allowable minimum distance is 2d0。
The upper wall 1 and lower wall 2 are prefabricated steel shear wall, it includes the firm plate 6 of wall and the firm plate 6 of wall
The spaced steel plate 7 that is longitudinally continuous in side that pours form；Longitudinal stiffener 8 and horizontal stroke are provided between steel plate 7 is longitudinally continuous
To ribbed stiffener 9；Casting concrete in the gap formed between steel plate 7, longitudinal stiffener 8, transverse stiffener 9 is being longitudinally continuous,
Form prefabricated steel shear wall.The depth for being longitudinally continuous steel plate 7 is more than the depth of longitudinal stiffener 8 and transverse stiffener 9
Degree.
The utility model is had the following advantages and effect relative to the prior art：
Relative to reinforced concrete shear wall, compound shear wall has rigidity big, high capacity and the energy dissipation capacity strong etc. excellent
Point, compound shear wall still has good ductility and energy dissipation capacity under larger relative storey displacement；The thickness of compound shear wall is bright
It is aobvious to be less than reinforced concrete shear wall, it can effectively mitigate dead load, reduce basis burden, increase building usable floor area, carries
High economic benefit.
Bound relative to traditional shear wall structure construction by reinforcing bar, formwork erection, concreting form, assembling steel plate
The steel plate wall of combined concrete shear wall switchs to plant produced, largely reduces on-site construction processes and building template
Spillage of material, efficiency are greatly improved and reduce the generation of building waste, energy-saving and emission-reduction remarkable benefit.
Relative to traditional welding procedure, if the connection structure of the utility model uses two pieces of strip connecting plates and bolt stem
Form；It can at the construction field (site) operate, easy to assemble, be bolted also more more convenient than the control of site welding quality；And its
It is completely embedded, stress performance is good, endurance, and anti-seismic performance is good, can directly bear dynamic load, ensure that the entirety of connecting elements
Property.Its faying face can transmit pressure, shearing and moment of flexure, both is effectively connected as a single entity.
The utility model has extended through cross direction profiles in yi word pattern arrangement or waveform in the cohesive end of upper and lower wall
Rise and fall the bolt hole array arranged, is coordinated by connector and bolt hole array, and the linking of upper and lower wall is fixedly connected；Using this
The continuous waveform bolt hole array for height undulations of interlocking is planted, improves anti-shear performance.Splicing seams use yi word pattern
Plane connected structure, it is simple with technique, and match somebody with somebody easy to the lifting of upper and lower wall with standard so that construction is more convenient.
The utility model technological means is simple and easy to do, has high construction efficiency, quality height, pollution is low, intensity is high, structure is whole
The a series of advantages such as body is good.
Brief description of the drawings
Fig. 1 is that the assembling of the utility model assembled steel plate concrete combined shear wall flat shape piecing connection structure is illustrated
Figure.
Fig. 2 is wall body structure schematic diagram above and below the utility model.
Fig. 3 is the internal framework schematic diagram before the upper and lower wall of the utility model pours.
Embodiment
The utility model is more specifically described in detail with reference to specific embodiment.
Embodiment
As described in Fig. 1 to 3, the utility model discloses a kind of assembled steel plate concrete combined shear wall flat shape piece
Connection structure, including upper wall 1, lower wall 2, the splicing seams between the upper wall 1 and lower wall 2 are connected for yi word pattern plane
Structure；In upper wall 1 and the cohesive end of lower wall 2, cross direction profiles are extended through and have risen and fallen in yi word pattern arrangement or waveform
The bolt hole array 3 of arrangement, is coordinated by connector and bolt hole array 3, and upper wall 1 is connected with lower wall 2 and is fixedly connected.
The connector includes two pieces of strip connecting plates 4 and multiple bolts 5 are formed；It is distributed with the strip connecting plate 4
Rise and fall the articulation hole array arranged with 3 corresponding two rows of bolt hole array in yi word pattern arrangement or waveform, by two
Block strip connecting plate 4 is respectively placed in the cohesive end both sides of wall 1 and lower wall 2, and makes each through hole and spiral shell of articulation hole array
Each bolt hole of keyhole array 3 corresponds to, and is fixed through bolt 5, in the common of two pieces of strip connecting plates 4 and multiple bolts 5
Under effect, upper wall 1 is connected with lower wall 2 and is fixedly connected.
