CN103628621A - Shear wall corner external wall panel for assembling integral building and construction method - Google Patents
Shear wall corner external wall panel for assembling integral building and construction method Download PDFInfo
- Publication number
- CN103628621A CN103628621A CN201310679649.6A CN201310679649A CN103628621A CN 103628621 A CN103628621 A CN 103628621A CN 201310679649 A CN201310679649 A CN 201310679649A CN 103628621 A CN103628621 A CN 103628621A
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- concrete slab
- wallboard
- shear wall
- outstanding
- muscle
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- 238000010276 construction Methods 0.000 title claims abstract description 12
- 238000003466 welding Methods 0.000 claims abstract description 19
- 210000003205 muscle Anatomy 0.000 claims description 47
- 210000003195 fascia Anatomy 0.000 claims description 24
- 238000010792 warming Methods 0.000 claims description 13
- 238000005452 bending Methods 0.000 claims description 9
- 230000000149 penetrating effect Effects 0.000 claims description 6
- 230000003014 reinforcing 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
- 230000001737 promoting effect Effects 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 238000010923 batch production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
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Abstract
The invention provides a shear wall corner external wall panel for assembling an integral building and a construction method. The shear wall corner external wall panel for assembling the integral building is light in weight, convenient to construct and can be processed in a factory. The shear wall corner external wall panel for assembling integral building is L-shaped, and comprises an outer surface panel, a heat retaining panel and a joined wallboard which are connected together through a plurality of thermal insulating off-bridge connecting rods, wherein protruded connecting ribs with a proper amount are arranged on the joined wallboard from up to down; the protruded connecting rids are protruded out of the surface of the joined wallboard; a moving device for pushing the corner wallboard to move is arranged at the bottom of the joined wallboard. The construction method of the shear wall corner external wall panel comprises the following steps of: paying off lines on a foundation or a floor slab and checking the size; hoisting the corner wall panel and locating; carrying out lap joint, welding or mechanical connection to the protruded ribs; hoisting other shear wall external wall panels and floor slabs; fixing the bottom template, and filling concrete in a cavity.
Description
Technical field
The present invention relates to technical field of buildings, particularly a kind of assembled integral shear wall corner for building side fascia and construction method.
Background technology
Precast shear wall side fascia exists weight large at present, the problem that 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 lightweight, easy construction and assembled integral shear wall corner for building side fascia and construction method that can batch production processing.
For above-mentioned purpose, the present invention realizes by following measures:
A kind of assembled integral shear wall corner for building side fascia, it is L-shaped, and comprise appearance panel, warming plate and the conjuncted wallboard connecting as one through a plurality of hot bridge cut-off connecting rods, conjuncted wallboard is provided with the outstanding dowel of right quantity from top to bottom, and outstanding dowel protrudes from the surface of conjuncted wallboard; Conjuncted wallboard bottom is provided with the mobile device moving for promoting corner wallboard.
In above-mentioned corner wallboard, conjuncted wallboard comprises the first concrete slab and the second concrete slab; In the first concrete slab and the second concrete slab, be equipped with reinforced mesh, the two is connected by a plurality of reinforcing bars, and is formed with cavity between the two; In the surrounding periphery sides of the first concrete slab and the second concrete slab, be provided with outstanding muscle; The first concrete slab and the second concrete slab upper surface and appearance panel and warming plate upper end surface are in same plane, the first concrete slab and/or the second concrete slab lower surface are lower than appearance panel and warming plate lower surface, and outstanding muscle lower end flushes with appearance panel and warming plate lower end.
In above-mentioned corner wallboard, the first concrete slab cross section is L shaped, and the reinforced mesh in the first concrete slab comprises vertical muscle and horizontal bar; Horizontal bar is L-shaped, protrudes from the first concrete slab lateral outer side and longitudinal terminal surface, and establish for the groove with another wallboard overlap joint, mechanical connection or welding outstanding muscle position; Vertical muscle protrudes from the horizontal top and bottom of the first concrete slab, and outstanding muscle position is established groove or do not established groove, outstanding muscle and another wallboard outstanding muscle overlap joint, mechanical connection or welding longitudinally longitudinally.
In above-mentioned corner wallboard, the second concrete slab cross section is rectangle, and the reinforced mesh in the second concrete slab comprises vertical muscle and horizontal bar; Horizontal bar protrudes from the second concrete slab two sides, and establish for the groove with another wallboard overlap joint, mechanical connection or welding outstanding muscle position; Vertical muscle protrudes from the top and bottom of the second concrete slab, and outstanding muscle position is established groove or do not established groove, outstanding muscle and another wallboard outstanding muscle overlap joint, mechanical connection or welding longitudinally longitudinally.
In above-mentioned corner wallboard, groove is penetrating groove or not penetrating groove.
In above-mentioned corner wallboard, outstanding dowel comprises line part, and line part two ends have bending part, line part and the setting triangular in shape of the first concrete slab, one bending part is arranged in the transverse part of the first concrete slab, and another bending part extends to the longitudinal part front end face outside of the first concrete slab.
In above-mentioned corner wallboard, mobile device comprises a plurality of movable pulleys, and each movable pulley is all connected with reinforced mesh through Height Adjustment unit.
In above-mentioned corner wallboard, Height Adjustment unit comprises connector, link and lower connector, and link two ends are threaded connection respectively connector and lower connector, and movable pulley installing rack is arranged on lower connector, upper connector and reinforced mesh welding.
In above-mentioned corner wallboard, link is polygon or core structure.
In above-mentioned corner wallboard, conjuncted wallboard upper and lower side is provided with triangle mast-up.
A construction method for assembled integral shear wall corner for building side fascia, comprises the following steps: (1) is 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 corner wallboard is adjusted its upright position level and is pushed away and receive position, then adjusts lift in height unit and make the vertical and installation in position of shear wall side fascia;
(5) will give prominence 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; Overall structure is simple, and the convenient position of adjusting wallboard of movable pulley is established in wallboard bottom; 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 elevational schematic view of the selected embodiment of the present invention.
Fig. 5 is mobile device structural representation.
In figure 1, appearance panel, 2, warming plate, the 3, first concrete slab, the 4, second concrete slab, 5, outstanding dowel, 6, mobile device, the 7, second vertical muscle, the 8, second horizontal bar, 9, the first vertical muscle, the 10, first horizontal bar, 11, groove, 12, mast-up, 13, reinforcing bar, 14, hot bridge cut-off connecting rod, 5-1, first fold turn of bilge, 5-2, line part, 5-3, the second bending part, 6-1, upper connector, 6-2, link, 6-3, lower connector, 6-4, movable pulley installing rack, 6-5, movable pulley.
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.
With reference to accompanying drawing 1,2,3,4, a kind of assembled integral shear wall corner for building side fascia, it is L-shaped, and comprise appearance panel 1, warming plate 2 and the conjuncted wallboard connecting as one through a plurality of hot bridge cut-off connecting rods 14, conjuncted wallboard is provided with the outstanding dowel 5 of right quantity from top to bottom, and outstanding dowel 5 protrudes from the surface of conjuncted wallboard; Conjuncted wallboard bottom is provided with the mobile device 6 moving for promoting corner wallboard.
Conjuncted wallboard comprises the first concrete slab 3 and the second concrete slab 4; In the first concrete slab 3 and the second concrete slab 4, be equipped with reinforced mesh, the two is connected by a plurality of reinforcing bars 13, and between the two, is formed with cavity; In the surrounding periphery sides of the first concrete slab 3 and the second concrete slab 4, be provided with outstanding muscle; The first concrete slab 3 and the second concrete slab 4 upper surfaces and appearance panel 1 and warming plate 2 upper end surfaces are in same plane, the first concrete slab 3 and/or the second concrete slab 4 lower surfaces are lower than appearance panel 1 and warming plate 2 lower surfaces, and outstanding muscle lower end flushes with appearance panel 1 and warming plate 2 lower ends.
