CN207392515U - Combined type constraint energy consumption wall - Google Patents
Combined type constraint energy consumption wall Download PDFInfo
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- CN207392515U CN207392515U CN201721368123.6U CN201721368123U CN207392515U CN 207392515 U CN207392515 U CN 207392515U CN 201721368123 U CN201721368123 U CN 201721368123U CN 207392515 U CN207392515 U CN 207392515U
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- energy consumption
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Abstract
The utility model is related to a kind of combined types to constrain energy consumption wall, belongs to building structure technology field.Including constraint Wasted-energy steel plate, partition wall unit, cross energy consumption skeleton, single branch energy consumption skeleton, concrete lift, bolt collar, bolt, oval energy consumption mouth etc.；Combined type constraint energy consumption wall is respectively cross energy consumption skeleton by center to both sides, constrain Wasted-energy steel plate, partition wall unit, coat of plaster is provided with the bolt collar of perforation overall length on the through-thickness of assembled wall both ends, sets and be bolted in bolt collar, after cross energy consumption skeleton installs, concrete lift between the partition wall unit of both sides is set, constrains and equally distributed oval energy consumption mouth is set on Wasted-energy steel plate, strengthens the globality of wall.The utility model improves installation effectiveness in a manner that combined wall substep connects, and has the characteristics that construction is fast, ductility is good, energy dissipation capacity is high, suitable for the construction and reinforcing of highlight lines area skyscraper.
Description
Technical field
The utility model belongs to building structure technology field, and energy consumption wall is constrained more particularly to a kind of combined type.
Background technology
Global in recent years etesian ruinous earthquake nearly thousand times, earthquake have seriously endangered human life and property
Safety, and China is on most active two earthquake zones in the world, is one of the country the most serious that suffers disaster from an earthquake,
The number of casualties occupies first place in the world as caused by earthquake, causes very huge economic loss.During earthquake, earth shock causes building
Object structural seismic response, it is the immediate cause for causing earthquake disaster that the considerable damage of building, which collapses,.
Anti-quake Architectural Structure Design needs to consider energy dissipation capacity and lateral deformation stiffness emphatically, for the shockproof requirements of structure,
Steel plate shear force wall is the new Lateral Resistant System that 20 th century laters are risen, and the main lateral resisting as steel construction is built, and is had
Larger elastic initial stiffness, preferable deformability, good plastic property and the energy dissipation capacity stablized, are a kind of great hairs
Exhibition and the anti-lateral displacement dissipative member of application prospect.
Compared with traditional reinforced concrete shear wall, steel plate shear force wall more has advantage, however, studies have shown that, steel plate
The energy dissipation capacity of shear wall surrender pre-structure is poor, is unfavorable for the antidetonation shock attenuation of structure, once earthquake occurs, steel plate shear force wall is fast
Speed surrender, entire lateral rigidity are obviously reduced, and will generate larger residual stress after moderate finite deformation occurs, and influence entire
The safety of structure and use.Also some welding steel walls due to the welding effect under high temperature, generate certain stress concentration,
Whole energy dissipation capacity is reduced, these are required for preferably being studied and being solved.
Utility model content
In order to solve above-mentioned technical problem, the utility model provides a kind of combined type constraint energy consumption wall, solves
The problem of ordinary steel board wall energy dissipation capacity deficiency, construction is complicated, suitable for the construction and reinforcing of highlight lines area skyscraper.
To achieve these goals, the technical solution adopted in the utility model is as follows：
A kind of combined type constraint energy consumption wall, including constraint Wasted-energy steel plate (1), partition wall unit (2), cross energy consumption skeleton（3）、
Single branch energy consumption skeleton（3-1）, end linkage section（3-2）, end reinforced section（3-3）, energy consumption section（3-4）, middle part strengthening segment（3-
5）, bolt hole（3-6）, concrete lift（4）, bolt collar（5）, bolt（6）, oval energy consumption mouth（7）, coat of plaster（8）；Group
Box-like constraint energy consumption wall is respectively cross energy consumption skeleton by center to both sides（3）, constraint Wasted-energy steel plate（1）, partition wall unit（2）、
Coat of plaster（8）；The partition wall unit（2）Between be concrete lift（4）, it is provided on the through-thickness of assembled wall both ends
Penetrate through the bolt collar of overall length（5）, bolt collar（5）Interior setting bolt（6）Connection；The cross energy consumption skeleton（3）, for adding
The energy dissipation capacity and lateral rigidity of strong structure, cross energy consumption skeleton（3）Including end linkage section（3-2）, end reinforced section（3-
3）, energy consumption section（3-4）, middle part strengthening segment（3-5）, bolt hole（3-6）, cross energy consumption skeleton（3）By four single branch energy consumption skeletons
（3-1）It is welded, single branch energy consumption skeleton（3-1）Centre for energy consumption section（3-4）, both ends are middle part strengthening segment（3-5）And end
Portion's strengthening segment（3-3）, end reinforced section（3-3）With end linkage section（3-2）Connection, end linkage section（3-2）Upper setting bolt
Hole（3-6）, convenient for being connected with Structure Beam-column, constrain Wasted-energy steel plate（1）It is upper that equally distributed oval energy consumption mouth is set（7）, strengthen
The globality of wall.
