CN206971864U - It is a kind of that there is shockproof light-duty residential system - Google Patents
It is a kind of that there is shockproof light-duty residential system Download PDFInfo
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- CN206971864U CN206971864U CN201720409455.8U CN201720409455U CN206971864U CN 206971864 U CN206971864 U CN 206971864U CN 201720409455 U CN201720409455 U CN 201720409455U CN 206971864 U CN206971864 U CN 206971864U
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- floor
- cold
- coupling beam
- forming section
- rolled forming
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Abstract
The utility model offer is a kind of to have shockproof light-duty residential system, including shear wall, coupling beam and floor concrete system；The shear wall is grouting steel plate shear force wall or framework grouting steel plate shear force wall；The coupling beam is buckling restrained brace coupling beam；Connected between the shear wall by coupling beam；The coplanar that the shear wall is formed with coupling beam is provided with floor concrete system；Waffle beam is provided at both ends with below the floor concrete system；The floor concrete system surrounding is provided with negative reinforcement.The utility model gives full play to the advantage of steel and concrete, sets damping coupling beam so that total shock resistance greatly promotes；Meanwhile industrialized processing, assembling, it can effectively shorten the duration, greatly reduce the steel content of flooring, total quality is light；Component processing is simple, and site operation speed is fast, reduces cost.
Description
Technical field
The utility model belongs to building, civil engineering technical field, and in particular to a kind of to have shockproof light-duty house system
System.
Background technology
At present, in domestic steel structure technique, structural system still sinks into conventional bracing members-frame system, steel framework
Frame-concrete core cylinder system, steel frame-steel plate shear force wall system etc., there is structural steel in above-mentioned existing steel structure system
The deficiencies of amount is big, and cost of manufacture is high；In addition, the construction party of concrete structure needs shuttering supporting, environment is polluted；Largely
The artificial colligation of reinforcing bar needs, labor intensity are big.
In addition, generally there are two kinds as the way of the energy-consuming parts of Coupled Shear Wall using steel coupling beam at present:(1) by reinforcing bar
Concrete connecting-beam directly replaces with steel coupling beam；(2) reinforced concrete coupling beamses are replaced with shearing type damper.Way (1) steel coupling beam
Structural elements can only be used as under small shake, and is maintained at elastic stage, it is impossible to provide additional damping ratio for structure, its it is middle shake or
The effect of the lower competence exertion energy-dissipating and shock-absorbing of big shake；Way (2) be actually using shearing type damper as under small shake structure it is attached
Add energy-dissipating device, additional damping is provided for structure, so as to reduce geological process, but can not be as structural elements, can shadow
Ring the coupling ratio of Coupled Shear Wall and the anti-side efficiency of structure.
Traditional floor concrete reinforcing bar generally use two-layer two-way reinforcement, steel content are higher；Pipeline and other needs exist
The structure that underfloor fixes trend can only be fixed in steel beam bottom, passed through, so as to greatly reduce the actual use of floor height.
Utility model content
The purpose of this utility model is solve above-mentioned prior art problem, and provide it is a kind of with it is shockproof it is light-duty live
Residence system.
It is a kind of that there is shockproof light-duty residential system, including shear wall, coupling beam and floor concrete system；The shear wall
It is grouting steel plate shear force wall or framework-grouting steel plate shear force wall；The coupling beam is buckling restrained brace coupling beam；The shear wall it
Between connected by coupling beam；The coplanar that the shear wall is formed with coupling beam is provided with floor concrete system；The building
Waffle beam is provided at both ends with below surface concrete system；The floor concrete system surrounding is provided with negative reinforcement.