The length and upper wall 1 and lower wall 2 of two pieces of strip connecting plates 4 are isometric；Two pieces of strip connecting plates 4 use steel
Plate, its intensity and thickness are all higher than the intensity and thickness of the firm plate 6 of wall.
The bolt hole aperture d of the bolt hole array 30It is bigger 1.0mm~1.5mm than the screw diameter d of bolt.
The bolt hole aperture center spacing maximum permissible distances are 8d0Or 12t, wherein t are steel plate thickness；Minimum is allowed
Distance is 3d0；
The supreme wall 1 of bolt hole aperture center and the Edge Distance maximum permissible distances of the cohesive end of lower wall 2 are 4d0Or
8t, wherein t are steel plate thickness；Allowable minimum distance is 2d0。
The upper wall 1 and lower wall 2 are prefabricated steel shear wall, it includes the firm plate 6 of wall and the firm plate 6 of wall
The spaced steel plate 7 that is longitudinally continuous in side that pours form；Longitudinal stiffener 8 and horizontal stroke are provided between steel plate 7 is longitudinally continuous
To ribbed stiffener 9；Casting concrete in the gap formed between steel plate 7, longitudinal stiffener 8, transverse stiffener 9 is being longitudinally continuous,
Form prefabricated steel shear wall.
As described above, it can preferably realize the utility model.
The embodiment of the utility model is simultaneously not restricted to the described embodiments, other are any without departing from the utility model
Spirit Essence with made under principle change, modification, replacement, combine, simplification, should be equivalent substitute mode, be included in
Within the scope of protection of the utility model.
Claims (5)
- A kind of 1. assembled steel plate concrete combined shear wall flat shape piecing connection structure, it is characterised in that：Including upper wall (1), lower wall (2), the splicing seams between the upper wall (1) and lower wall (2) are yi word pattern plane connected structure；In Shang Qiang Body (1) and the cohesive end of lower wall (2), extend through spiral shell of the cross direction profiles in yi word pattern arrangement or waveform fluctuating arrangement Keyhole array (3), is coordinated by connector and bolt hole array (3), upper wall (1) is connected with lower wall (2) and is fixedly connected；The connector includes two pieces of strip connecting plates (4) and multiple bolts (5) are formed；It is distributed on the strip connecting plate (4) There is the articulation hole array for the arrangement that rises and falls with bolt hole array (3) corresponding two rows in yi word pattern arrangement or waveform, Two pieces of strip connecting plates (4) are respectively placed in the cohesive end both sides of upper wall (1) and lower wall (2), and make articulation hole array Each through hole is corresponding with each bolt hole of bolt hole array (3), is fixed through bolt (5), in two pieces of strip connecting plates (4) and Under the collective effect of multiple bolts (5), upper wall (1) is connected with lower wall (2) and is fixedly connected.
- 2. assembled steel plate concrete combined shear wall flat shape piecing connection structure according to claim 1, its feature exists In：The length of two pieces of strip connecting plates (4) and upper wall (1) and lower wall (2) are isometric；Two pieces of strip connecting plates (4) are adopted With steel plate, its intensity and thickness are all higher than the intensity and thickness of the firm plate of wall (6).
- 3. assembled steel plate concrete combined shear wall flat shape piecing connection structure according to claim 2, its feature exists In：The upper wall (1) and lower wall (2) are prefabricated steel shear wall, it includes the firm plate of wall (6) and the firm plate of wall (6) the spaced steel plate (7) that is longitudinally continuous in side that pours is formed；Longitudinal direction is provided between steel plate (7) is longitudinally continuous to put more energy into Rib (8) and transverse stiffener (9)；It is being longitudinally continuous what is formed between steel plate (7), longitudinal stiffener (8), transverse stiffener (9) Casting concrete in gap, forms prefabricated steel shear wall；The depth for being longitudinally continuous steel plate (7) is more than longitudinal stiffener (8) and transverse stiffener (9) depth.
- 4. assembled steel plate concrete combined shear wall flat shape piecing connection structure according to claim 1, its feature exists In：The bolt hole aperture d of the bolt hole array (3)0It is bigger 1.0mm~1.5mm than the screw diameter d of bolt.
