CN103669706B - Tee T assembled integral shear wall side fascia and construction method - Google Patents
Tee T assembled integral shear wall side fascia and construction method Download PDFInfo
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- CN103669706B CN103669706B CN201310679652.8A CN201310679652A CN103669706B CN 103669706 B CN103669706 B CN 103669706B CN 201310679652 A CN201310679652 A CN 201310679652A CN 103669706 B CN103669706 B CN 103669706B
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- shear wall
- side fascia
- outstanding
- slab
- wall side
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- 210000003195 fascia Anatomy 0.000 title claims abstract description 46
- 238000010276 construction Methods 0.000 title claims abstract description 13
- 210000003205 muscle Anatomy 0.000 claims abstract description 36
- 238000010792 warming Methods 0.000 claims abstract description 18
- 238000009434 installation Methods 0.000 claims abstract description 5
- 230000010412 perfusion Effects 0.000 claims abstract description 5
- 239000007787 solid Substances 0.000 claims abstract description 4
- 230000000149 penetrating effect Effects 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000004140 cleaning Methods 0.000 claims description 3
- 238000009776 industrial production Methods 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 description 10
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
Abstract
The invention provides a kind of tee T assembled integral shear wall side fascia and construction method, lightweight, can standardization, large-scale industrial production, cost is low, quality better.A kind of tee T assembled integral shear wall side fascia, for the connection of exterior wall and interior wall, comprises the appearance panel, warming plate and the shear wall slab that set gradually; Appearance panel, to connect as one through multiple hot bridge cut-off connecting rod between warming plate and shear wall slab; Shear wall slab is provided with the outstanding dowel of right quantity from top to bottom, outstanding dowel protrudes from the surface of shear wall slab; Movable pulley is provided with bottom shear wall slab.A construction method for shear wall side fascia, comprises the following steps: lifting shear wall side fascia installation in position; Outstanding muscle is stretched out bar splicing with basis or floor, welds or mechanical connection; Lift other shear wall side fascia and floor; Solid bottom template, concrete perfusion in cavity.
Description
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
Current precast shear wall side fascia 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 lightweight, can standardization, large-scale industrial production, cost is low, the tee T assembled integral shear wall side fascia of quality better and construction method.
In order to above-mentioned purpose, the present invention is realized by following measures:
A kind of tee T assembled integral shear wall side fascia, for the connection of exterior wall and interior wall, comprises the appearance panel, warming plate and the shear wall slab that set gradually; Appearance panel, to connect as one through multiple hot bridge cut-off connecting rod between warming plate and shear wall slab; Shear wall slab is provided with the outstanding dowel of right quantity from top to bottom, outstanding dowel protrudes from the surface of shear wall slab; Movable pulley is provided with bottom shear wall slab.
In above-mentioned tee T assembled integral shear wall side fascia, shear wall slab comprises the concrete slab that two pieces have reinforced mesh; By multiple bar connecting between two concrete slabs, and be formed with cavity therebetween; The circumferential periphery limit of two concrete slabs is provided with outstanding muscle, and outstanding muscle protrudes from the face, limit 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 outstanding muscle position is established for the groove overlapped with another side fascia, 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 another side fascia longitudinal direction, is mechanically connected or welds.
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, 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 that parallel shape extends 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 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 tee T assembled integral shear wall side fascia, link is quadrilateral structure.
In above-mentioned tee T assembled integral shear wall side fascia, the block concrete plate near interior wall comprises two plate bodys, and 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 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) lift shear wall side fascia and adjust its upright position and level pushes away and receives position, then adjust height adjuster and make shear wall side fascia vertical and installation in position;
(5) outstanding muscle is stretched out bar splicing with basis or floor, welds or mechanical connection;
(6) other shear wall side fascia and floor is lifted;
(7) solid bottom template, concrete perfusion in cavity.
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.
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.
