CN110219391A - A kind of fabricated shear wall and construction method - Google Patents
A kind of fabricated shear wall and construction method Download PDFInfo
- Publication number
- CN110219391A CN110219391A CN201910543002.8A CN201910543002A CN110219391A CN 110219391 A CN110219391 A CN 110219391A CN 201910543002 A CN201910543002 A CN 201910543002A CN 110219391 A CN110219391 A CN 110219391A
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- wall
- connector
- hole
- steel plate
- bolt
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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
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention discloses a kind of fabricated shear wall and construction method, the fabricated shear wall includes the first wall and the second wall mutually assembled, at least one connector and nut, first wall and the second wall are respectively double-layer plate, fill concrete in double-layer plate, the assembly side of first wall is equipped at least one slot, the assembly side of second wall is equipped at least one bolt, bolt is inserted into slot, through setting fixation hole on bolt, first wall corresponds to fixation hole through the first mounting hole of setting, first mounting hole runs through slot, connector is fixed by nuts after passing through the first mounting hole and fixation hole.The modes such as fabricated shear wall of the invention, the first wall and the second wall can be produced in batches in factory, and connection is spliced by scene, bolt is fixed are completed, and welding or cast-in-place connecting band are not needed, and have the features such as environmentally protective, high construction efficiency, high financial profit.
Description
Technical field
The present invention relates to technical field of structural engineering, in particular to a kind of fabricated shear wall and construction method.
Background technique
The general type of steel plate-concrete combined shear wall, which has in embedded steel plate, unilateral steel plate and double-layer plate, fills out coagulation
The forms such as soil.Wherein double-layer plate concrete filled performance is the most superior, and the outside plate construction stage can also serve as concrete mould
Plate, construction are rapid.Assembling steel plate-combined concrete shear wall is on the basis of above structure feature, using " prefabrication
The build model of main member, on-site consolidation, welding or cast-in-place connecting band " has and improves production efficiency, energy saving, development
The features such as Green environmental-protection building.
According to the loading characteristic of shear wall, the fabricated shear wall of the type junction to guarantee good bearing capacity and
Deformability.For dry construction, assembling steel plate-combined concrete shear wall common at present adds steel often through outside
Plate site welding or split bolt connect upper lower steel plate.Under this connection type, when structure is by horizontal loading, bolt
Biggish shearing is suffered from weld seam, so that overall structure bearing capacity is far below requirement in advance.It is therefore desirable to develop one
Proper form of the kind for the horizontal piece of formula steel plate-concrete combined shear wall that is linked and packed.
Summary of the invention
It is an object of the invention to overcome the deficiencies of the prior art and provide a kind of fabricated shear walls, by bolt and insert
The assembly of shear wall can be completed in slot, does not need welding or cast-in-place connecting band, high construction efficiency are environmentally protective.
Another object of the present invention is to provide a kind of construction methods of fabricated shear wall.
The technical solution of the present invention is as follows: a kind of fabricated shear wall, including the first wall mutually assembled and the second wall,
At least one connector and nut, first wall and the second wall are respectively double-layer plate, fill coagulation in double-layer plate
Soil, the assembly side of the first wall are equipped at least one slot, and the assembly side of the second wall is equipped at least one bolt, bolt insertion
In slot, through setting fixation hole on bolt, the first wall corresponds to fixation hole through the first mounting hole of setting, and the first mounting hole passes through
Interspersed slot, connector are fixed by nuts after passing through the first mounting hole and fixation hole.By using the connection type of bolt and slot,
When the first wall and the second wall are by horizontal loading, steel plate and concrete synergistic effect at bolt and slot are held jointly
Horizontal shear is carried on a shoulder pole, stress performance is good, and quality of connection is high, and bolt is fixed in wall by connector, improves anti-between wall
Pull out ability.
Further, viscoplasticity Energy dissipating material is filled between the bolt and slot, viscoplasticity Energy dissipating material is rubber, latex
Or epoxy resin, viscoplasticity Energy dissipating material play energy-absorbing damping, mitigate the damage of the disasters brings such as earthquake.
Further, the width of the slot and depth are slightly larger than the width and depth of bolt, it is ensured that the first wall and second
After wall assembly, it is not displaced mutually between the first wall and the second wall, while ensuring at the first wall and the second wall assembly
Gap it is sufficiently small, enhance whole structural strength.
Further, the fabricated shear wall further includes muti-piece junction steel plate, and muti-piece junction steel plate is located at the first wall
Two sides at body and the second wall assembly, the both ends of junction steel plate are separately connected the first wall and the second wall.By connecting steel
Plate connects the first wall and the second wall, further increases the breakout capacity between the first wall and the second wall, connects simultaneously
Steel plate can shared horizontal shear, improve overall structural strength.