Further, cross energy consumption skeleton（3）After installing, in both sides partition wall unit（2）Between set it is mixed
Solidifying soil pouring layer（4）.
Further, the bolt collar of perforation overall length is provided on the assembled wall both ends through-thickness（5）, spiral shell
Bolt sleeve（5）Inside it is provided with bolt（6）, bolt（6）By the constraint Wasted-energy steel plate of both sides（1）, partition wall unit（2）With the ten of center
Word energy consumption skeleton（3）Close connection, bolt collar（5）Position and oval energy consumption mouth（7）It is interspersed.
Further, cross energy consumption skeleton（3）For low yield force steel plate.
The construction method of combined type constraint energy consumption wall, comprises the following steps：
A. combined type constraint energy consumption wall is installed from the middle to both ends, installs the partition wall unit of both sides（2）, and reserved centre
Concrete lift（4）；
B. in partition wall unit（2）Outside is installed by constraint Wasted-energy steel plate respectively（1）, and installation bolt sleeve（5）；
C. cross energy consumption skeleton is combined（3）, with single branch energy consumption skeleton（3-1）It is welded to connect；
D. cross is consumed energy skeleton（3）It is placed on the partition wall unit of both sides（2）Centre, and fixed position；
E. to the partition wall unit of both sides（2）Between casting concrete, covering cross energy consumption skeleton（3）；
F. concrete lift is treated（4）After being provided with hardening, to bolt collar（5）Interior installation bolt（6）；
G. coat of plaster is painted in wall both sides（8）, complete installation.
The beneficial effects of the utility model：
The effect and advantage of the utility model are in a manner that combined wall substep connects, and improve installation effectiveness,
The setting of cross energy consumption skeleton had not only enhanced structure lateral deformation stiffness and energy dissipation capacity, but also was enhanced together with constraint Wasted-energy steel plate
Structural integrity and stability have the characteristics that easy for construction, speed of application is fast, ductility is good, energy dissipation capacity is high, suitable for Gao Lie
The construction and reinforcing of the regional skyscraper of degree.
Description of the drawings
Fig. 1 is the overall structure diagram of the utility model.
Fig. 2 is the whole splicing schematic diagram of the utility model.
Fig. 3 is single branch energy consumption skeleton structure schematic diagram of the utility model.
Fig. 4 is the cross energy consumption skeleton structure schematic diagram of the utility model.
Fig. 5 is the constraint Wasted-energy steel plate structure diagram of the utility model.
Fig. 6 is the partition wall cellular construction schematic diagram of the utility model.
Fig. 7 is the diagrammatic cross-section of the utility model.
In figure, 1 is constraint Wasted-energy steel plate；2 be partition wall unit；3 be cross energy consumption skeleton；3-1 is single branch energy consumption skeleton；3-
2 be end linkage section；3-3 is end reinforced section；3-4 is energy consumption section；3-5 is middle part strengthening segment；3-6 is bolt hole；4 be coagulation
Native pouring layer；5 be bolt collar；6 be bolt；7 be oval energy consumption mouth；8 be coat of plaster.
Specific embodiment
In order to further illustrate the utility model, the utility model is retouched in detail with reference to the accompanying drawings and examples
It states, but they cannot be interpreted as to the restriction to scope of protection of the utility model.
Embodiment：As shown in figs. 1-7, a kind of combined type constraint energy consumption wall, including constraining Wasted-energy steel plate（1）, partition wall unit
（2）, cross energy consumption skeleton（3）, single branch energy consumption skeleton（3-1）, end linkage section（3-2）, end reinforced section（3-3）, energy consumption section
（3-4）, middle part strengthening segment（3-5）, bolt hole（3-6）, concrete lift（4）, bolt collar（5）, bolt（6）, oval consumption
It can mouth（7）, coat of plaster（8）, combined type constraint energy consumption wall is respectively cross energy consumption skeleton by center to both sides（3）, constraint energy consumption
Steel plate（1）, partition wall unit（2）, coat of plaster（8）；The bolt collar of perforation overall length is provided on assembled wall two-end thickness direction
（5）, bolt collar（5）Interior setting bolt（6）Connection.
As shown in Figure 3 and Figure 4, cross energy consumption skeleton（3）, for reinforcement structure energy dissipation capacity and it is lateral just
Degree, cross energy consumption skeleton（3）Including end linkage section（3-2）, end reinforced section（3-3）, energy consumption section（3-4）, middle part strengthening segment
（3-5）, bolt hole（3-6）, cross energy consumption skeleton（3）By four single branch energy consumption skeletons（3-1）It is welded, single branch energy consumption skeleton
（3-1）Centre for energy consumption section（3-4）, both ends are middle part strengthening segment（3-5）And end reinforced section（3-3）, end reinforced section（3-
3）With end linkage section（3-2）Connection, end linkage section（3-2）Upper setting bolt hole（3-6）, convenient for being connected with Structure Beam-column.
