CN203716395U - T-shaped outer wallboard for assembling integrated shear wall - Google Patents
T-shaped outer wallboard for assembling integrated shear wall Download PDFInfo
- Publication number
- CN203716395U CN203716395U CN201320820644.6U CN201320820644U CN203716395U CN 203716395 U CN203716395 U CN 203716395U CN 201320820644 U CN201320820644 U CN 201320820644U CN 203716395 U CN203716395 U CN 203716395U
- Authority
- CN
- China
- Prior art keywords
- shear wall
- outstanding
- side fascia
- slab
- tee
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 210000003195 fascia Anatomy 0.000 claims description 35
- 210000003205 muscle Anatomy 0.000 claims description 33
- 238000010792 warming Methods 0.000 claims description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 238000003466 welding Methods 0.000 claims description 10
- 230000000149 penetrating effect Effects 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 2
- 238000009776 industrial production Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000010412 perfusion Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Abstract
The utility model provides a T-shaped outer wallboard for assembling an integrated shear wall, which is convenient to construct and is produced in a mass industrialized manner. The T-shaped outer wallboard for assembling the integrated shear wall is used for connecting an outer wall and an inner wall and sequentially comprises an outer surface panel, a heat-preserving plate and a shear wallboard; the outer surface panel, the heat-preserving plate and the shear wallboard are connected together through a plurality of thermal broken bridge connecting rods; the shear wallboard is sequentially provided with a plurality of protruded connecting ribs from top to bottom, and the protruded connecting ribs are protruded out of the surface of the shear wallboard; the bottom of the shear wallboard is provided with a moving wheel.
Description
Technical field
The utility model relates to technical field of buildings, particularly a kind of tee T assembled integral shear wall side fascia.
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.
Utility model content
The utility model object has been to provide a kind of lightweight, can standardization, large-scale industrial production, and cost is low, the tee T assembled integral shear wall side fascia of quality better.
For above-mentioned purpose, the utility model is realized by following measures:
A kind of 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, connect as one through multiple hot bridge cut-off connecting rods; 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, connected by multiple reinforcing bars, 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 outstanding muscle position establish for the groove of another side fascia overlap joint, mechanical connection or welding; Vertical muscle protrudes from concrete slab top and bottom, and outstanding muscle position is established groove or do not established groove, outstanding muscle overlap joint, mechanical connection or welding that longitudinal outstanding muscle and another side fascia are longitudinal.
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, comprise two plate bodys near a block concrete plate of interior wall, be provided with for the outstanding gap of outstanding dowel between plate body, 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.
The beneficial effects of the utility model: 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.
Brief description of the drawings
Fig. 1 is the elevational schematic view of the selected embodiment of the utility model.
Fig. 2 is that the master of the selected embodiment of the utility model looks schematic diagram.
Fig. 3 is the schematic side view of the selected embodiment of the utility model.
Fig. 4 is the elevational schematic view of the selected embodiment of the utility model.
In figure 1, the second vertical muscle, 2, mast-up, 3, the second concrete slab, 3-1, plate body, 4, gap, 5, the second horizontal bar, 6, upper connector, 7, lower connector, 8, link, 9, movable pulley installing rack, 10, the first vertical muscle, 11, the first concrete slab, 12, warming plate, 13, reinforcing bar stratum reticulare, 14, appearance panel, 15, the first horizontal bar, 16, groove, 17, the first reinforcing bar, 18, the second reinforcing bar, 19, movable pulley, 20, the first dowel, 21, the second dowel, 22, connecting reinforcement, a, protuberance, b, connecting portion.
Detailed description of the invention
Illustrate selected embodiment of the present utility model referring now to Figure of description, those skilled in the art are only exemplary according to subordinate's explanation of embodiment of the present utility model of the present disclosure, are not in order to limit scheme of the present utility model.
A kind of 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, connect as one through multiple hot bridge cut-off connecting rods; 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, connect by organizing reinforcing bar 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; The outstanding muscle position of the first horizontal bar 15 and the second horizontal bar 5 establish for the groove 16 of another side fascia overlap joint, mechanical connection or welding; 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 welding that the outstanding muscle of the first vertical muscle 10 and the second vertical muscle 1 and another side fascia are longitudinal.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 more than two movable pulley 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 utility model does not have disclosed technical characterictic, is the known technology of the art.
General principle of the present utility model and advantage have more than been described.The utility model is not restricted to the described embodiments, and in the prerequisite that does not depart from the utility model scope, those skilled in the art can do many changes and improvements as required.The utility model protection domain should be defined by appending claims and equivalent thereof.
Claims (9)
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, connect as one through multiple hot bridge cut-off connecting rods; 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, connected by multiple reinforcing bars, 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 outstanding muscle position establish for the groove of another side fascia overlap joint, mechanical connection or welding; Vertical muscle protrudes from concrete slab top and bottom, and outstanding muscle position is established groove or do not established groove, outstanding muscle overlap joint, mechanical connection or welding that longitudinal outstanding muscle and another side fascia are longitudinal.
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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320820644.6U CN203716395U (en) | 2013-12-15 | 2013-12-15 | T-shaped outer wallboard for assembling integrated shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320820644.6U CN203716395U (en) | 2013-12-15 | 2013-12-15 | T-shaped outer wallboard for assembling integrated shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203716395U true CN203716395U (en) | 2014-07-16 |
Family
ID=51155562
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320820644.6U Expired - Lifetime CN203716395U (en) | 2013-12-15 | 2013-12-15 | T-shaped outer wallboard for assembling integrated shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203716395U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669706A (en) * | 2013-12-15 | 2014-03-26 | 王睿敏 | T-shaped assembling integral type shear wall external wall panel and construction method |
-
2013
- 2013-12-15 CN CN201320820644.6U patent/CN203716395U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669706A (en) * | 2013-12-15 | 2014-03-26 | 王睿敏 | T-shaped assembling integral type shear wall external wall panel and construction method |
| CN103669706B (en) * | 2013-12-15 | 2015-10-28 | 王睿敏 | Tee T assembled integral shear wall side fascia and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: WANG RUIMIN Effective date: 20150113 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 250001 JINAN, SHANDONG PROVINCE TO: 250101 JINAN, SHANDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150113 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 Patentee after: SHANDONG LIJIU CONSTRUCTION TECHNOLOGY CO.,LTD. Address before: 250001 Jianshe Road century home 15-2-1103, Shizhong District, Shandong, Ji'nan Patentee before: Wang Ruimin |
|
| ASS | Succession or assignment of patent right |
Owner name: WANG RUIMIN Free format text: FORMER OWNER: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Effective date: 20150608 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 250101 JINAN, SHANDONG PROVINCE TO: 250001 JINAN, SHANDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150608 Address after: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Patentee 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 Patentee before: SHANDONG LIJIU CONSTRUCTION TECHNOLOGY CO.,LTD. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140716 |