Further, second wall is equipped with the second mounting hole, corresponding first mounting hole of junction steel plate and the second installation
Hole is equipped with connecting hole, and connector includes the first connector and the second connector, and the first connector sequentially passes through connecting hole, the first peace
Hole and fixation hole are filled, the second connector sequentially passes through connecting hole and the second mounting hole, the first connector and the second connector difference
Junction steel plate is fixed on by nut.The first connector and the second connector are fixed by junction steel plate, further mentioned
Breakout capacity and shear resistance between high first wall and the second wall, while entire assembling process is without welding or cast-in-place company
The advantages that tape splicing has high construction efficiency, environmentally protective, high financial profit.
Further, first connector and the first wall body vertical, the second connector and the second wall body vertical.
Further, the assembled wall further includes Horizontal concrete component, and the Horizontal concrete component is respectively with
One wall and the second wall body vertical, the first connector and the second connector are threaded reinforcing bar, Horizontal concrete component cladding
First connector, the second connector and junction steel plate.When there is the Horizontal concrete component with the first wall and the second wall body vertical
When across the first wall and the second wall, such as crossbeam, Horizontal concrete component is coated at the first wall and the second wall assembly
Gap, junction steel plate, the first connector and the second connector, enhance integrally-built stability, while making junction steel plate and dress
Gap with place is not exposed.
The present invention also provides another technical solution, a kind of construction method of fabricated shear wall, including what is mutually assembled
First wall and the second wall, at least one connector and nut, first wall and the second wall are respectively double-layer plate,
Fill concrete in double-layer plate, the assembly side of the first wall are equipped at least one slot, and the assembly side of the second wall is equipped with extremely
A few bolt, through setting fixation hole on bolt, the first wall correspond to fixation hole and installs through the first mounting hole of setting, first
Slot is run through in hole；First bolt is inserted into slot, then connector is passed through into the first mounting hole and fixation hole, is finally secured with nuts
Connector.
It further, further include muti-piece junction steel plate, muti-piece junction steel plate is located at the first wall and the assembly of the second wall
The two sides at place, the both ends of junction steel plate are separately connected the first wall and the second wall, and the second wall is equipped with the second mounting hole, even
It connecing corresponding first mounting hole of steel plate and the second mounting hole is equipped with connecting hole, connector includes the first connector and the second connector,
First connector sequentially passes through connecting hole, the first mounting hole and fixation hole, and the second connector sequentially passes through connecting hole and the second peace
Hole is filled, the first connector and the second connector pass through nut respectively and be fixed on junction steel plate.It is connected by junction steel plate to first
Part and the second connector are fixed, and further increase breakout capacity and shear resistance between the first wall and the second wall,
The advantages that entire assembling process has high construction efficiency without welding or cast-in-place connecting band simultaneously, environmentally protective, high financial profit.
Further, viscoplasticity Energy dissipating material is filled between the bolt and slot, viscoplasticity Energy dissipating material is rubber, latex
Or epoxy resin, viscoplasticity Energy dissipating material play energy-absorbing damping, mitigate the damage of the disasters brings such as earthquake.
The construction method of above-mentioned fabricated shear wall is as follows, and the bolt of the second wall is first inserted into the slot of the first wall
It is interior, then the first connector is sequentially passed through into connecting hole, the first mounting hole and fixation hole, the second connector sequentially pass through connecting hole and
First connector and the second connector are fixed on junction steel plate finally by nut by the second mounting hole.
The present invention compared with the existing technology, has the advantages that
Fabricated shear wall of the invention, the first wall and the second wall can be produced in batches in factory, and connection passes through existing
The modes such as field is spliced, bolt is fixed are completed, and welding or cast-in-place connecting band are not needed, and have environmentally protective, high construction efficiency, economical to imitate
The features such as benefit is high.
Fabricated shear wall of the invention, by using the connection type of bolt and slot, when shear wall structure is by water
When flat load, steel plate and concrete synergistic effect at bolt and slot, shared horizontal shear, stress performance is good, even
Connect quality height.
Detailed description of the invention
Fig. 1 is the stereogram exploded view of fabricated shear wall of the invention.
Fig. 2 is the front view of fabricated shear wall of the invention.
Fig. 3 is the side view of fabricated shear wall of the invention.
Fig. 4 is cross-sectional view of the Fig. 2 along AA line.
Fig. 5 is cross-sectional view of the Fig. 2 along BB line.
Fig. 6 is the perspective view of the fabricated shear wall in embodiment 2.
Specific embodiment
Below with reference to embodiment, the present invention is described in further detail, and embodiments of the present invention are not limited thereto.
