CN103628621B - Assembled integral shear wall corner for building side fascia and construction method - Google Patents

Assembled integral shear wall corner for building side fascia and construction method Download PDF

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Publication number
CN103628621B
CN103628621B CN201310679649.6A CN201310679649A CN103628621B CN 103628621 B CN103628621 B CN 103628621B CN 201310679649 A CN201310679649 A CN 201310679649A CN 103628621 B CN103628621 B CN 103628621B
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concrete slab
wallboard
shear wall
side fascia
outstanding
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CN103628621A (en
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王睿敏
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Shandong Lijiu Construction Robot Co., Ltd.
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王睿敏
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Abstract

The invention provides a kind of lightweight, easy construction and can the assembled integral shear wall corner for building side fascia of batch production processing and construction method.A kind of assembled integral shear wall corner for building side fascia, it is L-shaped, and comprise the appearance panel, warming plate and the conjuncted wallboard that connect as one through multiple hot bridge cut-off connecting rod, 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; The mobile device for promoting corner wallboard movement is provided with bottom conjuncted wallboard.A construction method for shear wall corner side fascia, comprises the following steps: unwrapping wire on basis or on floor also checks size; Lifting corner wallboard installation in position; Muscle overlap joint, welding or mechanical connection will be given prominence to; Lift other shear wall side fascia and floor; Solid bottom template, concrete perfusion in cavity.