Further, the floor concrete system includes cold-rolled forming section, floor template and floor concrete layer；Two institutes
State cold-rolled forming section to be arranged in parallel, inner side is provided with long pressure pin between cold-rolled forming section, and outside is provided with short pressure pin, forms one group of clod wash
Shaped steel；Fixed above cold-rolled forming section through floor template with the floor concrete layer being arranged on floor template；The flooring
Floor steel bar mesh sheet is provided with concrete layer, floor steel bar mesh sheet is arranged to arcuate structure, above one group of cold-rolled forming section；
The cold-rolled forming section cross section is multi-face structure, and is provided with multigroup connecting hole along its length；The long pressure pin, which passes through, to be connected
Connect the both ends that hole is arranged on one group of cold-rolled forming section；The short pressure pin is arranged on the connecting hole inside cold-rolled forming section.
Further, the long pressure pin is to be respectively arranged with a piece of limited slip plate at the both ends of long round bar, is provided below one
Group rotating handles forms.The short pressure pin is that the lateral ends of short round bar are provided with the parallel limited slip plate of two panels, is provided below
There is a rotating handles to form.The open slot for carrying out locking with limited slip plate is provided with the connecting hole.
Further, the floor steel bar mesh sheet is arc parallel by laterally setting and the vertical warp with arc parallel
Composition.
Further, the shear wall is formed by the steel plate combination of H types, c-type, L-type, Z-type or rectangle, it is middle by
Web is connected, and forms multiple cavitys.
The beneficial effects of the utility model：
1. giving full play to the advantage of steel and concrete, effectively using material, reducing member section, structure manufacture is simple,
It can be mass, make, quick construction, economic benefit is quite notable.
2. the surrender energy dissipation capacity under increase vibrations, ensure that structure when earthquake occurs, farthest avoids collapsing brokenly
It is bad, improve the economy and security of structure.
3. waffle beam, the slab thickness compared to routine is thin, can effectively mitigate floor deadweight so that high-rise (or small height
Layer) deadweight of house effectively reduces, earthquake is resisted for building, advantageously.
4. the thickness of wall body of shear wall can be thinned than conventional concrete wall, so as to improve the percentage of usable dwelling area of building so that
The construction cost calculated according to usable floor area reduces.
5. component industrialization degree is high, whole components can industrialize making, assembled in situization construction, quickening construct into
Degree, ensure construction quality.
Brief description of the drawings
Fig. 1 is the utility model overall structure diagram.
Fig. 2 is this practical new frame structure schematic diagram.
Fig. 3 is the structural representation of the utility model floor concrete system.
Fig. 4 is the cross section structure diagram of the utility model floor concrete system.
Fig. 5 is the utility model cold-rolled forming section structural representation.
Fig. 6 is the long pressure pin structural representation of the utility model.
Fig. 7 is the short pressure pin structural representation of the utility model.
Wherein：100th, shear wall；200th, coupling beam；300th, waffle beam；400th, floor concrete system；500th, hogging moment steel
Muscle；1st, cold-rolled forming section；2nd, floor template；3rd, floor steel bar mesh sheet；4th, floor concrete layer；5th, long pressure pin；6th, short pressure pin；7th, revolve
Handle hand；8th, limited slip plate；9th, connecting hole.
Embodiment
The utility model is described in further detail for embodiment in below in conjunction with the accompanying drawings, but does not form to this reality
With new any restrictions.
As depicted in figs. 1 and 2, it is a kind of that there is shockproof light-duty residential system, including shear wall 100, coupling beam 200 and flooring
Concrete system 400；The shear wall 100 is grouting steel plate shear force wall or framework-grouting steel plate shear force wall；The coupling beam 200
For buckling restrained brace coupling beam；Connected between the shear wall 100 by coupling beam 200；The shear wall 100 and coupling beam
200 coplanars formed are provided with floor concrete system 400；The floor concrete system 400 is provided at both ends with below
Waffle beam 300；The surrounding of floor concrete system 400 is provided with negative reinforcement 500.
