CN103669705A - External wall panel of shear wall for assembling integral buildings, and construction method thereof - Google Patents
External wall panel of shear wall for assembling integral buildings, and construction method thereof Download PDFInfo
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- CN103669705A CN103669705A CN201310679651.3A CN201310679651A CN103669705A CN 103669705 A CN103669705 A CN 103669705A CN 201310679651 A CN201310679651 A CN 201310679651A CN 103669705 A CN103669705 A CN 103669705A
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- shear wall
- wall side
- side fascia
- assembled integral
- building
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- 238000010276 construction Methods 0.000 title claims abstract description 12
- 238000003466 welding Methods 0.000 claims abstract description 13
- 210000003195 fascia Anatomy 0.000 claims description 44
- 210000003205 muscle Anatomy 0.000 claims description 37
- 238000010792 warming Methods 0.000 claims description 16
- 230000000149 penetrating effect Effects 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 4
- 230000010412 perfusion Effects 0.000 claims description 4
- 238000004140 cleaning Methods 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 238000009415 formwork Methods 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000009776 industrial production Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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Abstract
The invention provides an external wall panel of a shear wall for assembling integral buildings, and a construction method thereof. The external wall panel is light in weight, and simple in connection, and can be produced in a standardization and large-scale industrialization mode so as to reduce the cost and increase the quality. The external wall panel comprises an external panel, an insulated panel and a conjunct panel which are arranged in order and connected into a whole via a plurality of thermal bridge cutoff connecting rods; the bottom of the conjunct panel is provided with movable wheels. The construction method of the external wall panel of the shear wall comprises the following steps of paying off on a foundation or a floor, and checking the size; hoisting the external wall panel of the shear wall, adjusting the vertical position of the external wall panel, and horizontally pushing and connecting the external wall panel in position, adjusting a height lifting device to enable the external wall panel of the shear wall to be vertically installed in position; overlapping, welding or mechanically connecting protruding ribs; hoisting other external wall panels of the shear wall and floors; fixing bottom formworks to pour concrete into cavities.
Description
Technical field
The present invention relates to technical field of buildings, particularly a kind of assembled integral shear wall side fascia for building and construction method.
Background technology
Precast shear wall side fascia weight is large at present, and transporting and hoisting difficulty is large.Reinforcing bar adopts sleeve to connect more, and cost is high, and installation difficulty is large.
Summary of the invention
The object of the invention has been to provide a kind of assembled integral shear wall side fascia for building and construction method, lightweight, connect simple, can standardization, large-scale industrial production, reduce costs, improve quality.
For above-mentioned purpose, the present invention realizes by following measures:
An assembled integral shear wall side fascia for building, comprises the appearance panel, warming plate and the conjuncted plate that set gradually, and appearance panel, warming plate and conjuncted plate connect as one through a plurality of hot bridge cut-off connecting rods, and conjuncted plate bottom is provided with movable pulley.
Above-mentioned assembled integral shear wall side fascia for building preferred version, conjuncted plate comprises two concrete slabs with reinforced mesh, between two concrete slabs, by a plurality of reinforcing bars, connected, and between the two, be formed with cavity, two concrete slab upper surfaces and appearance panel and warming plate upper end surface are in same plane, two concrete slab lower surfaces are shorter than appearance panel and warming plate lower surface, and outstanding muscle lower end flushes with appearance panel and warming plate lower end.
Above-mentioned assembled integral shear wall side fascia for building preferred version, reinforced mesh is by indulging muscle and horizontal bar forms, horizontal outstanding muscle protrudes from concrete slab both sides, and establish for the groove with another assembled integral shear wall side fascia for building overlap joint, mechanical connection or welding outstanding muscle position; Outstanding muscle protrudes from concrete slab top and bottom longitudinally, and outstanding muscle position is established groove or do not established groove, outstanding muscle and another assembled integral shear wall side fascia for building outstanding muscle overlap joint, mechanical connection or welding longitudinally longitudinally.
Above-mentioned assembled integral shear wall side fascia for building preferred version, groove is penetrating groove or not penetrating groove, and groove length is consistent with lapped length of steel bar.
Above-mentioned assembled integral shear wall side fascia for building preferred version, each movable pulley is all connected with reinforced mesh through height adjuster.
Above-mentioned assembled integral shear wall side fascia for building preferred version, height adjuster comprises connector, link and lower connector, link two ends are threaded connection respectively connector and lower connector, movable pulley installing rack is arranged on lower connector, upper connector and reinforced mesh welding.
