CN205502265U - Precast shear wall perps quick connect structure and monomer thereof - Google Patents
Precast shear wall perps quick connect structure and monomer thereof Download PDFInfo
- Publication number
- CN205502265U CN205502265U CN201620238861.8U CN201620238861U CN205502265U CN 205502265 U CN205502265 U CN 205502265U CN 201620238861 U CN201620238861 U CN 201620238861U CN 205502265 U CN205502265 U CN 205502265U
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- China
- Prior art keywords
- shear wall
- precast shear
- connecting portion
- perps
- bolt
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Abstract
The utility model provides a precast shear wall perps quick connect structure, including two at least precast shear wall, two at least pre -buried shaped steel and a plurality of bolt, pre -buried shaped steel includes a pre -buried portion and connecting portion, pre -buried portion is fixed in in the precast shear wall, a side of connecting portion is fixed in precast shear wall's a side, the another side of connecting portion is provided with a plurality of bolt holes, through the bolt with the bolt hole is with two connecting portion carry out fixed connection. The utility model also provides a precast shear wall perps high -speed joint monomer, the utility model discloses an assembly process is simple, construction speed is fast, the quality is secure and be favorable to the environmental protection, dismantling of member has been realized, be convenient for component replacement and removal, H profiled steel structure makes antidetonation ductility good, the pre -buried shaped steel of perps department is continuous, the stiffening rib set up the bucking that has effectively delayed H shaped steel, structural integrity and atress performance are good.
Description
Technical field
This utility model relates to a kind of precast shear wall perps fast joint structure and monomer whose, belongs to building
Prefabricated assembled concrete technical field of structures in engineering.
Background technology
In building use prefabricated construction can energy-conservation, water saving, material-saving, building rubbish is greatly reduced
Rubbish, reduction sound pollution, reduce labour force's consumption and intensity, be effectively improved construction environment, improve engineering
Quality.
In prefabricated assembled concrete structure, seam interconnection technique is the key technology of this class formation, is
Ensure structural integrity and the key of anti-seismic performance.In the prefabricated assembled shear wall structure of tradition, perps connects
Mainly by precast shear wall reserved steel bar, it is connected with Reinforcement in perps position, then stands
Template rear pouring concrete are formed, and there are the following problems for this perps interconnection technique: bar connecting difficulty,
Needing shuttering casting concrete, complex procedures, difficulty of construction is big, and the duration is longer, and difficult quality is protected
Card, it addition, the structure formed is non-dismountable, is unfavorable for changing body of wall and movement.
Summary of the invention
One of the technical problems to be solved in the utility model, is to provide a kind of precast shear wall perps quick
Attachment structure, be a kind of connect quickly, easy construction, construction quality is good, anti-earthquake ductility is good, stress
Can superior and dismountable precast shear wall perps connecting structure.
One of problem of the present utility model, is achieved in that
A kind of precast shear wall perps fast joint structure, including at least two precast shear wall, at least two
Individual pre-buried shaped steel and a plurality of bolt, described pre-buried shaped steel includes a preburying part and a connecting portion,
Described preburying part is fixed in described precast shear wall, and the one side of described connecting portion is fixed on described prefabricated
The one side of shear wall, the another side of described connecting portion is provided with a plurality of bolt hole, by described spiral shell
Two described connecting portions are fixedly connected by bolt and described bolt hole.
Further, described connecting portion is H profile steel, two vertical edges of described H profile steel be wide or
Width is arranged, and described H profile steel is carbon steel plate, corrosion resistant plate or refractory steel plates.
Further, described connecting portion is provided with a plurality of ribbed stiffener, between a plurality of described ribbed stiffeners
Contour or the most contour setting.
Further, a plurality of described bolts hole be single-row or multiple row arrange, between each column horizontal symmetry or
It is crisscross arranged.
Further, described connecting portion surface configuration has PLASTIC LAMINATED or is coated with flameproof protection material.
The two of the technical problems to be solved in the utility model, are to provide a kind of precast shear wall perps quick
Connect monomer, be a kind of connect quickly, easy construction, construction quality is good, anti-earthquake ductility is good, stress
Can superior and dismountable precast shear wall perps connecting structure.
The two of problem of the present utility model, are achieved in that
A kind of precast shear wall perps quickly connects monomer, including a precast shear wall, a pre-buried shaped steel with
And a plurality of bolt, described pre-buried shaped steel includes that a preburying part and a junction, described preburying part are fixed on
In described precast shear wall, the one side of described connecting portion is fixed on the one side of described precast shear wall,
The another side of described connecting portion is provided with a plurality of bolt hole, will by described bolt and described bolt hole
Described connecting portion is fixedly connected.
Further, described connecting portion is H profile steel, two vertical edges of described H profile steel be wide or
Width is arranged, and described H profile steel is carbon steel plate, corrosion resistant plate or refractory steel plates.
Further, described connecting portion is provided with a plurality of ribbed stiffener, between a plurality of described ribbed stiffeners
Contour or the most contour setting.
Further, a plurality of described bolts hole be single-row or multiple row arrange, between each column horizontal symmetry or
It is crisscross arranged.
Further, described connecting portion surface configuration has PLASTIC LAMINATED or is coated with flameproof protection material.
The utility model has the advantage of: pre-buried shaped steel of the present utility model is with bolts, on-the-spot nothing
Need assembling reinforcement and installation form, it is not necessary to casting concrete, thus assembly process is simple, speed of application fast,
Quality is secure and beneficially environmental protection；It is bolted, it is achieved that component detachable, it is simple to component
Change and mobile；Junction is H profile steel structure, and anti-earthquake ductility is good；At perps, pre-buried shaped steel is continuous,
Ribbed stiffener to arrange the flexing effectively having delayed H profile steel, structural integrity and stress performance good.
Accompanying drawing explanation
This utility model is further described the most in conjunction with the embodiments.
Fig. 1 is the axonometric chart of this utility model a kind of precast shear wall perps fast joint structure.
Fig. 2 is the plane graph of this utility model a kind of precast shear wall perps fast joint structure.
Fig. 3 is the axonometric chart that this utility model a kind of precast shear wall perps quickly connects monomer.
Label declaration in figure:
The pre-buried shaped steel of 1-precast shear wall, 2-, 21-connecting portion, 211-H shaped steel, 22-ribbed stiffener, 23-
Bolt hole, 3-bolt.
Detailed description of the invention
Below in conjunction with embodiment, the utility model is described in further detail, but of the present utility model
Structure is not limited only to following example.
Referring to shown in Fig. 1 and Fig. 2, a kind of precast shear wall perps of the present utility model quickly connects knot
Structure, including at least two precast shear wall 1, the pre-buried shaped steel of at least two 2 and a plurality of bolt 3,
Described pre-buried shaped steel 2 includes a preburying part (not shown) and a connecting portion 21, described preburying part
Being fixed in described precast shear wall 1, the one side of described connecting portion 21 is fixed on described prefabricated shearing
The one side of wall 1, the another side of described connecting portion 21 is provided with a plurality of bolt hole 23, by institute
State bolt 3 and described bolt hole 23 to be fixedly connected by two described connecting portions 21.
Further, described connecting portion 21 is H profile steel 211, can use welding or roll forming,
Its cross section is arranged along height for uiform section；Two vertical edges of described H profile steel 211 are wide or the most wide
Arranging, and described H profile steel 211 is carbon steel plate, corrosion resistant plate or refractory steel plates, hardness is relatively big,
Stress performance is good.
Further, described connecting portion 21 is provided with a plurality of ribbed stiffener 22, a plurality of described in put more energy into
Contour or the most contour setting between rib 22, i.e. along described pre-buried shaped steel 2 the most equidistantly or not etc. between
Away from setting.
Further, a plurality of described bolts hole 23 are single-row or multiple row is arranged, level pair between each column
Claim or be crisscross arranged.
Further, described connecting portion 21 surface configuration has PLASTIC LAMINATED or is coated with flameproof protection material,
For improving the fire endurance of described pre-buried shaped steel 2.
Referring to shown in Fig. 3, a kind of precast shear wall perps of the present utility model quickly connects monomer, bag
Including precast shear wall 1, pre-buried shaped steel 2 and an a plurality of bolt 3, described pre-buried shaped steel 2 includes
One preburying part (not shown) and a junction 21, described preburying part is fixed on described precast shear wall 1
In, the one side of described connecting portion 21 is fixed on the one side of described precast shear wall 1, described connection
The another side in portion 21 is provided with a plurality of bolt hole 23, by described bolt 3 and described bolt hole 23
Described connecting portion 21 is fixedly connected.
Further, described connecting portion 21 is H profile steel 211, can use welding or roll forming,
Its cross section is arranged along height for uiform section；Two vertical edges of described H profile steel 211 are wide or the most wide
Arranging, and described H profile steel 211 is carbon steel plate, corrosion resistant plate or refractory steel plates, hardness is relatively big,
Stress performance is good.
Further, described connecting portion 21 is provided with a plurality of ribbed stiffener 22, a plurality of described in put more energy into
Contour or the most contour setting between rib 22, i.e. along described pre-buried shaped steel 2 the most equidistantly or not etc. between
Away from setting.
Further, a plurality of described bolts hole 23 are single-row or multiple row is arranged, level pair between each column
Claim or be crisscross arranged.
Further, described connecting portion 21 surface configuration has PLASTIC LAMINATED or is coated with flameproof protection material,
For improving the fire endurance of described pre-buried shaped steel 2.
In sum, advantage of the present utility model is as follows:
Pre-buried shaped steel 2 of the present utility model uses bolt 3 to connect, and scene is without assembling reinforcement and installs mould
Plate, it is not necessary to casting concrete, thus assembly process is simple, speed of application is fast, quality is secure and favourable
In environmental protection；Connected by bolt 3, it is achieved that component detachable, it is simple to component replacement and movement；Even
Meeting place is H profile steel 211 structure, and anti-earthquake ductility is good；At perps, pre-buried shaped steel 2 is continuously, ribbed stiffener 22
To arrange the flexing effectively having delayed H profile steel 211, structural integrity and stress performance good.
Although the foregoing describing detailed description of the invention of the present utility model, but it is familiar with the skill of the art
Art personnel should be appreciated that our described specific embodiment is merely exemplary rather than for right
The restriction of scope of the present utility model, those of ordinary skill in the art are according to spirit of the present utility model
The modification of the equivalence made and change, all should contain of the present utility model claimed
In the range of.
Claims (10)
1. a precast shear wall perps fast joint structure, it is characterised in that: include that at least two is pre-
The pre-buried shaped steel of shear wall processed, at least two and a plurality of bolt, described pre-buried shaped steel include one pre-buried
Portion and a connecting portion, described preburying part is fixed in described precast shear wall, the side of described connecting portion
The one side of described precast shear wall is fixed in face, and the another side of described connecting portion is provided with a plurality of spiral shell
Two described connecting portions are fixedly connected by keyhole by described bolt and described bolt hole.
2. a kind of precast shear wall perps fast joint structure as claimed in claim 1, its feature exists
In: described connecting portion is H profile steel, and two vertical edges of described H profile steel are wide or the most wide setting, and
Described H profile steel is carbon steel plate, corrosion resistant plate or refractory steel plates.
3. a kind of precast shear wall perps fast joint structure as claimed in claim 1, its feature exists
In: be provided with a plurality of ribbed stiffener on described connecting portion, between a plurality of described ribbed stiffeners contour or
High setting.
4. a kind of precast shear wall perps fast joint structure as claimed in claim 1, its feature exists
It is single-row or multiple row is arranged in: a plurality of described bolts hole, horizontal symmetry or be crisscross arranged between each column.
5. a kind of precast shear wall perps fast joint structure as claimed in claim 1, its feature exists
In: described connecting portion surface configuration has PLASTIC LAMINATED or is coated with flameproof protection material.
6. a precast shear wall perps quickly connects monomer, it is characterised in that: include a prefabricated shearing
Wall, a pre-buried shaped steel and a plurality of bolt, described pre-buried shaped steel includes a preburying part and a junction,
Described preburying part is fixed in described precast shear wall, and the one side of described connecting portion is fixed on described prefabricated
The one side of shear wall, the another side of described connecting portion is provided with a plurality of bolt hole, by described spiral shell
Described connecting portion is fixedly connected by bolt and described bolt hole.
7. a kind of precast shear wall perps as claimed in claim 6 quickly connects monomer, and its feature exists
In: described connecting portion is H profile steel, and two vertical edges of described H profile steel are wide or the most wide setting, and
Described H profile steel is carbon steel plate, corrosion resistant plate or refractory steel plates.
8. a kind of precast shear wall perps as claimed in claim 6 quickly connects monomer, and its feature exists
In: be provided with a plurality of ribbed stiffener on described connecting portion, between a plurality of described ribbed stiffeners contour or
High setting.
9. a kind of precast shear wall perps as claimed in claim 6 quickly connects monomer, and its feature exists
It is single-row or multiple row is arranged in: a plurality of described bolts hole, horizontal symmetry or be crisscross arranged between each column.
10. a kind of precast shear wall perps as claimed in claim 6 quickly connects monomer, and its feature exists
In: described connecting portion surface configuration has PLASTIC LAMINATED or is coated with flameproof protection material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620238861.8U CN205502265U (en) | 2016-03-25 | 2016-03-25 | Precast shear wall perps quick connect structure and monomer thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620238861.8U CN205502265U (en) | 2016-03-25 | 2016-03-25 | Precast shear wall perps quick connect structure and monomer thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205502265U true CN205502265U (en) | 2016-08-24 |
Family
ID=56732824
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620238861.8U Expired - Fee Related CN205502265U (en) | 2016-03-25 | 2016-03-25 | Precast shear wall perps quick connect structure and monomer thereof |
Country Status (1)
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|---|---|
| CN (1) | CN205502265U (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106168057A (en) * | 2016-08-30 | 2016-11-30 | 河北建筑工程学院 | A kind of assembled steel lath band combined concrete shear wall and making construction method thereof |
| CN106168054A (en) * | 2016-08-30 | 2016-11-30 | 河北建筑工程学院 | Connecting structure with dry shaped connecting piece precast shear wall plate and construction method thereof |
| CN106193336A (en) * | 2016-08-30 | 2016-12-07 | 河北建筑工程学院 | Connecting structure and construction method thereof with H groove part wall construction precast shear wall |
| CN106968331A (en) * | 2017-04-28 | 2017-07-21 | 高创建设股份有限公司 | Construction steel structure |
| CN107190880A (en) * | 2017-06-26 | 2017-09-22 | 东南大学 | A kind of fabricated shear wall vertical abutment joint Alveolus type power consumption attachment means |
| CN107355027A (en) * | 2017-08-30 | 2017-11-17 | 河北建筑工程学院 | A kind of steel and concrete shear wall assembling-type space module structural system and construction method |
| CN107905423A (en) * | 2017-10-23 | 2018-04-13 | 华侨大学 | A kind of assembly concrete floor and its construction method |
| CN108442571A (en) * | 2018-03-22 | 2018-08-24 | 河海大学 | Assembled assembled wall |
| CN110725455A (en) * | 2019-10-25 | 2020-01-24 | 绍兴文理学院 | Transverse connection method for assembled composite floor slabs |
| CN110820983A (en) * | 2019-10-25 | 2020-02-21 | 绍兴文理学院 | Longitudinal connection method for assembled prefabricated superposed wall boards |
| CN110820984A (en) * | 2019-10-25 | 2020-02-21 | 绍兴文理学院 | Transverse connection method for assembled prefabricated superposed wall boards |
| CN113356405A (en) * | 2021-06-30 | 2021-09-07 | 西安建筑科技大学 | Prefabricated composite wall structure based on embedded profile steel and construction method thereof |
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2016
- 2016-03-25 CN CN201620238861.8U patent/CN205502265U/en not_active Expired - Fee Related
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106168057A (en) * | 2016-08-30 | 2016-11-30 | 河北建筑工程学院 | A kind of assembled steel lath band combined concrete shear wall and making construction method thereof |
| CN106168054A (en) * | 2016-08-30 | 2016-11-30 | 河北建筑工程学院 | Connecting structure with dry shaped connecting piece precast shear wall plate and construction method thereof |
| CN106193336A (en) * | 2016-08-30 | 2016-12-07 | 河北建筑工程学院 | Connecting structure and construction method thereof with H groove part wall construction precast shear wall |
| CN106168057B (en) * | 2016-08-30 | 2019-06-07 | 河北建筑工程学院 | A kind of assembled steel lath band combined concrete shear wall and its production construction method |
| CN106968331A (en) * | 2017-04-28 | 2017-07-21 | 高创建设股份有限公司 | Construction steel structure |
| CN106968331B (en) * | 2017-04-28 | 2019-04-19 | 高创建工股份有限公司 | Construction steel structure |
| CN107190880B (en) * | 2017-06-26 | 2019-04-02 | 东南大学 | A kind of fabricated shear wall vertical abutment joint Alveolus type energy consumption attachment device |
| CN107190880A (en) * | 2017-06-26 | 2017-09-22 | 东南大学 | A kind of fabricated shear wall vertical abutment joint Alveolus type power consumption attachment means |
| CN107355027A (en) * | 2017-08-30 | 2017-11-17 | 河北建筑工程学院 | A kind of steel and concrete shear wall assembling-type space module structural system and construction method |
| CN107355027B (en) * | 2017-08-30 | 2023-08-08 | 新疆中鼎建设集团有限公司 | Section steel concrete shear wall assembly type space modularized structural system and construction method |
| CN107905423A (en) * | 2017-10-23 | 2018-04-13 | 华侨大学 | A kind of assembly concrete floor and its construction method |
| CN108442571A (en) * | 2018-03-22 | 2018-08-24 | 河海大学 | Assembled assembled wall |
| CN110725455A (en) * | 2019-10-25 | 2020-01-24 | 绍兴文理学院 | Transverse connection method for assembled composite floor slabs |
| CN110820983A (en) * | 2019-10-25 | 2020-02-21 | 绍兴文理学院 | Longitudinal connection method for assembled prefabricated superposed wall boards |
| CN110820984A (en) * | 2019-10-25 | 2020-02-21 | 绍兴文理学院 | Transverse connection method for assembled prefabricated superposed wall boards |
| CN110820984B (en) * | 2019-10-25 | 2022-04-01 | 绍兴文理学院 | Transverse connection method for assembled prefabricated superposed wall boards |
| CN113356405A (en) * | 2021-06-30 | 2021-09-07 | 西安建筑科技大学 | Prefabricated composite wall structure based on embedded profile steel and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170527 Address after: 350700, building 18, Nanhu garden, camphor city, Yongtai County, Fujian, Fuzhou 202 Patentee after: Fujian Yong Fu Construction Group Co., Ltd. Address before: Street Town area of Fuzhou new campus of the university campus road Minhou County of Fuzhou City, Fujian province 350108 Patentee before: Fujian University of Technology |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160824 Termination date: 20210325 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |