CN108286301A - A kind of fabricated shear wall and its assembly construction method with corner - Google Patents
A kind of fabricated shear wall and its assembly construction method with corner Download PDFInfo
- Publication number
- CN108286301A CN108286301A CN201810372730.2A CN201810372730A CN108286301A CN 108286301 A CN108286301 A CN 108286301A CN 201810372730 A CN201810372730 A CN 201810372730A CN 108286301 A CN108286301 A CN 108286301A
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- Prior art keywords
- straight section
- rotation angle
- angle position
- corner
- shear wall
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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
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/867—Corner details
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to a kind of fabricated shear wall and its assembly construction method with corner, belongs to assembled architecture technical field.It includes：Straight section exempts to tear concrete blinding, rotation angle position outside P CF plates, rotation angle position inner side template and end edge sealing template open；Further include for rotation angle position outside P CF plates, rotation angle position inner side template and fixing device for clamping end edge sealing template to be clamped；It is described exempt to tear open concrete blinding include inside and outside concrete slab and two layers of concrete slab between equally distributed pull rod；The fixing device, including shaped steel and pull rod, the shaped steel are symmetrically arranged in rotation angle position outside P CF plates and rotation angle position inner side template.The advantages of existing cast-in-place structural of the invention, good integrity, shock resistance is good, and does not allow to be also easy to produce crack, the advantages of but also with assembled architecture, saves that scene is artificial, and construction site neat and tidy shortens construction period etc..
Description
Technical field
The present invention relates to a kind of fabricated shear wall and its assembly construction method with corner, belongs to assembled architecture skill
Art field.
Background technology
For many years, in building trade, it is related to a large amount of concreting work, traditional wall rotation angle position pours
Work, needs to expend a large amount of manpower and materials and time at the scene, and the assembled architecture technology of rising in recent years, turns in wall
Present branch module and cast-in-situ is also still wanted in angle part, moreover, the vertical concrete prefabricated element in assembled architecture is in levels reinforcing bar
Connection section and New-old concrete interface, all there are many deficiencies place, such as reinforcing bar using grout sleeve understand
Quality problems, influence the safety of building structure, and New-old concrete pours the cold seam of generation, the later stage easy to produce crack so that
There is seepy question.
Invention content
In order to overcome drawbacks described above, the purpose of the present invention is to provide a kind of fabricated shear wall with corner and its assembly
The advantages of formula construction method, existing cast-in-place structural, good integrity, shock resistance is good, and does not allow to be also easy to produce crack, but also with assembled
The advantages of building, save scene manually, construction site neat and tidy shortens construction period etc..
The present invention to achieve the goals above, adopts the following technical scheme that：
A kind of fabricated shear wall with corner, it includes：Straight section exempts to tear concrete blinding, rotation angle position outside P CF plates, corner open
Position inner side template and end edge sealing template；
Further include for rotation angle position outside P CF plates, rotation angle position inner side template to be clamped and is used for clamping end edge sealing template
Fixing device；
It is described exempt to tear open concrete blinding include inside and outside concrete slab and two layers of concrete slab between equally distributed drawing
Bar；
The fixing device, including shaped steel and pull rod, the shaped steel are symmetrically arranged in rotation angle position outside P CF plates and rotation angle position
In inner side template.
Further, the inside of outside concrete slab can also adhere to thermal insulation board.
Further, corresponding on rotation angle position outside P CF plates and rotation angle position inner side template and shaped steel to open up and pull rod
Adaptable installation hole.
Further, corner sleeper reinforcing bar is banded with inside shear wall, the straight section wall body reinforcing bar inside shear wall penetrates directly
Section is exempted to tear open in concrete blinding, splicing fixation is carried out with rotation angle position outside P CF plates and rotation angle position inner side template, in two end seals
One-piece casting concrete makes shear wall be molded after the edge sealing template of upper end.
Further, the material of rotation angle position inner side template and end edge sealing template is aluminium.
The rotation angle position outside P CF plates, shape, the size that shape and size can be according to the building wall limb to be constructed
To adjust.
Straight section exempts to tear concrete blinding open can be as the long limb wall body template of corner shear wall, outside rotation angle position PCF plates
And aluminum alloy pattern plate forms the template of the corner sleeper part of corner shear wall by assembly on the inside of rotation angle position.Inside shear wall
Corner sleeper reinforcing bar can first be bound on floor face, the straight section wall body reinforcing bar inside shear wall can penetrate straight section in advance and exempt from
It tears open in concrete blinding, then integral hoisting is in place, is spelled with aluminum alloy pattern plate on the inside of rotation angle position outside P CF plates, rotation angle position
Fixation is connect, finally one-piece casting concrete makes shear wall be molded after aluminum dipping form end mould is sealed up at both ends.
A kind of assembly construction method of the fabricated shear wall with corner, method and step are：
A. on construction flooring, the corner sleeper reinforcing bar of binding improvement angle shear wall；
B. in ground heap place, the straight section sleeper steel reinforcement cage of shear wall and straight section wall body reinforcing bar are penetrated into straight section by wearing muscle tooling
The internal cavities for exempting to tear open concrete blinding, exempt from straight section wall body reinforcing bar and the straight section to tear concrete blinding open and are fixed together after putting on,
It is higher than vertical straight section wall body reinforcing bar bottom end to wear the bottom that muscle tooling allows straight section to exempt to tear open concrete blinding, and keeps space, it is whole
When lifting, the bottom that straight section exempts to tear open concrete blinding is made to stretch out vertical straight section wall body reinforcing bar；
C. exempt from the straight section to tear concrete blinding open and be lifted to designated position together with straight section wall body reinforcing bar, straight section wall body reinforcing bar is made just to connect
Touch flooring, straight section is exempted to tear open with a distance from concrete blinding still has from flooring；
D. exempt to tear concrete blinding bottom pad supports tooling open in straight section, be maked somebody a mere figurehead, suspension centre does not break off relations at this time；
E. by the straight section wall body reinforcing bar of the vertical wall body of shear wall and corner sleeper reinforcing bar reinforcing bar binding overlap joint corresponding to lower layer；
F. supporting tooling is pumped, exempts from the straight section to tear concrete blinding open and slowly fall, after adjustment is in place, diagonal brace is made and fixes；
G. the rotation angle position outside P CF plates for lifting rotation angle position adjust in place rear fixed；
H. the rotation angle position inner side template at installing angle position and end edge sealing template, and pass through shaped steel and pull rod and rotation angle position
Outside P CF plates are clamped；
I. the end edge sealing template of long wall acra and straight section, which exempt to tear concrete blinding open, is installed together, and is clamped by pull rod；
J. walls concrete is poured, wall is made to be molded.
The present invention is assemblied to form the cast-in-place of corner shear wall by exempting to tear concrete blinding open with straight section with PCF plates and aluminum alloy pattern plate
Template had both had assembled architecture technology and has reduced live artificial and working procedure advantage, and also had the anti-of cast-in-place construction technology
The characteristics of shaking good integrity, to realize the optimal purpose of comprehensive benefit.
The structure vertical reinforcement and transverse steel, it is interspersed for convenience and fixed, can according to by two reinforcement weldings at
The shape of " ladder ".
The pull rod plays the connection function of connection both ends concrete shield, while also resisting concrete cast-in-situ mistake
Lateral force in journey, while putting, limiting transverse steel, it can be round bar, or other shapes, herein
The concrete shape illustrated is only used for explaining the present invention, is not intended to limit the present invention.
The PCF plates can be processed into satisfactory external form, should manage according to the shape of construction wall, size requirement
Solution, the concrete form of meaning shown here are only used for explaining the present invention, be not intended to limit the present invention.
The end aluminum dipping form edge sealing template, effect be block end opening portion, meaning shown here it is specific fixation and
Connection type is only used for explaining the present invention, is not intended to limit the present invention.
Concrete blinding inside and outside described, thick bottom may be the same or different.
Beneficial effects of the present invention：
1, the present invention realizes that formwork is exempted from wall body part, and form removal exempts to paint；
2, the present invention realizes that the construction of corner greatly reduces cost of labor, shortens the duration；
3, the present invention has heat preservation, waterproof, cracking resistance, the effect of earthquake-resistant structure.
4, this invention ensures that the continuity of structure vertical reinforcement, securely and reliably.
5, the present invention can improve building assembly rate.
6, the present invention, which realizes, to be factory produced, convenient and efficient, greatly shortens the time of architecture construction.
Description of the drawings
Fig. 1 is the schematic three dimensional views of the present invention；
Fig. 2 is the vertical view of the present invention；
Fig. 3 is the elevation of the present invention；
Fig. 4 is the exploded view of the present invention.