Above-mentioned assembled integral shear wall side fascia for building preferred version, link is polygon or tube-in-tube structure.
Above-mentioned assembled integral shear wall side fascia for building preferred version, every group of dowel comprises the first dowel and second dowel of V-shaped layout, the two ends of the first dowel and the second dowel are connected on two reinforced mesh.
Above-mentioned assembled integral shear wall side fascia for building preferred version, side fascia upper and lower side is provided with triangle mast-up.
A construction method for described assembled integral shear wall side fascia for building, comprises the following steps:
(1) by basis or the cleaning of floor end face;
(2) unwrapping wire check size on basis or on floor;
(3) ballistic support is set;
(4) lifting shear wall side fascia is adjusted its upright position level and is pushed away and receive position, then adjusts device for adjusting height and make the vertical and installation in position of shear wall side fascia;
(5) outstanding muscle and basis or floor stretched out to muscle overlap joint, welding or mechanical connection;
(6) lift other shear wall side fascia and floor;
(7) solid bottom template, to concrete perfusion in cavity.
Beneficial effect of the present invention:
Its inner band cavity, lightweight, reinforcing bar connects simple, with rear pouring concrete perfusion cavity, by between wallboard and wallboard, between wallboard and floor, couple together between wallboard and beam column, reaches the requirement that assembled integral is built.This wallboard can standardization, large-scale industrial production, reduces costs, and improves quality; Manufacture, processing, convenient transportation; Construction method is simple, and short construction period.
Accompanying drawing explanation
Fig. 1 is the elevational schematic view of the selected embodiment of the present invention.
Fig. 2 is that the master of the selected embodiment of the present invention looks schematic diagram.
Fig. 3 is the schematic side view of the selected embodiment of the present invention.
Fig. 4 is the schematic top plan view of the selected embodiment of the present invention.
In figure 1, outstanding muscle, 2, appearance panel, 3, warming plate, 4, concrete slab, the 5, first dowel, the 6, second dowel, 7, upper connector, 8, lower connector, 9, movable pulley, 10, movable pulley installing rack, 11, link, 12, cavity, 13, groove, 14, mast-up, 15, hot bridge cut-off connecting rod.
The specific embodiment
Referring now to Figure of description, illustrate selected embodiment of the present invention, those skilled in the art are only exemplary according to subordinate's explanation of embodiments of the invention of the present disclosure, the scheme being not meant to limit the present invention.
A kind of side fascia, comprise the appearance panel 2, warming plate 3 and the conjuncted plate that set gradually, appearance panel 2, warming plate 3 and conjuncted plate connect as one through a plurality of hot bridge cut-off connecting rods 15, on conjuncted plate, in surrounding periphery sides, be provided with outstanding muscle 1, on the limit face of outstanding muscle 1 outstanding conjuncted plate, conjuncted plate bottom is provided with movable pulley 9.
Conjuncted plate comprises two concrete slabs 4 with reinforced mesh, between two concrete slabs 4, by organizing dowel, connect more, and between the two, be formed with cavity 12, two concrete slab 4 upper surfaces and appearance panel 2 and warming plate 3 upper end surfaces are in same plane, two concrete slab 4 lower surfaces lower than with appearance panel 2 and warming plate 3 lower surfaces, outstanding muscle 1 lower end flushes with appearance panel 2 and warming plate 3 lower ends.Every group of dowel comprises that the first dowel 5 of V-shaped layout and the two ends of the second dowel 6, the first dowels 5 and the second dowel 6 are connected on two reinforced mesh.
Reinforced mesh is by indulging muscle and horizontal bar forms, and horizontal outstanding muscle 1 protrudes from concrete slab 4 both sides, and establish for the groove 13 with another side fascia overlap joint, mechanical connection or welding outstanding muscle 1 position; Outstanding muscle 1 protrudes from concrete slab 4 top and bottom longitudinally, and outstanding muscle 1 position is established groove 13 or do not established groove 13, outstanding muscle 1 and another side fascia outstanding muscle 1 overlap joint, mechanical connection or welding longitudinally longitudinally.Groove 13 is penetrating groove or not penetrating groove, and groove 13 length are consistent with outstanding muscle lap length or certain size.
