CN103628567B - Assembled integral shear wall, floor construction system and construction method - Google Patents

Assembled integral shear wall, floor construction system and construction method Download PDF

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Publication number
CN103628567B
CN103628567B CN201310691178.0A CN201310691178A CN103628567B CN 103628567 B CN103628567 B CN 103628567B CN 201310691178 A CN201310691178 A CN 201310691178A CN 103628567 B CN103628567 B CN 103628567B
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shear wall
side fascia
plate
floor
inner wall
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CN201310691178.0A
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Chinese (zh)
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CN103628567A (en
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王睿敏
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王睿敏
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Abstract

The invention provides 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.A kind of assembled integral shear wall, floor construction system, comprise shear wall side fascia, shear wall inner wall panel and floor, shear wall side fascia comprises standard external wall, T-shaped side fascia, turning side fascia, band door and window mouth side fascia and filling external wall plate, floor comprises standard floor and short covering floor, shear wall inner wall panel comprises standard inner wall panel and short covering inner wall panel, shear wall side fascia and shear wall inner wall panel include the wallboard of band beam, the face that each plate above-mentioned is connected with other building structural element is equipped with outstanding muscle, all movable pulley is connected with by Height Adjustment unit bottom shear wall side fascia and shear wall inner wall panel.

Description

Assembled integral shear wall, floor construction system and construction method

Technical field

The present invention relates to technical field of buildings, particularly a kind of assembled integral shear wall, floor construction system and construction method.

Background technology

Prefabricated integral frame building is trapezoidal exists following problem at present: weight is large, and 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 assembled integral shear wall side fascia for building and construction method, lightweight, connects simple, can standardization, large-scale industrial production, reduce costs, improve quality.

In order to above-mentioned purpose, the present invention is realized by following measures:

A kind of assembled integral shear wall, floor construction system, comprise shear wall side fascia, shear wall inner wall panel and floor, shear wall side fascia comprises standard external wall, T-shaped side fascia, turning side fascia, band door and window mouth side fascia and filling external wall plate, floor comprises standard floor and short covering floor, shear wall inner wall panel comprises standard inner wall panel and short covering inner wall panel, shear wall side fascia and shear wall inner wall panel include the wallboard of band beam, the face that each plate above-mentioned is connected with other building structural element is equipped with outstanding muscle, all movable pulley is connected with by Height Adjustment unit bottom shear wall side fascia and shear wall inner wall panel.

In above-mentioned assembled integral shear wall, floor construction system, shear wall side fascia comprises the appearance panel, warming plate and the conjuncted plate that set gradually, appearance panel, warming plate and conjuncted plate connect as one through multiple hot bridge cut-off connecting rod, conjuncted plate all has cavity, conjuncted plate comprises the concrete slab that two pieces have reinforced mesh, connected by multiple dowel between two concrete slabs, movable pulley is connected to bottom conjuncted plate by Height Adjustment unit; Shear wall inner wall panel also comprises two pieces of concrete slabs with reinforced mesh by being connected by multiple connecting reinforcement, and is also formed with cavity therebetween; Wallboard with beam also comprises the concrete slab and beam with reinforced mesh, is provided with heat insulating material between concrete slab, and beam one end is arranged between two concrete boards.

In above-mentioned assembled integral shear wall, floor construction system, reinforced mesh comprises vertical muscle and horizontal bar, and horizontal bar protrudes from concrete slab both sides, and outstanding muscle position is established for the groove overlapped with other building structural element, be mechanically connected or weld; Vertical muscle protrudes from concrete slab top and bottom, and outstanding muscle position is established groove or do not establish groove, and longitudinal outstanding muscle overlaps with the outstanding muscle of other building structural element longitudinal direction, is mechanically connected or welds.

In above-mentioned assembled integral shear wall, floor construction system, in shear wall side fascia, 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.