Specific implementation mode
Present invention will now be described in detail with reference to the accompanying drawings.：
A kind of fabricated shear wall with corner, it includes：Straight section is exempted to tear concrete blinding 1 open, rotation angle position outside P CF plates 2, be turned
Angular position inner side template 3 and end edge sealing template 4；
Further include for rotation angle position outside P CF plates 2, rotation angle position inner side template 3 to be clamped and is used for clamping end edge sealing mould
The fixing device of plate 4；
It is described exempt to tear open concrete blinding 1 include inside and outside concrete slab 1.1 and two layers of concrete slab 1.1 between uniformly
The pull rod 1.3 of distribution；
The fixing device, including shaped steel 5 and pull rod 6, the shaped steel 5 are symmetrically arranged in rotation angle position outside P CF plates 2 and corner
In position inner side template 3.
Wherein if exterior wall has thermal requirements, the inside of outside concrete slab that can also adhere to thermal insulation board 1.2.
Corresponding open up is adapted with pull rod 6 on rotation angle position outside P CF plates 2 and rotation angle position inner side template 3 and shaped steel 5
Installation hole.
Corner sleeper reinforcing bar 7 is banded with inside shear wall, the straight section wall body reinforcing bar 8 inside shear wall penetrate straight section exempt to tear open it is mixed
In solidifying clay model plate 1, splicing fixation is carried out with rotation angle position outside P CF plates 2 and rotation angle position inner side template 3, end is sealed up at both ends
One-piece casting concrete makes shear wall be molded after portion's edge sealing template 4.
The material of rotation angle position inner side template 3 and end edge sealing template 4 is aluminium.
A kind of assembly construction method of the fabricated shear wall with corner, method and step are：
A. on construction flooring, the corner sleeper reinforcing bar 7 of binding improvement angle shear wall；
B. in ground heap place, the straight section sleeper steel reinforcement cage of shear wall and straight section wall body reinforcing bar 8 are penetrated directly by wearing muscle tooling
Section is exempted to tear the internal cavities of concrete blinding 1 open, exempts from straight section wall body reinforcing bar 8 and the straight section to tear concrete blinding 1 open after putting on and is fixed on
Together, it is higher than vertical 8 bottom ends of straight section wall body reinforcing bar to wear the bottom that muscle tooling allows straight section to exempt to tear open concrete blinding 1, and keeps empty
Between, when integral lifting, the bottom that straight section exempts to tear open concrete blinding 1 is made to stretch out vertical straight section wall body reinforcing bar 8；
C. exempt from the straight section to tear concrete blinding 1 open and be lifted to designated position together with straight section wall body reinforcing bar 8, kept straight section wall body reinforcing bar 8 rigid
Contact flooring well, straight section is exempted to tear open with a distance from concrete blinding 1 still has from flooring；
D. exempt to tear 1 bottom pad supports tooling of concrete blinding open in straight section, be maked somebody a mere figurehead, suspension centre does not break off relations at this time；
E. by the straight section wall body reinforcing bar 8 of the vertical wall body of shear wall and 7 reinforcing bar corresponding to lower layer of corner sleeper reinforcing bar binding overlap joint；
F. supporting tooling is pumped, exempts from the straight section to tear concrete blinding 1 open and slowly fall, after adjustment is in place, diagonal brace is made and fixes；
G. the rotation angle position outside P CF plates 2 for lifting rotation angle position adjust in place rear fixed；
H. the rotation angle position inner side template 3 at installing angle position and end edge sealing template 4, and pass through shaped steel 5 and pull rod 6 and corner
Position outside P CF plates 2 are clamped；
I. the end edge sealing template 4 of long wall acra and straight section, which exempt to tear concrete blinding 1 open, is installed together, and is clamped by pull rod 6；
J. walls concrete is poured, wall is made to be molded.
The structure vertical reinforcement and transverse steel, it is interspersed for convenience and fixed, can according to by two reinforcement weldings at
The shape of " ladder ".
The pull rod plays the connection function of connection both ends concrete shield, while also resisting concrete cast-in-situ mistake
Lateral force in journey, while putting, limiting transverse steel, it can be round bar, or other shapes, herein
The concrete shape illustrated is only used for explaining the present invention, is not intended to limit the present invention.
The PCF plates can be processed into satisfactory external form, should manage according to the shape of construction wall, size requirement
Solution, the concrete form of meaning shown here are only used for explaining the present invention, be not intended to limit the present invention.
The end aluminum dipping form edge sealing template, effect be block end opening portion, meaning shown here it is specific fixation and
Connection type is only used for explaining the present invention, is not intended to limit the present invention.
Concrete blinding inside and outside described, thick bottom may be the same or different.
Claims (6)
1. a kind of fabricated shear wall with corner, which is characterized in that it includes：Straight section exempts to tear concrete blinding open（1）, corner portion
Position outside P CF plates（2）, rotation angle position inner side template（3）And end edge sealing template（4）；
Further include for rotation angle position outside P CF plates to be clamped（2）, rotation angle position inner side template（3）And it is sealed for clamping end
Cheek board（4）Fixing device；
It is described to exempt to tear concrete blinding open（1）Concrete slab including inside and outside（1.1）And two layers of concrete slab（1.1）It
Between equally distributed pull rod（1.3）；
The fixing device, including shaped steel（5）And pull rod（6）, the shaped steel（5）It is symmetrically arranged in rotation angle position outside P CF plates
（2）With rotation angle position inner side template（3）On.
2. the fabricated shear wall according to claim 1 with corner, it is characterised in that：The inside of outside concrete slab is also
Thermal insulation board can be adhered to（1.2）.
3. the fabricated shear wall according to claim 1 with corner, it is characterised in that：In rotation angle position outside P CF plates
（2）With rotation angle position inner side template（3）And shaped steel（5）Upper correspondence opens up and pull rod（6）Adaptable installation hole.
4. the fabricated shear wall according to claim 1 with corner, it is characterised in that：Corner is banded with inside shear wall
Sleeper reinforcing bar（7）, the straight section wall body reinforcing bar inside shear wall（8）Straight section is penetrated to exempt to tear concrete blinding open（1）It is interior, with rotation angle position
Outside P CF plates（2）With rotation angle position inner side template（3）Splicing fixation is carried out, end edge sealing template is sealed up at both ends（4）It is whole afterwards
Casting concrete makes shear wall be molded.
5. the fabricated shear wall according to claim 1 with corner, it is characterised in that：Rotation angle position inner side template（3）
With end edge sealing template（4）Material be aluminium.
6. the assembly construction method of kind of the fabricated shear wall with corner, method and step are characterized in that：
A. on construction flooring, the corner sleeper reinforcing bar of binding improvement angle shear wall（7）；
B. in ground heap place, by wearing muscle tooling by the straight section sleeper steel reinforcement cage of shear wall and straight section wall body reinforcing bar（8）It penetrates
Straight section exempts to tear concrete blinding open（1）Internal cavities, by straight section wall body reinforcing bar after putting on（8）Exempt to tear concrete blinding open with straight section
（1）It is fixed together, wears muscle tooling and straight section is allowed to exempt to tear concrete blinding open（1）Bottom than vertical straight section wall body reinforcing bar（8）Bottom
End is high, and keeps space, when integral lifting, straight section is made to exempt to tear concrete blinding open（1）Bottom stretch out vertical straight section wall body steel
Muscle（8）；
C. straight section is exempted to tear concrete blinding open（1）Together with straight section wall body reinforcing bar（8）It is lifted to designated position, makes straight section wall body steel
Muscle（8）Flooring is just contacted, straight section exempts to tear concrete blinding open（1）With a distance from still having from flooring；
D. exempt to tear concrete blinding open in straight section（1）Bottom pad supports tooling, is maked somebody a mere figurehead, suspension centre does not break off relations at this time；
E. by the straight section wall body reinforcing bar of the vertical wall body of shear wall（8）And corner sleeper reinforcing bar（7）Reinforcing bar binding corresponding to lower layer
Overlap joint；
F. supporting tooling is pumped, straight section is exempted to tear concrete blinding open（1）It slowly falls, after adjustment is in place, makes diagonal brace and fix；
G. the rotation angle position outside P CF plates of rotation angle position are lifted（2）, adjust in place rear fixed；
H. the rotation angle position inner side template at installing angle position（3）And end edge sealing template（4）, and pass through shaped steel（5）And pull rod
（6）With rotation angle position outside P CF plates（2）Clamping；
I. the end edge sealing template of long wall acra（4）Exempt to tear concrete blinding open with straight section（1）It is installed together, passes through pull rod
（6）Clamping；
J. walls concrete is poured, wall is made to be molded.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810372730.2A CN108286301A (en) | 2018-04-24 | 2018-04-24 | A kind of fabricated shear wall and its assembly construction method with corner |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810372730.2A CN108286301A (en) | 2018-04-24 | 2018-04-24 | A kind of fabricated shear wall and its assembly construction method with corner |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108286301A true CN108286301A (en) | 2018-07-17 |
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ID=62834819
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810372730.2A Pending CN108286301A (en) | 2018-04-24 | 2018-04-24 | A kind of fabricated shear wall and its assembly construction method with corner |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643405A (en) * | 2018-08-13 | 2018-10-12 | 中清大装配式建筑有限公司 | Assembled mould plate and its construction method for shear wall corner sleeper region |
| CN108643404A (en) * | 2018-08-13 | 2018-10-12 | 中清大装配式建筑有限公司 | Assembled splices the frivolous template of partition wall |
| CN108867935A (en) * | 2018-09-18 | 2018-11-23 | 三筑工科技有限公司 | L shape connecting structure of wall and assembled arthitecutral structure system |
| CN108952143A (en) * | 2018-08-13 | 2018-12-07 | 中清大装配式建筑有限公司 | Splice energy saving template and its construction method |
| CN109676764A (en) * | 2018-12-21 | 2019-04-26 | 安徽省高迪环保股份有限公司 | A kind of assembly concrete out-hung panel prepares mold and preparation method |
| CN110453910A (en) * | 2019-09-12 | 2019-11-15 | 上海圣奎塑业有限公司 | With the disassembly-free thermal-insulation form board system and its construction method for promoting flatness |
| CN110905096A (en) * | 2019-12-11 | 2020-03-24 | 中国十七冶集团有限公司 | Plastering-free construction method for wall, column and beam of fabricated structure |
| CN111456432A (en) * | 2020-03-16 | 2020-07-28 | 秦嘉慧 | Assembled horizontal splicing template |
| CN111576615A (en) * | 2020-05-26 | 2020-08-25 | 王勇锋 | Integrated house building method of assembling die |
| CN111705972A (en) * | 2020-06-22 | 2020-09-25 | 舒长青 | Disassembly-free color plastic building template and use method thereof |
| CN113123595A (en) * | 2021-04-08 | 2021-07-16 | 中国建筑第八工程局有限公司 | Wall-connected column formwork reinforcing structure and construction method thereof |
| CN114250888A (en) * | 2021-12-27 | 2022-03-29 | 福建宏盛建设集团有限公司 | Assembly type disassembly-free template for building assembly and installation method |
| CN115478609A (en) * | 2022-10-28 | 2022-12-16 | 四川大学 | Assembled cast-in-place concrete space box structure system |
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| CN108643404A (en) * | 2018-08-13 | 2018-10-12 | 中清大装配式建筑有限公司 | Assembled splices the frivolous template of partition wall |
| CN108952143A (en) * | 2018-08-13 | 2018-12-07 | 中清大装配式建筑有限公司 | Splice energy saving template and its construction method |
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| CN108867935A (en) * | 2018-09-18 | 2018-11-23 | 三筑工科技有限公司 | L shape connecting structure of wall and assembled arthitecutral structure system |
| CN109676764A (en) * | 2018-12-21 | 2019-04-26 | 安徽省高迪环保股份有限公司 | A kind of assembly concrete out-hung panel prepares mold and preparation method |
| CN110453910A (en) * | 2019-09-12 | 2019-11-15 | 上海圣奎塑业有限公司 | With the disassembly-free thermal-insulation form board system and its construction method for promoting flatness |
| CN110905096A (en) * | 2019-12-11 | 2020-03-24 | 中国十七冶集团有限公司 | Plastering-free construction method for wall, column and beam of fabricated structure |
| CN111456432A (en) * | 2020-03-16 | 2020-07-28 | 秦嘉慧 | Assembled horizontal splicing template |
| CN111576615A (en) * | 2020-05-26 | 2020-08-25 | 王勇锋 | Integrated house building method of assembling die |
| CN111705972A (en) * | 2020-06-22 | 2020-09-25 | 舒长青 | Disassembly-free color plastic building template and use method thereof |
| CN113123595A (en) * | 2021-04-08 | 2021-07-16 | 中国建筑第八工程局有限公司 | Wall-connected column formwork reinforcing structure and construction method thereof |
| CN113123595B (en) * | 2021-04-08 | 2022-11-25 | 中国建筑第八工程局有限公司 | Wall column connecting template reinforcing structure and construction method thereof |
| CN114250888A (en) * | 2021-12-27 | 2022-03-29 | 福建宏盛建设集团有限公司 | Assembly type disassembly-free template for building assembly and installation method |
| CN114250888B (en) * | 2021-12-27 | 2023-03-31 | 福建宏盛建设集团有限公司 | Assembly type disassembly-free template for building assembly and installation method |
| CN115478609A (en) * | 2022-10-28 | 2022-12-16 | 四川大学 | Assembled cast-in-place concrete space box structure system |
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