- 5. assembled steel plate concrete combined shear wall flat shape piecing connection structure according to claim 4, its feature exists In：The bolt hole aperture center spacing maximum permissible distances are 8d0Or 12t, wherein t are steel plate thickness；Allowable minimum distance For 3d0；The supreme wall of bolt hole aperture center (1) and the Edge Distance maximum permissible distances of the cohesive end of lower wall (2) are 4d0Or 8t, wherein t are steel plate thickness；Allowable minimum distance is 2d0。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721241144.1U CN207277614U (en) | 2017-09-26 | 2017-09-26 | A kind of assembled steel plate concrete combined shear wall flat shape piecing connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721241144.1U CN207277614U (en) | 2017-09-26 | 2017-09-26 | A kind of assembled steel plate concrete combined shear wall flat shape piecing connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207277614U true CN207277614U (en) | 2018-04-27 |
Family
ID=61983156
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721241144.1U Active CN207277614U (en) | 2017-09-26 | 2017-09-26 | A kind of assembled steel plate concrete combined shear wall flat shape piecing connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207277614U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108505647A (en) * | 2018-05-29 | 2018-09-07 | 华侨大学 | A kind of prefabricated assembled profiled sheet concrete shear force wall and its construction method |
| CN110374014A (en) * | 2019-08-09 | 2019-10-25 | 黄河勘测规划设计研究院有限公司 | Big span continuous beam UHPC column construction method |
-
2017
- 2017-09-26 CN CN201721241144.1U patent/CN207277614U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108505647A (en) * | 2018-05-29 | 2018-09-07 | 华侨大学 | A kind of prefabricated assembled profiled sheet concrete shear force wall and its construction method |
| CN110374014A (en) * | 2019-08-09 | 2019-10-25 | 黄河勘测规划设计研究院有限公司 | Big span continuous beam UHPC column construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207277570U (en) | A kind of assembled steel plate concrete combined shear wall concave-convex piecing connection structure | |
| CN101555721B (en) | Multi-chamber type steel tube concrete special-shaped column | |
| CN201972268U (en) | Combined shear wall of steel pipe concrete columns and double steel plates | |
| CN105297978A (en) | Prefabricated assembled type steel-concrete combined beam connected through bolt nails | |
| CN108049633A (en) | A kind of precast concrete concrete frame joint construction method | |
| CN205242773U (en) | Adopt prefabricated assembled steel - concrete combination beam of cant chisei connection | |
| CN109667354B (en) | Vertical energy dissipation seam connecting device of assembled shear force wall | |
| CN106193435B (en) | A kind of antinode core plate precast concrete assembled composite wall | |
| CN103266720A (en) | Combination beam with steel beam and belly poured with concrete | |
| CN206873730U (en) | A kind of steel bar truss floor structure | |
| CN106869567A (en) | A kind of energy-dissipating type cold-formed thin-walled steel pipe concrete Lateral Resistant System | |
| CN207277614U (en) | A kind of assembled steel plate concrete combined shear wall flat shape piecing connection structure | |
| CN202430876U (en) | Floor system with structure of steel and concrete precast slabs | |
| CN207277571U (en) | A kind of assembled steel plate concrete combined shear wall zigzag piecing connection structure | |
| CN203096926U (en) | Novel substructure module type prefabricated assembled frame structure | |
| CN203821596U (en) | Assembled house system built by prefabricated slabs | |
| CN203080799U (en) | Coupling beam combining steel plates and high-strength concrete | |
| CN203334423U (en) | Rebar joint structure of prefabricated stacked balcony slab and main body | |
| CN102003030A (en) | Prefabricated coal gangue concrete hollow shear wallboard | |
| CN207003719U (en) | A kind of prefabricated steel faced wall with steel bar girder | |
| CN206829372U (en) | A kind of prefabricated buildings steel construction based on light gauge cold-formed steel shape | |
| CN109339244B (en) | Prefabricated plate and shear wall connection structure and construction method | |
| CN201581528U (en) | Fully-prefabricated assembled concrete floor system | |
| CN203977692U (en) | A kind of steel pipe bundle combined structure system for industrialization residential building | |
| CN202401384U (en) | Ballasting structure of steel-truss cable-stayed bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |