CN103669706A - T-shaped assembling integral type shear wall external wall panel and construction method - Google Patents

T-shaped assembling integral type shear wall external wall panel and construction method Download PDF

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Publication number
CN103669706A
CN103669706A CN201310679652.8A CN201310679652A CN103669706A CN 103669706 A CN103669706 A CN 103669706A CN 201310679652 A CN201310679652 A CN 201310679652A CN 103669706 A CN103669706 A CN 103669706A
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shear wall
side fascia
panel
outstanding
tee
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CN201310679652.8A
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Chinese (zh)
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CN103669706B (en
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王睿敏
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王睿敏
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Publication of CN103669706B publication Critical patent/CN103669706B/en

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Abstract

The invention provides a T-shaped assembling integral type shear wall external wall panel and a construction method. The T-shaped assembling integral type shear wall external wall panel is light in weight, low in cost and high in quality, can be produced in a standardized, large-scale and industrial manner, is used for connecting an internal wall and an external wall, and comprises an external surface panel, a heat retaining panel and a shear wall panel sequentially arranged; the external surface panel, the heat retaining panel and the shear wall panel are integrally connected via a plurality of hot bridge cutoff connecting rods; an appropriate amount of protruding connecting ribs are arranged on the shear wall panel from top to bottom; the protruding connecting ribs protrude out of the surface of the shear wall panel; moveable wheels are arranged at the bottom of the shear wall panel. The shear wall external wall panel construction method comprises the following steps: hoisting the shear wall external panel to install in position; splicing, welding or mechanically connecting the protruding ribs and a foundation or floor slab protruding rebars; hoisting other shear wall external panel and floor slabs; fixing a bottom template, and pouring concrete in a cavity.

Description

Tee T assembled integral shear wall side fascia and construction method

Technical field

The present invention relates to technical field of buildings, particularly a kind of tee T assembled integral shear wall side fascia 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 lightweight, can standardization, large-scale industrial production, and cost is low, tee T assembled integral shear wall side fascia and the construction method of quality better.

For above-mentioned purpose, the present invention realizes by following measures:

A tee T assembled integral shear wall side fascia, for being connected of exterior wall and interior wall, comprises the appearance panel, warming plate and the shear wall slab that set gradually; Between appearance panel, warming plate and shear wall slab, through a plurality of hot bridge cut-off connecting rods, connect as one; The outstanding dowel that is provided with right quantity on shear wall slab from top to bottom, outstanding dowel protrudes from the surface of shear wall slab; Shear wall slab bottom is provided with movable pulley.

In above-mentioned tee T assembled integral shear wall side fascia, shear wall slab comprises two concrete slabs with reinforced mesh; Between two concrete slabs, by a plurality of reinforcing bars, connected, and be formed with cavity between the two; In the surrounding periphery sides of two concrete slabs, be provided with outstanding muscle, outstanding muscle protrudes from the limit face of concrete slab; Two concrete slab upper surfaces and appearance panel and warming plate upper end surface are in same plane, and two concrete slabs or a block concrete plate lower surface 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 tee T assembled integral shear wall side fascia, reinforced mesh comprises vertical muscle and horizontal bar, and horizontal bar protrudes from concrete slab both sides, and establish for the groove with another side fascia overlap joint, mechanical connection or welding outstanding muscle position; Vertical muscle protrudes from concrete slab top and bottom, and outstanding muscle position is established groove or do not established groove, outstanding muscle and another side fascia outstanding muscle overlap joint, mechanical connection or welding longitudinally longitudinally.

In above-mentioned tee T assembled integral shear wall side fascia, groove is penetrating groove or not penetrating groove.

In above-mentioned tee T assembled integral shear wall side fascia, outstanding dowel comprises the first dowel and the second dowel, the first dowel and the second dowel include protuberance and connecting portion, two connecting portions are cross-shaped to be arranged in shear wall slab, and two protuberances are parallel shape and extend to outside shear wall slab external surface.

In above-mentioned tee T assembled integral shear wall side fascia, each movable pulley is all connected with reinforced mesh through height adjuster.

In above-mentioned tee T assembled integral shear wall side fascia, height adjuster comprises connector, link and lower connector, 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 tee T assembled integral shear wall side fascia, link is quadrilateral structure.

In above-mentioned tee T assembled integral shear wall side fascia, a block concrete plate of close interior wall comprises two plate bodys, is provided with for the outstanding gap of outstanding dowel between plate body, and two plate bodys connect as one by connecting reinforcement

In above-mentioned tee T assembled integral shear wall side fascia, shear wall slab upper and lower side is provided with triangle mast-up.

A construction method for tee T assembled integral shear wall 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 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) muscle and basis or floor be will give prominence to and bar splicing, welding or mechanical connection stretched out;

(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.

The 1, second vertical muscle in figure, 2, mast-up, the 3, second concrete slab, 3-1, plate body, 4, gap, the 5, second horizontal bar, 6, upper connector, 7, lower connector, 8, link, 9, movable pulley installing rack, the 10, first vertical muscle, the 11, first concrete slab, 12, warming plate, 13, reinforcing bar stratum reticulare, 14, appearance panel, 15, the first horizontal bar, 16, groove, the 17, first reinforcing bar, the 18, second reinforcing bar, 19, movable pulley, 20, the first dowel, the 21, second dowel, 22, connecting reinforcement, a, protuberance, b, connecting portion.

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 tee T assembled integral shear wall side fascia, for being connected of exterior wall and interior wall, comprises the appearance panel 14, warming plate 12 and the shear wall slab that set gradually; Between appearance panel 14, warming plate 12 and shear wall slab, through a plurality of hot bridge cut-off connecting rods, connect as one; In appearance panel 14, be provided with reinforcing bar stratum reticulare 13; The outstanding dowel that is provided with right quantity on shear wall slab from top to bottom, outstanding dowel protrudes from the surface of shear wall slab; Shear wall slab comprises the first concrete slab 11 and the second concrete slab 3, between the first concrete slab 11 and the second concrete slab 3, by organizing reinforcing bar, connect more, and between the two, be formed with cavity, the first concrete slab 11 and the second concrete slab upper surface and appearance panel 14 and warming plate 12 upper end surfaces are in same plane, and two concrete slabs or a block concrete plate lower surface are shorter than appearance panel 14 and warming plate 12 lower surfaces.Outstanding muscle lower end flushes with appearance panel and warming plate lower end

In the first concrete slab 11, be provided with the first reinforced mesh, the first reinforced mesh comprises the first vertical muscle 10 of longitudinal layout and the first horizontal bar 15 of lateral arrangement, the first vertical muscle 10 protrudes from the top and bottom of the first concrete slab 11, and the first horizontal bar 15 all protrudes from the side of the first concrete slab 11; In the second concrete slab 3, be provided with the second reinforced mesh, the second reinforced mesh comprises the second vertical muscle 1 of longitudinal layout and the second horizontal bar 5 of lateral arrangement, the second vertical muscle 1 protrudes from the top and bottom of the second concrete slab 3, and the second horizontal bar 5 all protrudes from the side of the second concrete slab 3; Establish for the groove 16 with another side fascia overlap joint, mechanical connection or welding the outstanding muscle position of the first horizontal bar 15 and the second horizontal bar 5; The first vertical muscle 10 and the second vertical muscle 1 position are established groove or are not established groove, outstanding muscle overlap joint, mechanical connection or the welding longitudinally of the outstanding muscle of the first vertical muscle 10 and the second vertical muscle 1 and another side fascia.Groove 16 is penetrating groove or not penetrating groove.

When considering construction, adjust side fascia position convenient, the first reinforced mesh and the second reinforced mesh lower end are equipped with two above movable pulleys 19.

Outstanding dowel comprises that the first dowel 20 and the second dowel 21, the first dowels 20 and the second dowel 21 include protuberance a and connecting portion b, and two connecting portion b are cross-shaped to be arranged between the first concrete slab 11 and the second concrete slab 3; Two protuberance a are parallel shape and extend to outside the second concrete slab 3 external surfaces.

Many groups reinforcing bar between the first concrete slab 11 and the second concrete slab 3, every group comprises that the first reinforcing bar 17 of V-shaped layout and the two ends of the second reinforcing bar 18, the first reinforcing bars 17 and the second reinforcing bar 18 are connected respectively the first reinforced mesh and the second reinforced mesh.

The second concrete slab 3 comprises two plate body 3-1, is provided with for outstanding outstanding gap 4, the two plate body 3-1 of dowel and connects as one by connecting reinforcement 22 between plate body 3-1.

Each movable pulley 19 is all connected with the first reinforced mesh or the second reinforced mesh through height adjuster.Height adjuster comprises connector 6, link 8 and lower connector 7, link 8 is quadrilateral structure, link 8 two ends are threaded connection respectively connector 6 and lower connector 7, movable pulley installing rack 9 is arranged on lower connector 7, upper connector 6 and the first reinforced mesh or the welding of the second reinforced mesh.

Consider easy construction, between the first concrete slab 11 and the second concrete slab 3, upper and lower side is provided with triangle mast-up 2.

A construction method for tee T assembled integral shear wall 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 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) bar splicing, welding or the mechanical connection that outstanding muscle and basis or floor are stretched out;

(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. a tee T assembled integral shear wall side fascia, for being connected of exterior wall and interior wall, is characterized in that: comprise the appearance panel, warming plate and the shear wall slab that set gradually; Between appearance panel, warming plate and shear wall slab, through a plurality of hot bridge cut-off connecting rods, connect as one; The outstanding dowel that is provided with right quantity on shear wall slab from top to bottom, outstanding dowel protrudes from the surface of shear wall slab; Shear wall slab bottom is provided with movable pulley.
2. tee T assembled integral shear wall side fascia according to claim 1, is characterized in that: shear wall slab comprises two concrete slabs with reinforced mesh; Between two concrete slabs, by a plurality of reinforcing bars, connected, and be formed with cavity between the two; In the surrounding periphery sides of two concrete slabs, be provided with outstanding muscle, outstanding muscle protrudes from the limit face of concrete slab; Two concrete slab upper surfaces and appearance panel and warming plate upper end surface are in same plane, and two concrete slabs or a block concrete plate lower surface 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. tee T assembled integral shear wall side fascia according to claim 2, it is characterized in that: reinforced mesh comprises vertical muscle and horizontal bar, horizontal bar protrudes from concrete slab both sides, and establish for the groove with another side fascia overlap joint, mechanical connection or welding outstanding muscle position; Vertical muscle protrudes from concrete slab top and bottom, and outstanding muscle position is established groove or do not established groove, outstanding muscle and another side fascia outstanding muscle overlap joint, mechanical connection or welding longitudinally longitudinally.
4. tee T assembled integral shear wall side fascia according to claim 3, is characterized in that: groove is penetrating groove or not penetrating groove.
5. tee T assembled integral shear wall side fascia described in claim 1, it is characterized in that: outstanding dowel comprises the first dowel and the second dowel, the first dowel and the second dowel include protuberance and connecting portion, two connecting portions are cross-shaped to be arranged in shear wall slab, and two protuberances are parallel shape and extend to outside shear wall slab external surface.
6. tee T assembled integral shear wall side fascia according to claim 2, is characterized in that: each movable pulley is all connected with reinforced mesh through height adjuster; Height adjuster 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.
7. tee T assembled integral shear wall side fascia according to claim 6, is characterized in that: link is quadrilateral structure.
8. tee T assembled integral shear wall side fascia described in claim 2, is characterized in that: the block concrete plate near interior wall comprises two plate bodys, is provided with for the outstanding gap of outstanding dowel between plate body, and two plate bodys connect as one by connecting reinforcement.
9. according to tee T assembled integral shear wall side fascia described in claim 1 to 8 any one, it is characterized in that: shear wall slab upper and lower side is provided with triangle mast-up.
10. a construction method for tee T assembled integral shear wall 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 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) muscle and basis or floor be will give prominence to and bar splicing, welding or mechanical connection stretched out;
(6) lift other shear wall side fascia and floor;
(7) solid bottom template, to concrete perfusion in cavity.
CN201310679652.8A 2013-12-15 2013-12-15 Tee T assembled integral shear wall side fascia and construction method CN103669706B (en)

Priority Applications (1)

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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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CN103669706A true CN103669706A (en) 2014-03-26
CN103669706B CN103669706B (en) 2015-10-28

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105275145A (en) * 2015-11-19 2016-01-27 王硕干 Assembly type multifunctional composite wallboard
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
CN107246105A (en) * 2017-04-21 2017-10-13 清华大学 Cancel the construction and construction method of beard muscle in a kind of concrete prefabricated board plate end
CN108560926A (en) * 2018-01-31 2018-09-21 中国二十二冶集团有限公司 Interior wall method of plate installation of the assembling type steel structure house with girder steel, bracing members

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20100000053A (en) * 2008-06-24 2010-01-06 (주) 토문엔지니어링건축사사무소 Structure of doorwall can be movable
CN102312481A (en) * 2010-06-29 2012-01-11 湖南华廷筑邦建材有限公司 Reinforced concrete prefabricated member
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
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
CN103132633A (en) * 2013-01-29 2013-06-05 盐城工学院 Permanent shuttering cast-in-place extra light concrete self-insulation composite wall body and construction technology
CN203716395U (en) * 2013-12-15 2014-07-16 王睿敏 T-shaped outer wallboard for assembling integrated shear wall

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20100000053A (en) * 2008-06-24 2010-01-06 (주) 토문엔지니어링건축사사무소 Structure of doorwall can be movable
CN102312481A (en) * 2010-06-29 2012-01-11 湖南华廷筑邦建材有限公司 Reinforced concrete prefabricated member
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
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
CN103132633A (en) * 2013-01-29 2013-06-05 盐城工学院 Permanent shuttering cast-in-place extra light concrete self-insulation composite wall body and construction technology
CN203716395U (en) * 2013-12-15 2014-07-16 王睿敏 T-shaped outer wallboard for assembling integrated shear wall

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105275145A (en) * 2015-11-19 2016-01-27 王硕干 Assembly type multifunctional composite wallboard
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
CN107246105A (en) * 2017-04-21 2017-10-13 清华大学 Cancel the construction and construction method of beard muscle in a kind of concrete prefabricated board plate end
CN107246105B (en) * 2017-04-21 2018-06-12 清华大学 Cancel the construction and construction method of beard muscle in a kind of concrete prefabricated board plate end
CN108560926A (en) * 2018-01-31 2018-09-21 中国二十二冶集团有限公司 Interior wall method of plate installation of the assembling type steel structure house with girder steel, bracing members

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