The first concrete slab 3 cross sections are L shaped, and the reinforced mesh in the first concrete slab 3 comprises the first vertical muscle 9 and the first horizontal bar 10; The first horizontal bar 10 is L-shaped, protrudes from the first concrete slab 3 lateral outer side and longitudinal terminal surface, and establish for the groove 11 with another wallboard overlap joint, mechanical connection or welding outstanding muscle position; The first vertical muscle 9 protrudes from the first horizontal top and bottom of concrete slab 3, and outstanding muscle position is established groove 11 or do not established groove 11, outstanding muscle and another wallboard outstanding muscle overlap joint, mechanical connection or welding longitudinally longitudinally.The second concrete 4 plate cross sections are rectangle, and the reinforced mesh in the second concrete slab 4 comprises the second vertical muscle 7 and the second horizontal bar 8; The second horizontal bar 8 protrudes from the second concrete slab 4 two sides, and establish for the groove 11 with another wallboard overlap joint, mechanical connection or welding outstanding muscle position; The second vertical muscle 7 protrudes from the top and bottom of the second concrete slab 4, and outstanding muscle position is established groove 11 or do not established groove 11, outstanding muscle and another wallboard outstanding muscle overlap joint, mechanical connection or welding longitudinally longitudinally.Groove 11 is penetrating groove or not penetrating groove.
With reference to accompanying drawing 5, mobile device 6 comprises a plurality of movable pulley 6-5, and each movable pulley 6-5 is all connected with reinforced mesh through Height Adjustment unit.Height Adjustment unit comprises connector 6-1, link 6-2 and lower connector 6-3, link 6-2 two ends are threaded connection respectively connector 6-1 and lower connector 6-3, it is upper that movable pulley installing rack 6-4 is arranged on lower connector 6-3, upper connector 6-1 and reinforced mesh welding.Link 6-2 is polygon or core structure.
With reference to accompanying drawing 2,3, conjuncted wallboard upper and lower side is provided with triangle mast-up 12.
A construction method for assembled integral shear wall corner for building side fascia, comprises the following steps: (1) is 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 corner wallboard is adjusted its upright position level and is pushed away and receive position, then adjusts lift in height unit and make the vertical and installation in position of shear wall side fascia;
(5) will give prominence 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.
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 corner for building side fascia, it is characterized in that: it is L-shaped, and comprise appearance panel, warming plate and the conjuncted wallboard connecting as one through a plurality of hot bridge cut-off connecting rods, conjuncted wallboard is provided with the outstanding dowel of right quantity from top to bottom, and outstanding dowel protrudes from the surface of conjuncted wallboard; Conjuncted wallboard bottom is provided with the mobile device moving for promoting corner wallboard.
2. assembled integral shear wall corner for building side fascia according to claim 1, is characterized in that: conjuncted wallboard comprises the first concrete slab and the second concrete slab; In the first concrete slab and the second concrete slab, be equipped with reinforced mesh, the two is connected by a plurality of reinforcing bars, and is formed with cavity between the two; In the surrounding periphery sides of the first concrete slab and the second concrete slab, be provided with outstanding muscle; The first concrete slab and the second concrete slab upper surface and appearance panel and warming plate upper end surface are in same plane, the first concrete slab and/or the second concrete slab lower surface are lower than appearance panel and warming plate lower surface, and outstanding muscle lower end flushes with appearance panel and warming plate lower end.
3. assembled integral shear wall corner for building side fascia according to claim 2, is characterized in that: the first concrete slab cross section is L shaped, and the reinforced mesh in the first concrete slab comprises vertical muscle and horizontal bar; Horizontal bar is L-shaped, protrudes from the first concrete slab lateral outer side and longitudinal terminal surface, and establish for the groove with another wallboard overlap joint, mechanical connection or welding outstanding muscle position; Vertical muscle protrudes from the horizontal top and bottom of the first concrete slab, and outstanding muscle position is established groove or do not established groove, outstanding muscle and another wallboard outstanding muscle overlap joint, mechanical connection or welding longitudinally longitudinally.
4. assembled integral shear wall corner for building side fascia according to claim 2, is characterized in that: the second concrete slab cross section is rectangle, and the reinforced mesh in the second concrete slab comprises vertical muscle and horizontal bar; Horizontal bar protrudes from the second concrete slab two sides, and establish for the groove with another wallboard overlap joint, mechanical connection or welding outstanding muscle position; Vertical muscle protrudes from the top and bottom of the second concrete slab, and outstanding muscle position is established groove or do not established groove, outstanding muscle and another wallboard outstanding muscle overlap joint, mechanical connection or welding longitudinally longitudinally.
5. according to the shear wall corner for building of assembled integral described in claim 3 or 4 side fascia, it is characterized in that: groove is penetrating groove or not penetrating groove.
6. assembled integral shear wall corner for building side fascia according to claim 2, it is characterized in that: outstanding dowel comprises line part, line part two ends have bending part, line part and the setting triangular in shape of the first concrete slab, one bending part is arranged in the transverse part of the first concrete slab, and another bending part extends to the longitudinal part front end face outside of the first concrete slab.
7. assembled integral shear wall corner for building side fascia according to claim 2, is characterized in that: mobile device comprises a plurality of movable pulleys, and each movable pulley is all connected with reinforced mesh through Height Adjustment unit; Height Adjustment unit comprises connector, link and lower connector, and link two ends are threaded connection respectively connector and lower connector, and movable pulley installing rack is arranged on lower connector, upper connector and reinforced mesh welding.
8. assembled integral shear wall corner for building side fascia according to claim 7, is characterized in that: link is polygon or core structure.
9. according to assembled integral shear wall corner for building side fascia described in claim 1 or 2 or 3 or 4 or 6 or 7 or 8, it is characterized in that: conjuncted wallboard upper and lower side is provided with triangle mast-up.
10. a construction method for assembled integral shear wall corner for building side fascia, 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 corner wallboard is adjusted its upright position level and is pushed away and receive position, then adjusts lift in height unit and make the vertical and installation in position of shear wall side fascia;
(5) will give prominence 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 |
|---|---|---|---|
| CN201310679649.6A CN103628621B (en) | 2013-12-15 | 2013-12-15 | Assembled integral shear wall corner for building side fascia and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310679649.6A CN103628621B (en) | 2013-12-15 | 2013-12-15 | Assembled integral shear wall corner for building side fascia and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103628621A true CN103628621A (en) | 2014-03-12 |
| CN103628621B CN103628621B (en) | 2015-10-28 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310679649.6A Active CN103628621B (en) | 2013-12-15 | 2013-12-15 | Assembled integral shear wall corner for building side fascia and construction method |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103821263A (en) * | 2014-03-13 | 2014-05-28 | 株洲博尔曼科技发展有限公司 | Precast assembly self-heat preservation concrete shear wall system and construction method thereof |
| CN104234267A (en) * | 2014-09-04 | 2014-12-24 | 中国建筑股份有限公司 | Height-adjustable prefabricated assembly reinforced concrete shear wall plate and installation method of height-adjustable prefabricated assembly reinforced concrete shear wall plate |
| CN105569355A (en) * | 2016-01-14 | 2016-05-11 | 中国建筑设计院有限公司 | Assembly method of modular residence including prefabricated members |
| CN106638940A (en) * | 2016-12-30 | 2017-05-10 | 青建集团股份公司 | Fabricated high-rise residence precast concrete component construction method |
| CN108560815A (en) * | 2017-12-22 | 2018-09-21 | 宁波平海建材有限公司 | Precast type panel structure |
| CN109057077A (en) * | 2018-09-05 | 2018-12-21 | 德睿盛兴（大连）装配式建筑科技有限公司 | Green building integration band extends to form the assembled wallboard and application method of gusset |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103821263A (en) * | 2014-03-13 | 2014-05-28 | 株洲博尔曼科技发展有限公司 | Precast assembly self-heat preservation concrete shear wall system and construction method thereof |
| CN104234267A (en) * | 2014-09-04 | 2014-12-24 | 中国建筑股份有限公司 | Height-adjustable prefabricated assembly reinforced concrete shear wall plate and installation method of height-adjustable prefabricated assembly reinforced concrete shear wall plate |
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| CN109057077A (en) * | 2018-09-05 | 2018-12-21 | 德睿盛兴（大连）装配式建筑科技有限公司 | Green building integration band extends to form the assembled wallboard and application method of gusset |
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| Publication number | Publication date |
|---|---|
| CN103628621B (en) | 2015-10-28 |
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