In above-mentioned assembled integral shear wall, floor construction system, standard external wall outer surface plate, warming plate and conjuncted plate are rectangular slab; T-shaped side fascia outer surface plate, warming plate and conjuncted plate cross section are rectangular slab; Turning side fascia outer surface plate and warming plate cross section are L shape, and in conjuncted plate, a concrete slab cross section is L shape, and another block cross section is rectangle; Band door and window mouth side fascia outer surface plate, warming plate and conjuncted plate are equipped with door and window mouth, and the door and window mouth both sides, face that two coagulate plates are relative have recessed in concrete slab depression in the surface, make the conjuncted plate left and right sides define U-lag.

In above-mentioned assembled integral shear wall, floor construction system, T-shaped side fascia also comprises for connecting shear wall inner wall panel to form the outstanding dowel of J-shaped wall, a block concrete plate near interior wall in conjuncted plate comprises two plate bodys, be provided with between plate body for the outstanding gap of outstanding dowel, two plate bodys are connected as one by connecting reinforcement.

In above-mentioned assembled integral shear wall, floor construction system, in the side fascia of turning, additional muscle is established in the corner of conjuncted plate, and additional muscle welds with reinforced mesh, and the other end stretches out conjuncted plate.

In above-mentioned assembled integral shear wall, floor construction system, Height Adjustment unit comprises connector, link and lower connector, 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 assembled integral shear wall, floor construction system, link is polygon or tube-in-tube structure.

A construction method for described assembled integral shear wall, floor construction system, comprises the following steps:

(1) unwrapping wire on basis is checked size;

(2) lift shear wall side fascia location, adjust its upright position and level pushes away and receives position, then adjust Height Adjustment unit and make shear wall side fascia reach due height and installation in position;

(3) installation code side fascia, T-shaped side fascia, turning side fascia, band door and window mouth side fascia filling external wall plate, shear wall inner wall panel and short covering inner wall panel successively, checks size;

(4) have bottom cavity node, bottom shear wall inner wall panel and bottom shear wall side fascia and fixed form is installed;

(5) vertical support is added;

(6) floor is lifted in place;

(7) to concrete perfusion in shear wall side fascia cavity;

(8) concrete perfusion in floor gap;

(9) construction of last layer shear wall, floor is entered.

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; Manufacture, processing, convenient transportation; Construction method is simple, and short construction period.

Accompanying drawing explanation

Fig. 1 is that wallboard of the present invention connects perspective diagram.

Fig. 2 is that wallboard of the present invention connects schematic top plan view.

Fig. 3 is side fascia of the present invention and inner wall panel connected node schematic diagram.

Fig. 4 is turning side fascia and band door and window mouth side fascia connected node schematic diagram.

Floor map is connected between each wallboard of Fig. 5 the present invention.

Fig. 6 be floor with inner wall panel connection diagram.

Fig. 7 is shear wall and floor connected node schematic diagram.

Fig. 8 is shear wall bottom and floor connected node enlarged diagram.

Fig. 9 is shear wall side fascia schematic diagram.

Figure 10 is T-shaped side fascia schematic diagram.

Figure 11 is turning side fascia schematic diagram.

Figure 12 is band door and window mouth side fascia schematic diagram.

Figure 13 is floor schematic diagram.

Figure 14 is shear wall inner wall panel schematic diagram.

Figure 15 is the wallboard schematic diagram of band beam.

Figure 16 is the structural representation of Height Adjustment unit.

In figure 1, turning side fascia, 2, band door and window mouth side fascia, 3, filling external wall plate, 4, T-shaped side fascia, 5, shear wall inner wall panel, 6, plate body, 7, outstanding dowel, 8, additional muscle, 9, hot bridge cut-off connecting rod, 10, floor, 11, Height Adjustment unit, 12, movable pulley, 13, connecting reinforcement, 14, dowel, 15, groove, 16, door and window mouth, 17, depression, 18, heat insulating material, 19, plate, 20, beam, 21, cavity, 22, standard external wall, a, vertical muscle, b, horizontal bar, c, appearance panel, d, warming plate, e, concrete slab, f, gap, , 11-1, upper connector, 11-2, link, 11-3, lower connector, 11-4, movable pulley installing rack.

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.

A kind of assembled integral shear wall, floor construction system, comprise shear wall side fascia, shear wall inner wall panel and floor 10, with reference to accompanying drawing 1, 2, 3, 4, 5, shear wall side fascia comprises standard external wall 22, T-shaped side fascia 4, turning side fascia 1, band door and window mouth side fascia 2 and filling external wall plate 3, floor 10 comprises standard floor and short covering floor, shear wall inner wall panel 5 comprises standard inner wall panel and short covering inner wall panel, shear wall side fascia and shear wall inner wall panel include the wallboard of band beam, with reference to accompanying drawing 6, 7, the face that 8 each plates above-mentioned are connected with other building structural element is equipped with outstanding muscle, all movable pulley 12 is connected with by Height Adjustment unit 11 bottom shear wall side fascia and shear wall inner wall panel.

With reference to figure 9, standard external wall 22 comprises the appearance panel c, warming plate d and the conjuncted plate that set gradually, appearance panel c, warming plate d and conjuncted plate are rectangular slab, appearance panel c, warming plate d and conjuncted plate connect as one through multiple hot bridge cut-off 9 connecting rod, conjuncted plate comprises the concrete slab e that two pieces have reinforced mesh, connected by multiple dowel 14 between two concrete slabs, conjuncted plate all has cavity 21, and movable pulley 12 is connected to bottom conjuncted plate by Height Adjustment unit 11.

With reference to accompanying drawing 10, the appearance panel c set gradually in T-shaped side fascia 4, warming plate d and conjuncted plate, appearance panel c, warming plate d and conjuncted plate connect as one through multiple hot bridge cut-off 9 connecting rod, conjuncted plate comprises the concrete slab e that two pieces have reinforced mesh, connected by multiple dowel 14 between two concrete slabs, conjuncted plate all has cavity 21, T-shaped side fascia 4 also comprises for connecting shear wall inner wall panel to form the outstanding dowel 7 of J-shaped wall, a block concrete plate near interior wall in conjuncted plate comprises two plate bodys 6, be provided with for the outstanding gap f of outstanding dowel 7 between plate body 6, two plate bodys 6 are connected as one by connecting reinforcement 13.Movable pulley 12 is connected to bottom conjuncted plate by Height Adjustment unit 11.

With reference to accompanying drawing 11, turning side fascia 1 comprises the appearance panel c, warming plate d and the conjuncted plate that set gradually, appearance panel c, warming plate d and conjuncted plate connect as one through multiple hot bridge cut-off 9 connecting rod, appearance panel c and warming plate d cross section are L shape, in conjuncted plate, a concrete slab cross section is L shape, and another block cross section is rectangle; In turning side fascia 1, additional muscle 8 is established in the corner of conjuncted plate, and additional muscle 8 welds with reinforced mesh, and the other end stretches out conjuncted plate.Movable pulley 12 is connected to bottom conjuncted plate by Height Adjustment unit 11.

The appearance panel c, warming plate d and the conjuncted plate that set gradually is comprised with door and window mouth side fascia 21 with reference to accompanying drawing 12, appearance panel c, warming plate d and conjuncted plate connect as one through multiple hot bridge cut-off 9 connecting rod, appearance panel c, warming plate d and conjuncted plate are equipped with door and window mouth 16, door and window mouth 16 both sides, face that two coagulate plate e are relative have recessed in concrete slab depression in the surface 17, make the conjuncted plate left and right sides define U-shaped cavity 21.Movable pulley 12 is connected to bottom conjuncted plate by Height Adjustment unit 11.

In shear wall side fascia, two concrete slab e upper surfaces and appearance panel c and warming plate d upper end surface are in same plane, and two concrete slab e lower surfaces are shorter than appearance panel c and warming plate d lower surface, and outstanding muscle lower end flushes with c and warming plate d lower end.

With reference to accompanying drawing 13, floor 10 also has reinforced mesh.

Also comprise two pieces of concrete slab e with reinforced mesh by being connected by multiple connecting reinforcement 13 with reference to accompanying drawing 14 shear wall inner wall panel, and be also formed with cavity 21 therebetween.Movable pulley 12 is connected to bottom concrete slab e by Height Adjustment unit 11.

In above-mentioned each plate, reinforced mesh comprises vertical muscle a and horizontal bar b, and horizontal bar protrudes from concrete slab both sides, and the groove 15 for overlapping with other building structural element, being mechanically connected or weld is established in outstanding muscle position; Vertical muscle protrudes from concrete slab top and bottom, and outstanding muscle position is established groove 15 or do not establish groove 15, and longitudinal outstanding muscle overlaps with the outstanding muscle of other building structural element longitudinal direction, is mechanically connected or welds.

With reference to accompanying drawing 15, wallboard with beam comprises two plates 19, one end beam 20 between two plates 19 and the heat insulating material 18 arranged between two plates 19, plate 19 is for having the concrete slab of reinforced mesh, reinforced mesh comprises vertical muscle a and horizontal bar b, and vertical muscle a and horizontal bar b protrudes from upper and lower side and the left and right sides of plate 19 respectively.Movable pulley 12 is connected to bottom conjuncted plate by Height Adjustment unit 11.

With reference to accompanying drawing 16, Height Adjustment unit 11 comprises connector 11-1, link 11-2 and lower connector 11-3, link 11-2 two ends are respectively by the upper connector 11-1 and lower connector 11-3 that is threaded, movable pulley installing rack 11-4 is arranged on lower connector 11-3, and upper connector 11-1 welds with reinforced mesh.Link 11-2 is polygon or tube-in-tube structure.

A construction method for described assembled integral shear wall, floor construction system, comprises the following steps:

(1) unwrapping wire on basis is checked size;

(2) lift shear wall side fascia location, adjust its upright position and level pushes away and receives position, then adjust Height Adjustment unit and make shear wall side fascia reach due height and installation in position;

(3) installation code side fascia 22, T-shaped side fascia 4, turning side fascia 1, band door and window mouth side fascia 2, filling external wall plate 3, shear wall inner wall panel successively, checks size;

(4) have bottom cavity node, bottom shear wall inner wall panel and bottom shear wall side fascia and fixed form is installed;

(5) vertical support is added;

(6) floor 10 is lifted in place;

(7) to concrete perfusion in shear wall side fascia cavity;

(8) concrete perfusion in floor 10 gap;

(9) construction of last layer shear wall, floor 10 is entered.

The present invention does not have disclosed technical characteristic, is the known technology of the art.

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 (9)