Embodiment 1
As depicted in figs. 1 and 2, the present embodiment provides a kind of fabricated shear walls, including 1 He of the first wall mutually assembled
Second wall 2, at least one connector, at least one junction steel plate 3 and nut 4.
As shown in Figure 1, Figure 4 and Figure 5, the first wall and the second wall are respectively double-layer plate, and filling is mixed in double-layer plate
Solidifying soil, the assembly side of the first wall are equipped at least one slot 5, and the assembly side of the second wall is equipped at least one bolt 6, slot
Width and depth be slightly larger than the width and depth of bolt, in the present embodiment, the quantity of slot and bolt is respectively six, six
A slot is equally spaced respectively in the assembly side of the first wall, and six bolts are equally spaced respectively in the assembly side of the second wall,
Fixation hole 7 is provided through on bolt, the first wall corresponds to fixation hole through the first mounting hole 8 of setting, and the second wall is equipped with
Second mounting hole 9.
As shown in Figure 1, Figure 2 and Figure 3, in the present embodiment, the quantity of junction steel plate shares 12 pieces, 12 pieces of junction steel plates
The two sides being equally spaced at the first wall and the second wall assembly, corresponding first mounting hole of junction steel plate and the second mounting hole are set
There is connecting hole 10, connector includes the first connector 11 and the second connector 12, and the first connector and the second connector are screw rod,
First connector and the first wall body vertical, the second connector and the second wall body vertical, the first connector sequentially pass through connecting hole,
One mounting hole and fixation hole, the second connector sequentially pass through connecting hole and the second mounting hole, the first connector and the second connector
Junction steel plate (as shown in Figure 5) is fixed on by nut respectively.
As shown in figure 4, filling viscoplasticity Energy dissipating material 13 between bolt and slot, viscoplasticity Energy dissipating material is rubber, cream
Glue or epoxy resin, viscoplasticity Energy dissipating material play energy-absorbing damping, mitigate the damage of the disasters brings such as earthquake.
The construction method of above-mentioned fabricated shear wall is as follows, and the bolt of the second wall is first inserted into the slot of the first wall
It is interior, then the first connector is sequentially passed through into connecting hole, the first mounting hole and fixation hole, the second connector sequentially pass through connecting hole and
First connector and the second connector are fixed on junction steel plate finally by nut by the second mounting hole.
Embodiment 2
The present embodiment the difference from embodiment 1 is that, fabricated shear wall further includes Horizontal concrete component, horizontal coagulation
For native component respectively with the first wall and the second wall body vertical, the first connector and the second connector are threaded reinforcing bar (such as Fig. 6
It is shown), Horizontal concrete component coats the first connector, the second connector and junction steel plate.When having and the first wall and second
When the Horizontal concrete component (such as crossbeam) of wall body vertical passes through the first wall and the second wall, Horizontal concrete component cladding the
Gap, junction steel plate, the first connector and the second connector at one wall and the second wall assembly enhance integrally-built steady
It is qualitative, while keeping the gap at junction steel plate and assembly not exposed.
As described above, the present invention can be better realized, above-described embodiment is only presently preferred embodiments of the present invention, is not used
To limit practical range of the invention；It is i.e. all according to equivalent changes and modifications made by the content of present invention, all wanted for right of the present invention
Range claimed is asked to be covered.
Claims (10)
1. a kind of fabricated shear wall, which is characterized in that including the first wall mutually assembled and the second wall, at least one company
Fitting and nut, first wall and the second wall are respectively double-layer plate, fill concrete in double-layer plate, the first wall
Assembly side be equipped at least one slot, the assembly side of the second wall is equipped at least one bolt, and bolt is inserted into slot, bolt
Upper to run through setting fixation hole, the first wall corresponds to fixation hole through the first mounting hole of setting, and the first mounting hole runs through slot, connects
Part is fixed by nuts after passing through the first mounting hole and fixation hole.
2. fabricated shear wall according to claim 1, which is characterized in that fill viscoplasticity between the bolt and slot
Energy dissipating material.
3. fabricated shear wall according to claim 1, which is characterized in that the width and depth of the slot are slightly larger than slotting
The width and depth of pin.
4. fabricated shear wall according to claim 1, which is characterized in that further include muti-piece junction steel plate, muti-piece connection
Steel plate is located at the two sides at the first wall and the second wall assembly, and the both ends of junction steel plate are separately connected the first wall and
Two walls.