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 tee T assembled integral shear wall side fascia, for the connection of exterior wall and interior wall, comprises the appearance panel 14, warming plate 12 and the shear wall slab that set gradually; Appearance panel 14, to connect as one through multiple hot bridge cut-off connecting rod 23 between warming plate 12 and shear wall slab; Reinforcing bar stratum reticulare 13 is provided with in appearance panel 14; Shear wall slab is provided with the outstanding dowel of right quantity 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, by organizing bar connecting between first concrete slab 11 and the second concrete slab 3 more, and be formed with cavity therebetween, first concrete slab 11 and the second concrete slab upper surface and appearance panel 14 and warming plate 12 upper end surface 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 surface.Outstanding muscle lower end flushes with appearance panel and warming plate lower end
The first reinforced mesh is provided with in first concrete slab 11, first reinforced mesh comprises the first horizontal bar 15 of the first vertical muscle 10 and lateral arrangement of longitudinally arranging, 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; The second reinforced mesh is provided with in second concrete slab 3, second reinforced mesh comprises the second horizontal bar 5 of the second vertical muscle 1 and lateral arrangement of longitudinally arranging, 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; The groove 16 for overlapping with another side fascia, being mechanically connected or weld is established in the outstanding muscle position of the first horizontal bar 15 and the second horizontal bar 5; First vertical muscle 10 and the second vertical muscle 1 position are established groove or do not establish groove, and the first vertical muscle 10 and the second vertical outstanding muscle of muscle 1 overlap with the outstanding muscle of another side fascia longitudinal direction, be mechanically connected or weld.Groove 16 is penetrating groove or not penetrating groove.
Adjust side fascia position when considering construction convenient, the first reinforced mesh and the second reinforced mesh lower end are equipped with two or more movable pulley 19.
Outstanding dowel comprises the first dowel 20 and the second dowel 21, first dowel 20 and the second dowel 21 and includes 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 that parallel shape extends to outside the second concrete slab 3 external surface.
Many groups reinforcing bar between first concrete slab 11 and the second concrete slab 3, often group comprises the first reinforcing bar 17 of V-shaped layout and the second reinforcing bar 18, first reinforcing bar 17 is connected the first reinforced mesh and the second reinforced mesh respectively with the two ends of the second reinforcing bar 18.
Second concrete slab 3 comprises two plate body 3-1, and gap 4, the two plate body 3-1 be provided with between plate body 3-1 for outstanding dowel is outstanding is connected as one by connecting reinforcement 22.
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 respectively by upper connector 6 and the lower connector 7 of being threaded, movable pulley installing rack 9 is arranged on lower connector 7, and upper connector 6 welds with the first reinforced mesh or 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) lift shear wall side fascia and adjust its upright position and level pushes away and receives position, then adjust height adjuster and make shear wall side fascia vertical and installation in position;
(5) by outstanding muscle with basis or floor stretch out bar splicing, weld or mechanical connection;
(6) other shear wall side fascia and floor is lifted;
(7) solid bottom template, concrete perfusion in cavity.
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 (7)
1. a tee T assembled integral shear wall side fascia, for the connection of exterior wall and interior wall, is characterized in that: comprise the appearance panel, warming plate and the shear wall slab that set gradually; Appearance panel, to connect as one through multiple hot bridge cut-off connecting rod between warming plate and shear wall slab; Shear wall slab is provided with the outstanding dowel of right quantity from top to bottom, outstanding dowel protrudes from the surface of shear wall slab; Movable pulley is provided with bottom shear wall slab; Shear wall slab comprises the concrete slab that two pieces have reinforced mesh; By multiple bar connecting between two concrete slabs, and be formed with cavity therebetween; The circumferential periphery limit of two concrete slabs is provided with outstanding muscle, and outstanding muscle protrudes from the face, limit 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; Outstanding dowel comprises the first dowel and the second dowel, first dowel and the second dowel include protuberance and connecting portion, two connecting portions are cross-shaped to be arranged between two concrete slabs, and two protuberances are that parallel shape extends to outside the concrete slab external surface of interior wall; A block concrete plate near interior wall comprises two plate bodys, and be provided with between plate body for the outstanding gap of outstanding dowel, two plate bodys are connected as one by connecting reinforcement.
2. tee T assembled integral shear wall side fascia 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 another side fascia, 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 another side fascia longitudinal direction, is mechanically connected or welds.
3. tee T assembled integral shear wall side fascia according to claim 2, is characterized in that: groove is penetrating groove or not penetrating groove.
4. tee T assembled integral shear wall side fascia according to claim 1, 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 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.
5. tee T assembled integral shear wall side fascia according to claim 4, is characterized in that: link is quadrilateral structure.
6. tee T assembled integral shear wall side fascia according to claim 1 to 5 any one, is characterized in that: shear wall slab upper and lower side is provided with triangle mast-up.
7. a construction method for tee T assembled integral shear wall side fascia according to claim 4, 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 shear wall side fascia and adjust its upright position and level pushes away and receives position, then adjust height adjuster and make shear wall side fascia vertical and installation in position;
(5) outstanding muscle is stretched out bar splicing with basis or floor, welds or mechanical connection;
(6) other shear wall side fascia and floor is lifted;
(7) solid bottom template, concrete perfusion in cavity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310679652.8A CN103669706B (en) | 2013-12-15 | 2013-12-15 | Tee T assembled integral shear wall side fascia and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310679652.8A CN103669706B (en) | 2013-12-15 | 2013-12-15 | Tee T assembled integral shear wall side fascia and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103669706A CN103669706A (en) | 2014-03-26 |
| CN103669706B true CN103669706B (en) | 2015-10-28 |
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| CN201310679652.8A Active CN103669706B (en) | 2013-12-15 | 2013-12-15 | Tee T assembled integral shear wall side fascia and construction method |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105275145B (en) * | 2015-11-19 | 2018-04-20 | 王硕干 | A kind of assembled multifunction composite wall panel |
| 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 |
| 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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| KR20100000053A (en) * | 2008-06-24 | 2010-01-06 | 대한주택공사 | 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 |
-
2013
- 2013-12-15 CN CN201310679652.8A patent/CN103669706B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20100000053A (en) * | 2008-06-24 | 2010-01-06 | 대한주택공사 | 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 |
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| CN103669706A (en) | 2014-03-26 |
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Owner name: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: WANG RUIMIN Effective date: 20150122 |
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Free format text: CORRECT: ADDRESS; FROM: 250001 JINAN, SHANDONG PROVINCE TO: 250101 JINAN, SHANDONG PROVINCE |
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Effective date of registration: 20150122 Address after: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6 Applicant after: Shandong Lijiu Building Technology Co., Ltd. Address before: 250001 Jianshe Road century home 15-2-1103, Shizhong District, Shandong, Ji'nan Applicant before: Wang Ruimin |
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Owner name: WANG RUIMIN Free format text: FORMER OWNER: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Effective date: 20150618 |
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Effective date of registration: 20150618 Address after: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Applicant after: Wang Ruimin Address before: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6 Applicant before: Shandong Lijiu Building Technology Co., Ltd. |
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Inventor after: Wang Quanliang Inventor after: Wang Ruimin Inventor before: Wang Ruimin |
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Effective date of registration: 20170421 Address after: 100089 Beijing city Haidian District Qinghe Street No. 72 No. 23 floor 2 room 2345 Patentee after: Beijing Lian Fang Network Information Co., Ltd. Address before: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Patentee before: Wang Ruimin |
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Effective date of registration: 20191205 Address after: Room 601, block B, Olympic Tiantai Plaza, 5777 jingshidong Road, high tech Zone, Jinan City, Shandong Province, 250000 Patentee after: Shandong Lijiu Construction Robot Co., Ltd. Address before: 100089 Beijing city Haidian District Qinghe Street No. 72 No. 23 floor 2 room 2345 Patentee before: Beijing Lian Fang Network Information Co., Ltd. |