Description

Assembled integral shear wall corner for building side fascia and construction method
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
It is large to there is weight in current precast shear wall side fascia, the problem that transporting and hoisting difficulty is large.Reinforcing bar many employings sleeve connection, cost is high, and installation difficulty is large.
Summary of the invention
The object of the invention there is provided a kind of lightweight, easy construction and can the assembled integral shear wall corner for building side fascia of batch production processing and construction method.
In order to above-mentioned purpose, the present invention is realized by following measures:
A kind of assembled integral shear wall corner for building side fascia, it is L-shaped, and comprise the appearance panel, warming plate and the conjuncted wallboard that connect as one through multiple hot bridge cut-off connecting rod, 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; The mobile device for promoting corner wallboard movement is provided with bottom conjuncted wallboard.
In above-mentioned corner wallboard, conjuncted wallboard comprises the first concrete slab and the second concrete slab; Be equipped with reinforced mesh in first concrete slab and the second concrete slab, the two by multiple bar connecting, and is formed with cavity therebetween; The circumferential periphery limit of the first concrete slab and the second concrete slab is provided with outstanding dowel; First concrete slab and the second concrete slab upper surface and appearance panel and warming plate upper end surface are in same plane, first concrete slab and/or the second concrete slab lower surface are higher than appearance panel and warming plate lower surface, and outstanding dowel lower end flushes with appearance panel and warming plate lower end.
In above-mentioned corner wallboard, the first concrete slab cross section is L shape, 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 outstanding dowel position is established for the groove overlapped with another wallboard, be mechanically connected or weld; Vertical muscle protrudes from the top and bottom of the first concrete slab transverse direction, and outstanding dowel position is established groove or do not establish groove, and longitudinal outstanding dowel overlaps with the outstanding dowel of another wallboard longitudinal direction, is mechanically connected or welds.
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 outstanding dowel position is established for the groove overlapped with another wallboard, be mechanically connected or weld; Vertical muscle protrudes from the top and bottom of the second concrete slab, and outstanding dowel position is established groove or do not establish groove, and longitudinal outstanding dowel overlaps with the outstanding dowel of another wallboard longitudinal direction, is mechanically connected or welds.
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 outside the longitudinal part front end face of the first concrete slab.
In above-mentioned corner wallboard, mobile device comprises multiple movable pulley, 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 respectively by upper connector and the lower connector of being threaded, and movable pulley installing rack is arranged on lower connector, and upper connector welds with reinforced mesh.
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) lift corner wallboard and adjust its upright position and level pushes away and receives position, then adjust Height Adjustment unit and make shear wall side fascia vertical and installation in position;
(5) muscle overlap joint, welding or mechanical connection will be given prominence to;
(6) other shear wall side fascia and floor is lifted;
(7) solid bottom template, concrete perfusion in the cavity between the first concrete slab and the second concrete slab.
Beneficial effect of the present invention:
Its inner band cavity, lightweight, bar connecting is simple, with rear pouring concrete perfusion cavity, by between wallboard and wallboard, between wallboard and floor, couples together between wallboard and beam column, reaches the requirement of assembled integral building; This wallboard can standardization, large-scale industrial production, reduce costs, improve quality; Overall structure is simple, establishes the position of movable pulley convenient adjustment wallboard bottom wallboard; Construction method is simple, and short construction period.
Accompanying drawing explanation
Fig. 1 is the elevational schematic view that the present invention selectes embodiment.
Fig. 2 is the schematic front view that the present invention selectes embodiment.
Fig. 3 is the schematic side view that the present invention selectes embodiment.
Fig. 4 is the elevational schematic view that the present invention selectes embodiment.
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, the first bending part, 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.
Detailed description of the invention
Illustrate selected embodiment of the present invention referring now to Figure of description, those skilled in the art illustrate it is only exemplary according to the subordinate of embodiments of the invention of the present disclosure, the scheme be 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 the appearance panel 1, warming plate 2 and the conjuncted wallboard that connect as one through multiple hot bridge cut-off connecting rod 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; The mobile device 6 for promoting corner wallboard movement is provided with bottom conjuncted wallboard.
Conjuncted wallboard comprises the first concrete slab 3 and the second concrete slab 4; Be equipped with reinforced mesh in first concrete slab 3 and the second concrete slab 4, the two is connected by multiple reinforcing bar 13, and is formed with cavity therebetween; The circumferential periphery limit of the first concrete slab 3 and the second concrete slab 4 is provided with outstanding dowel; First concrete slab 3 and the second concrete slab 4 upper surface and appearance panel 1 and warming plate 2 upper end surface are in same plane, first concrete slab 3 and/or the second concrete slab 4 lower surface are higher than appearance panel 1 and warming plate 2 lower surface, and outstanding dowel lower end flushes with appearance panel 1 and warming plate 2 lower end.
First concrete slab 3 cross section is L shape, and the reinforced mesh in the first concrete slab 3 comprises the first vertical muscle 9 and the first horizontal bar 10; First horizontal bar 10 is L-shaped, protrudes from the first concrete slab 3 lateral outer side and longitudinal terminal surface, and the groove 11 for overlapping with another wallboard, being mechanically connected or weld is established in outstanding dowel position; First vertical muscle 9 protrudes from the top and bottom of the first concrete slab 3 transverse direction, and outstanding dowel position is established groove 11 or do not establish groove 11, and longitudinal outstanding dowel overlaps with the outstanding dowel of another wallboard longitudinal direction, is mechanically connected or welds.Second concrete 4 plate cross section is rectangle, and the reinforced mesh in the second concrete slab 4 comprises the second vertical muscle 7 and the second horizontal bar 8; Second horizontal bar 8 protrudes from the second concrete slab 4 two sides, and the groove 11 for overlapping with another wallboard, being mechanically connected or weld is established in outstanding dowel position; Second vertical muscle 7 protrudes from the top and bottom of the second concrete slab 4, and outstanding dowel position is established groove 11 or do not establish groove 11, and longitudinal outstanding dowel overlaps with the outstanding dowel of another wallboard longitudinal direction, is mechanically connected or welds.Groove 11 is penetrating groove or not penetrating groove.
Outstanding dowel 5 comprises line part 5-2, line part 5-2 two ends first bending part 5-1 and the second bending part 5-3, line part 5-2 and the setting triangular in shape of the first concrete slab 3, second bending part 5-3 is arranged in the transverse part of the first concrete slab 3, and the first bending part 5-1 extends to outside the longitudinal part front end face of the first concrete slab 3.
With reference to accompanying drawing 5, mobile device 6 comprises multiple 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 respectively by the upper connector 6-1 and lower connector 6-3 that is threaded, movable pulley installing rack 6-4 is arranged on lower connector 6-3, and upper connector 6-1 welds with reinforced mesh.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) lift corner wallboard and adjust its upright position and level pushes away and receives position, then adjust Height Adjustment unit and make shear wall side fascia vertical and installation in position;
(5) muscle overlap joint, welding or mechanical connection will be given prominence to;
(6) other shear wall side fascia and floor is lifted;
(7) solid bottom template, to concrete perfusion in the cavity between the first concrete slab and the second concrete slab.
The foregoing describe general principle of the present invention and advantage.The present invention is not restricted to the described embodiments, and is not departing from the prerequisite of the scope of the invention, and those skilled in the art can do many changes and improvements as required.Scope should be defined by appending claims and equivalent thereof.