5. fabricated shear wall according to claim 4, which is characterized in that second wall is equipped with the second installation
Hole, corresponding first mounting hole of junction steel plate and the second mounting hole are equipped with connecting hole, and connector includes that the first connector and second connect
Fitting, the first connector sequentially pass through connecting hole, the first mounting hole and fixation hole, and the second connector sequentially passes through connecting hole and
Two mounting holes, the first connector and the second connector pass through nut respectively and are fixed on junction steel plate.
6. fabricated shear wall according to claim 5, which is characterized in that first connector and the first wall hang down
Directly, the second connector and the second wall body vertical.
7. fabricated shear wall according to claim 5, which is characterized in that further include Horizontal concrete component, the water
For flat concrete component respectively with the first wall and the second wall body vertical, the first connector and the second connector are threaded steel
Muscle, Horizontal concrete component coat the first connector, the second connector and junction steel plate.
8. a kind of construction method of fabricated shear wall, which is characterized in that including the first wall mutually assembled and the second wall,
At least one connector and nut, first wall and the second wall are respectively double-layer plate, fill coagulation in double-layer plate
Soil, the assembly side of the first wall are equipped at least one slot, and the assembly side of the second wall is equipped at least one bolt, passes through on bolt
It wears and sets fixation hole, the first wall corresponds to fixation hole through the first mounting hole of setting, and the first mounting hole runs through slot；
First bolt is inserted into slot, then connector is passed through into the first mounting hole and fixation hole, connector is finally secured with nuts.
9. the construction method of fabricated shear wall according to claim 8, which is characterized in that further include muti-piece connection steel
Plate, muti-piece junction steel plate are located at the two sides at the first wall and the second wall assembly, and the both ends of junction steel plate are separately connected
First wall and the second wall, the second wall are equipped with the second mounting hole, corresponding first mounting hole of junction steel plate and the second installation
Hole is equipped with connecting hole, and connector includes the first connector and the second connector, and the first connector sequentially passes through connecting hole, the first peace
Hole and fixation hole are filled, the second connector sequentially passes through connecting hole and the second mounting hole, the first connector and the second connector difference
Junction steel plate is fixed on by nut.
10. the construction method of fabricated shear wall according to claim 8, which is characterized in that the bolt and slot it
Between fill viscoplasticity Energy dissipating material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910543002.8A CN110219391A (en) | 2019-06-21 | 2019-06-21 | A kind of fabricated shear wall and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910543002.8A CN110219391A (en) | 2019-06-21 | 2019-06-21 | A kind of fabricated shear wall and construction method |
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| CN110219391A true CN110219391A (en) | 2019-09-10 |
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| CN201910543002.8A Pending CN110219391A (en) | 2019-06-21 | 2019-06-21 | A kind of fabricated shear wall and construction method |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700441A (en) * | 2019-10-30 | 2020-01-17 | 上海应用技术大学 | Prefabricated assembled concrete shear force wall tenon formula steel node connection structure |
| CN113863756A (en) * | 2021-11-15 | 2021-12-31 | 东莞理工学院 | Three-phase adjacent structure damping control system suitable for building compact area |
| CN116856584A (en) * | 2023-08-18 | 2023-10-10 | 河北陆星建设集团有限公司 | Energy-saving multifunctional building outer wall body |
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| CN109577518A (en) * | 2018-12-05 | 2019-04-05 | 谢建林 | A kind of fabricated shear wall horizontal connection structure and construction method |
| CN109898667A (en) * | 2019-03-22 | 2019-06-18 | 中南大学 | A kind of the assembled RC shear wall structure and its construction method of dry type connection |
| CN210597740U (en) * | 2019-06-21 | 2020-05-22 | 华南理工大学 | Assembled shear force wall |
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| JP2000170285A (en) * | 1998-12-08 | 2000-06-20 | Kajima Corp | Connecting method for steel sheet concrete structural wall and junction structure |
| CN107299699A (en) * | 2017-06-26 | 2017-10-27 | 东南大学 | Assembled cavity shear wall horizontal joint Alveolus type dry type attachment structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700441A (en) * | 2019-10-30 | 2020-01-17 | 上海应用技术大学 | Prefabricated assembled concrete shear force wall tenon formula steel node connection structure |
| CN113863756A (en) * | 2021-11-15 | 2021-12-31 | 东莞理工学院 | Three-phase adjacent structure damping control system suitable for building compact area |
| CN113863756B (en) * | 2021-11-15 | 2022-09-13 | 东莞理工学院 | Three-phase adjacent structure damping control system suitable for building compact area |
| CN116856584A (en) * | 2023-08-18 | 2023-10-10 | 河北陆星建设集团有限公司 | Energy-saving multifunctional building outer wall body |
| CN116856584B (en) * | 2023-08-18 | 2023-12-08 | 河北陆星建设集团有限公司 | Energy-saving multifunctional building outer wall body |
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