1. an assembled integral shear wall, floor construction system, it is characterized in that: comprise shear wall side fascia, shear wall inner wall panel and floor, shear wall side fascia comprises standard external wall, T-shaped side fascia, turning side fascia, band door and window mouth side fascia and filling external wall plate, floor comprises standard floor and short covering floor, shear wall inner wall panel comprises standard inner wall panel and short covering inner wall panel, shear wall side fascia and shear wall inner wall panel include the wallboard of band beam, the face that each plate above-mentioned is connected with other building structural element is equipped with outstanding muscle, all movable pulley is connected with by Height Adjustment unit bottom shear wall side fascia and shear wall inner wall panel, shear wall side fascia comprises the appearance panel, warming plate and the conjuncted plate that set gradually, appearance panel, warming plate and conjuncted plate connect as one through multiple hot bridge cut-off connecting rod, conjuncted plate all has cavity, conjuncted plate comprises the concrete slab that two pieces have reinforced mesh, connected by multiple dowel between two concrete slabs, movable pulley is connected to bottom conjuncted plate by Height Adjustment unit, shear wall inner wall panel also comprises two pieces of concrete slabs with reinforced mesh by being connected by multiple connecting reinforcement, and is also formed with cavity therebetween, wallboard with beam also comprises the concrete slab and beam with reinforced mesh, is provided with heat insulating material between concrete slab, and beam one end is arranged between two concrete slabs.
2. assembled integral shear wall, floor construction system according to claim 1, it is characterized in that: reinforced mesh comprises vertical muscle and horizontal bar, horizontal bar protrudes from concrete slab both sides, and outstanding muscle position is established for the groove overlapped with other building structural element, be mechanically connected or weld; Vertical muscle protrudes from concrete slab top and bottom, and outstanding muscle position is established groove or do not establish groove, and longitudinal outstanding muscle overlaps with the outstanding muscle of other building structural element longitudinal direction, is mechanically connected or welds.
3. assembled integral shear wall, floor construction system according to claim 1, it is characterized in that: in shear wall side fascia, 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.
4. assembled integral shear wall, floor construction system according to claim 1, is characterized in that: standard external wall outer surface plate, warming plate and conjuncted plate are rectangular slab; T-shaped side fascia outer surface plate, warming plate and conjuncted plate cross section are rectangular slab; Turning side fascia outer surface plate and warming plate cross section are L shape, and in conjuncted plate, a concrete slab cross section is L shape, and another block cross section is rectangle; Band door and window mouth side fascia outer surface plate, warming plate and conjuncted plate are equipped with door and window mouth, and the door and window mouth both sides, face that two concrete slabs are relative have recessed in concrete slab depression in the surface, make the conjuncted plate left and right sides define the cavity of U-shaped.
5. assembled integral shear wall, floor construction system according to claim 1, it is characterized in that: T-shaped side fascia also comprises for connecting shear wall inner wall panel to form the outstanding dowel of J-shaped wall, a block concrete plate near interior wall in conjuncted plate comprises two plate bodys, be provided with between plate body for the outstanding gap of outstanding dowel, two plate bodys are connected as one by connecting reinforcement.
6. assembled integral shear wall, floor construction system according to claim 1, is characterized in that: in the side fascia of turning, additional muscle is established in the corner of conjuncted plate, and additional muscle welds with reinforced mesh, and the other end stretches out conjuncted plate.
7. assembled integral shear wall, floor construction system according to claim 1, it is characterized in that: Height Adjustment unit comprises connector, link and lower connector, link two ends are respectively by upper connector and the lower connector of being threaded, movable pulley installing rack is arranged on lower connector, and upper connector welds with reinforced mesh.
8. assembled integral shear wall, floor construction system according to claim 7, is characterized in that: link is polygon or tube-in-tube structure.
9. a construction method for assembled integral shear wall, floor construction system described in any one of claim 2 to 8, is characterized in that comprising the following steps:
(1) unwrapping wire on basis is checked size;
(2) lift shear wall side fascia location, adjust its upright position and level pushes away and receives position, then adjust Height Adjustment unit and make shear wall side fascia reach due height and installation in position;
(3) installation code side fascia, T-shaped side fascia, turning side fascia, band door and window mouth side fascia, filling external wall plate, shear wall inner wall panel and short covering inner wall panel successively, checks size;
(4) have bottom cavity node, bottom shear wall inner wall panel and bottom shear wall side fascia and fixed form is installed;
(5) vertical support is added;
(6) floor is lifted in place;
(7) to concrete perfusion in shear wall side fascia cavity;
(8) concrete perfusion in floor gap;
(9) construction of last layer shear wall, floor is entered.
CN201310691178.0A 2013-12-17 2013-12-17 Assembled integral shear wall, floor construction system and construction method CN103628567B (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104047380B (en) * 2014-05-15 2016-07-06 中国建筑股份有限公司 Assembled girder steel seam T-shaped mixing coupled wall and construction method thereof
CN105484387A (en) * 2014-09-21 2016-04-13 河南龙成重型钢结构有限公司 Steel structure shear wall structure system
CN106245752A (en) * 2016-09-29 2016-12-21 中国航天建设集团有限公司 Prefabricated assembled tube structure public building and its method of construction
CN106436894B (en) * 2016-09-29 2019-10-11 中国航天建设集团有限公司 A kind of prefabricated dwelling house and its method of construction
CN108252427A (en) * 2018-01-24 2018-07-06 江苏南通三建建筑装饰有限公司 A kind of integration assembled heat insulation exterior wall

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CN202767230U (en) * 2012-09-01 2013-03-06 初明进 Assembly integrated shear wall construction structure
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Publication number Priority date Publication date Assignee Title
WO2011056897A2 (en) * 2009-11-04 2011-05-12 Framemax International Limited, A Hong Kong Limited Liability Company Building system and method
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
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Effective date of registration: 20191205

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