Claims (8)

1. an assembled integral shear wall corner for building side fascia, it is characterized in that: it is L-shaped, and comprise the appearance panel, warming plate and the conjuncted wallboard that connect as one through multiple hot bridge cut-off connecting rod, 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; The mobile device for promoting corner wallboard movement is provided with bottom conjuncted wallboard; Conjuncted wallboard comprises the first concrete slab and the second concrete slab; Be equipped with reinforced mesh in first concrete slab and the second concrete slab, the two by multiple bar connecting, and is formed with cavity therebetween; The circumferential periphery limit of the first concrete slab and the second concrete slab is provided with outstanding muscle; First concrete slab and the second concrete slab upper surface and appearance panel and warming plate upper end surface are in same plane, first concrete slab and/or the second concrete slab lower surface are higher than appearance panel and warming plate lower surface, and outstanding muscle lower end flushes with appearance panel and warming plate lower end; First concrete slab cross section is L shape; 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, a bending part is arranged in the transverse part of the first concrete slab, and another bending part extends to outside the longitudinal part front end face of the first concrete slab.
2. assembled integral shear wall corner for building side fascia according to claim 1, is characterized in that: 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 outstanding muscle position is established for the groove overlapped with another wallboard, be mechanically connected or weld; Vertical muscle protrudes from the top and bottom of the first concrete slab transverse direction, and outstanding muscle position is established groove or do not establish groove, and longitudinal outstanding muscle overlaps with the outstanding muscle of another wallboard longitudinal direction, is mechanically connected or welds.
3. assembled integral shear wall corner for building side fascia according to claim 1, 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 outstanding muscle position is established for the groove overlapped with another wallboard, be mechanically connected or weld; Vertical muscle protrudes from the top and bottom of the second concrete slab, and outstanding muscle position is established groove or do not establish groove, and longitudinal outstanding muscle overlaps with the outstanding muscle of another wallboard longitudinal direction, is mechanically connected or welds.
4. assembled integral shear wall corner for building side fascia according to Claims 2 or 3, is characterized in that: groove is penetrating groove or not penetrating groove.
5. assembled integral shear wall corner for building side fascia according to claim 1, it is characterized in that: mobile device comprises multiple movable pulley, 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 respectively by upper connector and the lower connector of being threaded, and movable pulley installing rack is arranged on lower connector, and upper connector welds with reinforced mesh.
6. assembled integral shear wall corner for building side fascia according to claim 5, is characterized in that: link is polygon or core structure.
7. assembled integral shear wall corner for building side fascia according to claim 1 or 2 or 3 or 5 or 6, is characterized in that: conjuncted wallboard upper and lower side is provided with triangle mast-up.
8. a construction method for the shear wall corner for building of assembled integral described in claim 5 or 6 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) lift corner wallboard and adjust its upright position and level pushes away and receives position, then adjust Height Adjustment unit and make shear wall side fascia vertical and installation in position;
(5) muscle overlap joint, welding or mechanical connection will be given prominence to;
(6) other shear wall side fascia and floor is lifted;
(7) solid bottom template, concrete perfusion in the cavity between the first concrete slab and the second concrete slab.
CN201310679649.6A 2013-12-15 2013-12-15 Assembled integral shear wall corner for building side fascia and construction method Active CN103628621B (en)

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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
CN105569355B (en) * 2016-01-14 2017-09-19 中国建筑设计院有限公司 It is a kind of to include the assembly method of prefabricated components modularization house
CN106638940B (en) * 2016-12-30 2019-02-05 青建集团股份公司 A kind of assembled high residential building concrete prefabricated element construction
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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CN203716400U (en) * 2013-12-15 2014-07-16 王睿敏 Corner outer wallboard for assembling shear wall of integrated building

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Publication number Priority date Publication date Assignee Title
CN2474624Y (en) * 2001-03-22 2002-01-30 俞鲲鹏 Light insulating fire proof weight bearing external wall plate
CN201031463Y (en) * 2007-05-05 2008-03-05 程清明 Dis-location related joint type steel wire network frame cement polystyrol sandwich panel
CN201144480Y (en) * 2007-12-28 2008-11-05 周德新 Compound disposable cast reinforced concrete thermal insulation board
CN201144481Y (en) * 2008-01-09 2008-11-05 陈海华 Construction heat-insulating energy-saving module wall member
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CN102561585A (en) * 2012-03-06 2012-07-11 程松林 External wall slab of prefabricated cast-in-place composite concrete shear wall and manufacture and installation methods
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CN103334519A (en) * 2013-07-26 2013-10-02 黑龙江宇辉新型建筑材料有限公司 Preformed hole grouting reinforcement indirect splicing constraint anchor connecting member and connection method
CN203716400U (en) * 2013-12-15 2014-07-16 王睿敏 Corner outer wallboard for assembling shear wall of integrated building

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