As shown in Figures 3 to 5, the floor concrete system 400 includes cold-rolled forming section 1, floor template 2 and flooring coagulation
Soil layer 4；Two cold-rolled forming sections 1 be arranged in parallel, and inner side is provided with long pressure pin 5 between cold-rolled forming section 1, and outside is provided with short support
Bar 6, form one group of cold-rolled forming section；Mixed above cold-rolled forming section 1 through floor template 2 with the flooring being arranged on floor template 2
Solidifying soil layer 4 is fixed；Floor steel bar mesh sheet 3 is provided with the floor concrete layer 4, floor steel bar mesh sheet 3 sets camber knot
Structure, above one group of cold-rolled forming section；The cross section of cold-rolled forming section 1 is multi-face structure, and is provided with along its length more
Group connecting hole 9；The long pressure pin 5 is arranged on the both ends of one group of cold-rolled forming section through connecting hole 9；The short pressure pin 6 is arranged on cold
On connecting hole 9 inside curved steel 1.The top half of cold-rolled forming section 1 is directly cast in floor template 2 and floor concrete layer 4
Together instead of the shearing connecting piece between original steel-concrete, Site Welding workload is greatly reduced.It is not disposed in concrete
Cold-rolled forming section the latter half in plate, by certain modulus, punching has connecting hole 9 in advance along its length, and this connecting hole 9 is in construction rank
Section, which can be used to be connected, supports the long and short pressure pin of floor template 2, can be used to pass through various pipelines in service stage, significantly
Increase floor uses space and operating space, easy to operate；Component processing is simple, and site operation speed is fast, saves substantial amounts of work
Journey engineering time and labour costs.
As preferential embodiment, as shown in fig. 6, the long pressure pin 5 be respectively arranged with the both ends of long round bar it is a piece of
Limited slip plate 8, one group of rotating handles 7 is provided below and forms.The rotation of limited slip plate 8 can be realized by rotating handles 7, is locked
Only.The rotating handles 7 of the long pressure pin 5 is positioned at the inner side of one group of cold-rolled forming section.Operating space has been saved, it is workable.
As preferential embodiment, as shown in fig. 7, the short pressure pin 6 is that the lateral ends of short round bar are provided with two panels
Parallel limited slip plate 8, a rotating handles 7 is provided below and forms.The rotation of limited slip plate 8 can be realized by rotating handles 7, is entered
Row locking.The short left and right sides of pressure pin 6 is symmetrical arranged.
As preferential embodiment, the floor steel bar mesh sheet 3 is arc parallel by laterally setting and vertically and arc
The warp composition of parallel.Floorboard reinforcing bar is no longer traditional double-layer double-direction arrangement reinforcing bar, but uses floor steel bar mesh sheet 3,
It can be configured according to the actual loading shape of floor, greatly reduce the steel content of flooring, structure is more firm, practical.
Specifically, after shear wall 100 lifts at the scene, it can reach with concrete perfusion and bear vertical force, and undertake level
The effect of shearing；Coupling beam 200, for the connection between shear wall 100, between the hole of levels floor, the knot can be increased
Additional damping ratio of the structure under small vibrations, surrender power consumption power of the structure under big shake is increased, improve the economy and peace of structure
Quan Xing；Assembled floor concrete system 400, top half is with concreting in one so that cold-rolled forming section 1 is in service stage
With concrete slab collective effect, the shear connector of substantial amounts of former floor system is saved, greatly reduces weight.Compared to routine
The floor ratio of reinforcement, the structure of the application is enough the Live Loads on Floors in Buildings for undertaking 200-300 kilograms/square meter, and economy is fine.Floor
Thickness is minimum can be accomplished than conventional relatively thin thickness；After floor is thinned, compared to the slab thickness of routine, can effectively it mitigate
Floor is conducted oneself with dignity so that the deadweight of high-rise (or small high-rise) house effectively reduces, and resists earthquake for building, advantageously.Clod wash
Shaped steel 1, the normal pitch of waffle beam 300 can make cold-rolled forming section 1 just between built-in beam 300 according to the modulus of market standard template,
As bed die；Concreting is completed, and need to only remove pressure pin, form removal is also extremely convenient, substantially increases construction speed.