Cross energy consumption skeleton（3）For low yield force steel plate, cross energy consumption skeleton（3）After installing, in both sides partition wall unit（2）Between
Concrete lift is set（4）.
As shown in figure 5, both sides constrain Wasted-energy steel plate（1）It is upper that equally distributed oval energy consumption mouth is set（7）, strengthen wall
Globality.
As shown in Fig. 2, the bolt collar of perforation overall length is provided on assembled wall two-end thickness direction（5）, bolt collar
（5）Inside it is provided with bolt（6）, bolt（6）By the constraint Wasted-energy steel plate of both sides（1）, partition wall unit（2）It consumes energy with the cross at center
Skeleton（3）Close connection, bolt collar（5）Position and oval energy consumption mouth（7）It is interspersed.
Combined type constraint energy consumption wall construction method be：It installs from the middle to both ends, the partition wall unit of both sides is installed（2）,
And the concrete lift among reserving（4）, in partition wall unit（2）Outside is installed by constraint Wasted-energy steel plate respectively（1）, and spiral shell is installed
Bolt sleeve（5）；Combine cross energy consumption skeleton（3）, with single branch energy consumption skeleton（3-1）It is welded to connect, cross is consumed energy skeleton（3）It puts
Put the partition wall unit in both sides（2）Centre, and fixed position, to the partition wall unit of both sides（2）Between casting concrete, covering ten
Word energy consumption skeleton（3）, treat concrete lift（4）After being provided with hardening, to bolt collar（5）Interior installation bolt（6）, wall
Coat of plaster is painted in both sides（8）, complete installation.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the protection domain of utility model.
Claims (4)
1. a kind of combined type constraint energy consumption wall, it is characterised in that：Including constraining Wasted-energy steel plate（1）, partition wall unit（2）, cross consumption
It can skeleton（3）, single branch energy consumption skeleton（3-1）, end linkage section（3-2）, end reinforced section（3-3）, energy consumption section（3-4）, middle part
Strengthening segment（3-5）, bolt hole（3-6）, concrete lift（4）, bolt collar（5）, bolt（6）, oval energy consumption mouth（7）, smear
Grieshoch（8）, combined type constraint energy consumption wall is respectively cross energy consumption skeleton by center to both sides（3）, constraint Wasted-energy steel plate（1）, every
Wall unit（2）, coat of plaster（8）；In both sides partition wall unit（2）Between be arranged to concrete lift（4）, assembled wall both ends edge
The bolt collar of perforation overall length is provided on thickness direction（5）, bolt collar（5）Interior setting bolt（6）Connection；The cross consumption
It can skeleton（3）Including end linkage section（3-2）, end reinforced section（3-3）, energy consumption section（3-4）, middle part strengthening segment（3-5）And spiral shell
Keyhole（3-6）, cross energy consumption skeleton（3）By four single branch energy consumption skeletons（3-1）It is welded, single branch energy consumption skeleton（3-1）'s
Centre is energy consumption section（3-4）, both ends are middle part strengthening segment（3-5）And end reinforced section（3-3）, end reinforced section（3-3）With end
Portion's linkage section（3-2）Connection, end linkage section（3-2）Upper setting bolt hole（3-6）, convenient for being connected with Structure Beam-column, constraint consumption
It can steel plate（1）It is upper that equally distributed oval energy consumption mouth is set（7）, strengthen the globality of wall.
2. combined type constraint energy consumption wall according to claim 1, it is characterised in that：The cross energy consumption skeleton（3）Peace
After dress, in both sides partition wall unit（2）Between concrete lift is set（4）.
3. combined type constraint energy consumption wall according to claim 1, it is characterised in that：The assembled wall both ends are along thickness
The bolt collar of perforation overall length is provided on direction（5）, bolt collar（5）Inside it is provided with bolt（6）, bolt（6）By both sides
Constrain Wasted-energy steel plate（1）, partition wall unit（2）With the cross energy consumption skeleton at center（3）Close connection, bolt collar（5）Position with
Ellipse energy consumption mouth（7）It is interspersed.
4. combined type constraint energy consumption wall according to claim 1, it is characterised in that：The cross energy consumption skeleton（3）For
Low yield force steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721368123.6U CN207392515U (en) | 2017-10-23 | 2017-10-23 | Combined type constraint energy consumption wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721368123.6U CN207392515U (en) | 2017-10-23 | 2017-10-23 | Combined type constraint energy consumption wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207392515U true CN207392515U (en) | 2018-05-22 |
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ID=62329669
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721368123.6U Withdrawn - After Issue CN207392515U (en) | 2017-10-23 | 2017-10-23 | Combined type constraint energy consumption wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN207392515U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854538A (en) * | 2021-01-11 | 2021-05-28 | 江苏科技大学 | Block combined wall-column type multi-layer light steel residential structure system and assembly method |
-
2017
- 2017-10-23 CN CN201721368123.6U patent/CN207392515U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854538A (en) * | 2021-01-11 | 2021-05-28 | 江苏科技大学 | Block combined wall-column type multi-layer light steel residential structure system and assembly method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20180522 Effective date of abandoning: 20181204 |
|
| AV01 | Patent right actively abandoned |