Each movable pulley 9 is all connected with reinforced mesh through height adjuster.Height adjuster comprises connector 7, link 11 and lower connector 8, link 11 two ends are threaded connection respectively connector 7 and lower connector 8, movable pulley installing rack 10 is arranged on lower connector 8, upper connector 7 and interior steel bar layer or the welding of outer steel bar layer.Link 11 is quadrilateral structure.
Consider easy construction, side fascia upper and lower side is provided with triangle mast-up 14.
A construction method for described assembled integral shear wall side fascia for building, comprises the following steps:
(1) by basis or the cleaning of floor end face;
(2) unwrapping wire check size on basis or on floor;
(3) ballistic support is set;
(4) lifting shear wall side fascia is adjusted its upright position level and is pushed away and receive position, then adjusts device for adjusting height and make the vertical and installation in position of shear wall side fascia;
(5) outstanding muscle and basis or floor stretched out to muscle overlap joint, welding or mechanical connection;
(6) lift other shear wall side fascia and floor;
(7) solid bottom template, to concrete perfusion in cavity.
The present invention does not have disclosed technical characterictic, is the known technology of the art.
Basic principle of the present invention and advantage have more than been described.The present invention is not restricted to the described embodiments, and in the prerequisite that does not depart from the scope of the invention, those skilled in the art can do many changes and improvements as required.Protection domain of the present invention should be defined by appending claims and equivalent thereof.
Claims (10)
1. an assembled integral shear wall side fascia for building, it is characterized in that: comprise the appearance panel, warming plate and the conjuncted plate that set gradually, appearance panel, warming plate and conjuncted plate connect as one through a plurality of hot bridge cut-off connecting rods, on conjuncted plate, in surrounding periphery sides, be provided with outstanding muscle, on the limit face of the outstanding conjuncted plate of outstanding muscle, conjuncted plate bottom is provided with movable pulley.
2. assembled integral shear wall side fascia for building according to claim 1, it is characterized in that: conjuncted plate comprises two concrete slabs with reinforced mesh, between two concrete slabs, by organizing dowel, connect more, and between the two, be formed with cavity, two concrete slab upper surfaces and appearance panel and warming plate upper end surface are in same plane, two concrete slab lower surfaces are shorter than appearance panel and warming plate lower surface, and outstanding muscle lower end flushes with appearance panel and warming plate lower end.
3. described assembled integral shear wall side fascia for building according to claim 2, it is characterized in that: reinforced mesh is by indulging muscle and horizontal bar forms, horizontal outstanding muscle protrudes from concrete slab both sides, and establish for the groove with another assembled integral shear wall side fascia for building overlap joint, mechanical connection or welding outstanding muscle position; Outstanding muscle protrudes from concrete slab top and bottom longitudinally, and outstanding muscle position is established groove or do not established groove, outstanding muscle and another assembled integral shear wall side fascia for building outstanding muscle overlap joint, mechanical connection or welding longitudinally longitudinally.
4. described assembled integral shear wall side fascia for building according to claim 3, is characterized in that: groove is penetrating groove or not penetrating groove, and groove length is consistent with outstanding muscle lap length.
5. described assembled integral shear wall side fascia for building according to claim 2, is characterized in that: each movable pulley is all connected with reinforced mesh through height adjuster.
6. assembled integral shear wall side fascia for building according to claim 5, it is characterized in that: height adjuster comprises connector, link and lower connector, link two ends are threaded connection respectively connector and lower connector, movable pulley installing rack is arranged on lower connector, upper connector and reinforced mesh welding.
7. assembled integral shear wall side fascia for building according to claim 6, is characterized in that: link is polygon or tube-in-tube structure.
8. according to the shear wall side fascia for building of assembled integral described in claim 1 to 7 any one, it is characterized in that: every group of dowel comprises the first dowel and second dowel of V-shaped layout, and the two ends of the first dowel and the second dowel are connected on two reinforced mesh.
9. according to the shear wall side fascia for building of assembled integral described in claim 1 to 7 any one, it is characterized in that: assembled integral shear wall side fascia for building upper and lower side is provided with triangle mast-up.
10. a construction method for assembled integral shear wall side fascia for building described in claim 5, is characterized in that comprising the following steps:
(1) by basis or the cleaning of floor end face;
(2) unwrapping wire check size on basis or on floor;
(3) ballistic support is set;
(4) lifting shear wall side fascia is adjusted its upright position level and is pushed away and receive position, then adjusts device for adjusting height and make the vertical and installation in position of shear wall side fascia;
(5) outstanding muscle and basis or floor stretched out to muscle overlap joint, welding or mechanical connection;
(6) lift other shear wall side fascia and floor;
(7) solid bottom template, to concrete perfusion in cavity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310679651.3A CN103669705A (en) | 2013-12-15 | 2013-12-15 | External wall panel of shear wall for assembling integral buildings, and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310679651.3A CN103669705A (en) | 2013-12-15 | 2013-12-15 | External wall panel of shear wall for assembling integral buildings, and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103669705A true CN103669705A (en) | 2014-03-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310679651.3A Pending CN103669705A (en) | 2013-12-15 | 2013-12-15 | External wall panel of shear wall for assembling integral buildings, and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103669705A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107762000A (en) * | 2017-10-31 | 2018-03-06 | 中国二十二冶集团有限公司 | Three layers of composite steel column sandwich heat preservation Side fascia method for blocking of assembling type steel structure |
| CN114033098A (en) * | 2021-11-30 | 2022-02-11 | 上海舜杰新材料科技有限公司 | Prefabricated self-insulation light wall and construction method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2307854Y (en) * | 1997-03-06 | 1999-02-17 | 北京市建筑工程研究院 | Energy-saving side fascia with thermal insulating layer |
| KR20100000053A (en) * | 2008-06-24 | 2010-01-06 | 대한주택공사 | Structure of doorwall can be movable |
| CN202767230U (en) * | 2012-09-01 | 2013-03-06 | 初明进 | Assembly integrated shear wall construction structure |
| CN103015565A (en) * | 2012-09-09 | 2013-04-03 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method |
| CN103255860A (en) * | 2013-01-27 | 2013-08-21 | 盐城工学院 | On-site concrete shear wall structure with permanent heat insulation formwork and construction process of on-site concrete shear wall structure |
| CN203716396U (en) * | 2013-12-15 | 2014-07-16 | 王睿敏 | Shear wall outer wallboard for assembled integrated building |
-
2013
- 2013-12-15 CN CN201310679651.3A patent/CN103669705A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2307854Y (en) * | 1997-03-06 | 1999-02-17 | 北京市建筑工程研究院 | Energy-saving side fascia with thermal insulating layer |
| KR20100000053A (en) * | 2008-06-24 | 2010-01-06 | 대한주택공사 | Structure of doorwall can be movable |
| CN202767230U (en) * | 2012-09-01 | 2013-03-06 | 初明进 | Assembly integrated shear wall construction structure |
| CN103015565A (en) * | 2012-09-09 | 2013-04-03 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method |
| CN103255860A (en) * | 2013-01-27 | 2013-08-21 | 盐城工学院 | On-site concrete shear wall structure with permanent heat insulation formwork and construction process of on-site concrete shear wall structure |
| CN203716396U (en) * | 2013-12-15 | 2014-07-16 | 王睿敏 | Shear wall outer wallboard for assembled integrated building |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107762000A (en) * | 2017-10-31 | 2018-03-06 | 中国二十二冶集团有限公司 | Three layers of composite steel column sandwich heat preservation Side fascia method for blocking of assembling type steel structure |
| CN114033098A (en) * | 2021-11-30 | 2022-02-11 | 上海舜杰新材料科技有限公司 | Prefabricated self-insulation light wall and construction method thereof |
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Owner name: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: WANG RUIMIN Effective date: 20150114 |
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| C41 | Transfer of patent application or patent right or utility model | ||
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Free format text: CORRECT: ADDRESS; FROM: 250001 JINAN, SHANDONG PROVINCE TO: 250101 JINAN, SHANDONG PROVINCE |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20150114 Address after: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6 Applicant after: Shandong Lijiu Building Technology Co., Ltd. Address before: 250001 Jianshe Road century home 15-2-1103, Shizhong District, Shandong, Ji'nan Applicant before: Wang Ruimin |
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| ASS | Succession or assignment of patent right |
Owner name: WANG RUIMIN Free format text: FORMER OWNER: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Effective date: 20150609 |
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| C41 | Transfer of patent application or patent right or utility model | ||
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Effective date of registration: 20150609 Address after: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Applicant after: Wang Ruimin Address before: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6 Applicant before: Shandong Lijiu Building Technology Co., Ltd. |
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Application publication date: 20140326 |