Preferred embodiment of the present utility model described in detail above, but the utility model is not limited to above-mentioned implementation
Detail in mode, in range of the technology design of the present utility model, the technical solution of the utility model can be carried out
A variety of equivalents, these equivalents belong to the scope of protection of the utility model.
Claims (6)
1. a kind of have shockproof light-duty residential system, including shear wall, coupling beam and floor concrete system；It is characterized in that：
The shear wall is grouting steel plate shear force wall or framework-grouting steel plate shear force wall；The coupling beam is buckling restrained brace coupling beam；Institute
State and connected by coupling beam between shear wall；The coplanar that the shear wall is formed with coupling beam is provided with floor concrete system
System；Waffle beam is provided at both ends with below the floor concrete system；The floor concrete system surrounding is provided with negative curved
Square reinforcing bar.
A kind of there is shockproof light-duty residential system 2. according to claim 1, it is characterised in that：The floor concrete
System includes cold-rolled forming section, floor template and floor concrete layer；Two cold-rolled forming sections be arranged in parallel, between cold-rolled forming section
Inner side is provided with long pressure pin, and outside is provided with short pressure pin, forms one group of cold-rolled forming section；Floor template is passed through above cold-rolled forming section
Fixed with the floor concrete layer being arranged on floor template；Floor steel bar mesh sheet, building are provided with the floor concrete layer
Face reinforced mesh is arranged to arcuate structure, above one group of cold-rolled forming section；The cold-rolled forming section cross section is multi-face structure,
And multigroup connecting hole is provided with along its length；The long pressure pin is arranged on the both ends of one group of cold-rolled forming section through connecting hole；Institute
Short pressure pin is stated to be arranged on the connecting hole inside cold-rolled forming section.
A kind of there is shockproof light-duty residential system 3. according to claim 2, it is characterised in that：The long pressure pin be
The both ends of long round bar are respectively arranged with a piece of limited slip plate, and one group of rotating handles is provided below and forms.
A kind of there is shockproof light-duty residential system 4. according to claim 2, it is characterised in that：The short pressure pin be
The lateral ends of short round bar are provided with the parallel limited slip plate of two panels, and a rotating handles is provided below and forms.
A kind of there is shockproof light-duty residential system 5. according to claim 2, it is characterised in that：The floor steel bar net
Piece is by the arc parallel that laterally sets and vertically the warp with arc parallel forms.
A kind of there is shockproof light-duty residential system 6. according to claim 1, it is characterised in that：The shear wall is logical
The steel plate combination for crossing H types, c-type, L-type, Z-type or rectangle is formed, and centre is connected by web, forms multiple cavitys.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720409455.8U CN206971864U (en) | 2017-04-19 | 2017-04-19 | It is a kind of that there is shockproof light-duty residential system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720409455.8U CN206971864U (en) | 2017-04-19 | 2017-04-19 | It is a kind of that there is shockproof light-duty residential system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206971864U true CN206971864U (en) | 2018-02-06 |
Family
ID=61415780
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720409455.8U Withdrawn - After Issue CN206971864U (en) | 2017-04-19 | 2017-04-19 | It is a kind of that there is shockproof light-duty residential system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206971864U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106996212A (en) * | 2017-04-19 | 2017-08-01 | 上海欧本钢结构有限公司 | It is a kind of that there is shockproof light-duty residential system |
-
2017
- 2017-04-19 CN CN201720409455.8U patent/CN206971864U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106996212A (en) * | 2017-04-19 | 2017-08-01 | 上海欧本钢结构有限公司 | It is a kind of that there is shockproof light-duty residential system |
| CN106996212B (en) * | 2017-04-19 | 2023-07-25 | 上海欧本钢结构有限公司 | Light house system with shockproof function |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20180206 Effective date of abandoning: 20230725 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20180206 Effective date of abandoning: 20230725 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |