CN102587569A - Inner wallboard of composite concrete shear wall and manufacturing and installing method thereof - Google Patents
Inner wallboard of composite concrete shear wall and manufacturing and installing method thereof Download PDFInfo
- Publication number
- CN102587569A CN102587569A CN2012100561327A CN201210056132A CN102587569A CN 102587569 A CN102587569 A CN 102587569A CN 2012100561327 A CN2012100561327 A CN 2012100561327A CN 201210056132 A CN201210056132 A CN 201210056132A CN 102587569 A CN102587569 A CN 102587569A
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- concrete shear
- shear wall
- cementitious material
- decorative layer
- sides
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- 239000004567 concrete Substances 0.000 title claims abstract description 34
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 13
- 238000000034 method Methods 0.000 title claims abstract description 13
- 239000002131 composite material Substances 0.000 title abstract description 3
- 239000000463 material Substances 0.000 claims abstract description 34
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 16
- 150000001875 compounds Chemical class 0.000 claims description 21
- 239000003365 glass fiber Substances 0.000 claims description 13
- 210000003205 muscle Anatomy 0.000 claims description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 239000003795 chemical substances by application Substances 0.000 claims description 9
- 239000010440 gypsum Substances 0.000 claims description 9
- 229910052602 gypsum Inorganic materials 0.000 claims description 9
- 239000004568 cement Substances 0.000 claims description 7
- 239000000203 mixture Substances 0.000 claims description 7
- 230000002787 reinforcement Effects 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010881 fly ash Substances 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 4
- 238000001035 drying Methods 0.000 claims description 2
- 238000005034 decoration Methods 0.000 abstract description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 3
- 238000005266 casting Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 238000004134 energy conservation Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 241001282153 Scopelogadus mizolepis Species 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 239000013212 metal-organic material Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
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Abstract
The invention discloses an inner wallboard of a composite concrete shear wall and a manufacturing and installing method thereof. The inner wallboard consists of two side binding material decoration layers and a middle reinforced concrete shear wall stress layer. The manufacturing and installing method of the inner wallboard comprises the following steps of: prefabricating the two side binding material decoration layers and a reinforcing steel bar frame in a factory, connecting the two side binding material decoration layers and the reinforcing steel bar frame by welded reinforcing steel bars and bolts on the site; and then concreting layer by layer to finally complete the manufacturing of the inner wallboard. The inner wallboard has the following advantages: parts are manufactured in the factory and assembled on the site; the inner wallboard is formed through the step of reinforced concrete casting in place; and the inner wallboard is energy-saving, low-consumption, environment-friendly, economical and practical, is produced industrially, is assembled in an integrated manner and can optimize a building system and improve the quality of a residential building.
Description
Technical field
The present invention relates to a kind of compound concrete shear wall inner wall panel and make mounting method, belong to housing construction body of wall technology.
Background technology
The existing building interior wall adopts concrete shear wall, concrete block masonry or light partition wall more, exists following deficiency in the practical application: traditional construction material from great, energy consumption is high, function singleness; M&P stack, on-the-spot manual with the wet trade amount is big, operation is many, cost is high, long in time limit, product quality is low and difficult control, sound insulation property is not good, the construction technology backwardness.The industrialization of tradition interior wall way, standardization level are low.Existing composite inner wall plate is many to be composited by three layers of body of wall, and the both sides body of wall adopts metal material or organic material more, has the shortcoming that cost is higher, construction is complicated.
Summary of the invention
The object of the invention is to provide a kind of compound concrete shear wall inner wall panel and makes mounting method.That described compound concrete shear wall inner wall panel has is energy-conservation, low consumption, environmental protection; Economical and practical; Firm livable; Have global function property and the universality of dwelling house to the body of wall requirement.It makes the mounting method simple and fast.
The present invention realizes through following technical scheme; A kind of compound concrete shear wall inner wall panel is characterized in that: this compound concrete shear wall inner wall panel is a length with the building standard width of a room in an old-style house or depth, and this length is no more than 6m; Subtracting floor thick with the building floor height is height, and this highly is no more than 3m; Under user mode; This compound concrete shear wall inner wall panel cross-sectional configuration; Comprise the cementitious material template decorative layer of both sides and the reinforced concrete shear wall stressor layers between the cementitious material template decorative layer of both sides, wherein, the thickness of cementitious material template decorative layer is 10-30mm; The reinforced concrete shear wall stressor layers is thickness 120mm-350mm, stretches out reinforcing bar around the reinforced concrete shear wall stressor layers.
The cementitious material template decorative layer of the both sides in the said structure; Cementitious material wherein is the composition of high strength gypsum, cement, flyash, glass fiber muscle and waterproof agent; Or be the composition of high strength gypsum, cement, glass fiber muscle and waterproof agent, or be the composition of intensity gypsum, glass fiber muscle and waterproof agent.
The manufacturing mounting method of the compound concrete shear wall inner wall panel of said structure, its process are prefabricated in the factory and the job site installation, it is characterized in that may further comprise the steps:
1) on the smooth manufacturing template of factory, paves and do not comprise the cementitious material of glass fiber muscle, repave, wipe off and form the cementitious material layer, by size cutting, drying, make both sides cementitious material template decorative layer into the glass fiber muscle;
2) the steel mesh reinforcement shelf of welded reinforcement concrete shear wall stressor layers in factory;
3) assemble the steel mesh reinforcement shelf at the scene, and the colligation cross section is the sub-positioning supporting part of 25mm*25mm flitch on the reinforcing bar shelf, and on the sub-positioning supporting part of flitch, gets through the hole;
4) pass the sub through hole of flitch with bolt, two cementitious material template decorative layers and reinforcing bar shelf are reinforced whole;
5) carry out anyhow to reinforcing in the cementitious material template decorative layer outside in both sides with flitch;
6) laminated pouring concrete in the reinforced concrete shear wall stressor layers is accomplished the fabrication and installation of compound concrete shear wall inner wall panel.
The invention has the advantages that this compound concrete shear wall inner wall panel has separation, load-bearing, sound insulation, antidetonation, fire prevention and decoration functions and energy-conservation, low consumption, environmental protection, and is economical and practical, firm livable characteristic.The structural system of this inner wall panel and concrete structural element configuration had both kept whole firm, the advantage that anti-seismic performance is good of cast-in-situ reinforced concrete structure, had promoted the industrialization of dwelling house mode of construction again.Adjust this wallboard internal stress layer steel bar concrete thickness, the interior wall that can adapt to various scale of construction buildings is used, and has universality widely.
Description of drawings
Fig. 1 is the compound concrete shear wall of a present invention inner wall panel cross-sectional configuration sketch map.
Among the figure: 1 is a side cementitious material template decorative layer, and 2 is the reinforced concrete shear wall stressor layers, and 3 is opposite side cementitious material template decorative layer, and 4 is the reinforcing bar shelf.
The specific embodiment
Below in conjunction with accompanying drawing the present invention is further specified:
Compound concrete shear wall inner wall panel of the present invention is used for big scale of construction dwelling house, office premises, commerce and public building interior wall position, participates in the building structure stress calculation, is global function interior wall portion article.Become supporting inner wall panel parts in plant produced, carry out integrated assembling at the scene,, accomplish body of wall and install, realize the process form of complex functions such as body of wall separation, load-bearing, sound insulation, antidetonation, fire prevention, decoration through cast stressor layers concrete operation.Down, collocation form is this inner wall panel cross-sectional configuration: both sides cementitious material template decorative layer, middle reinforced concrete shear wall structural stress layer in working order.Inner wall panel can satisfy the requirement of differing heights construction stress through adjustment reinforced concrete shear wall stressor layers thickness.Inner wall panel both sides cementitious material decorative layer is the outside decorative layer of wallboard, is again the permanent formwork of Cast-in-place concrete wall.Compound concrete shear wall inner wall panel is a length with the building standard width of a room in an old-style house or depth; Deducting floor thick with the building floor height is height, confirms length, the high standard of wallboard, in the present embodiment; Long (wide) 5000mm of inner wall panel; High 3000mm, both sides cementitious material decorative layer thickness is 15mm, reinforced concrete shear wall stressor layers thickness 140mm.
The concrete manufacture process of compound concrete shear wall inner wall panel of the present invention is following: in the present embodiment; Adopting the composition of high strength gypsum, cement, flyash, glass fiber muscle and waterproof agent is cementitious material, and the mass fraction ratio is: gypsum is that 60 parts, cement are that 20 parts, flyash are that 18 parts, glass fiber muscle are that 1 part, waterproof agent are 1 part.During manufacturing earlier at the pave compound of high strength gypsum, cement, flyash and waterproof agent of platform template; Repave afterwards into the glass fiber muscle; Wipeing off then and forming thickness is the cementitious material template decorative layer of 15mm, again through cutting, the dry product cementitious material template decorative layer that gets.
At the scene, weld the reinforcing bar that prefabricated reinforcing bar shelf stretches out, and the even colligation of interval 500mm cross section is the sub-positioning supporting part of flitch of 25mm*25mm, long 140mm on the reinforcing bar shelf.On sub-positioning supporting part of flitch and both sides cementitious material template decorative layer, beat diameter 8mm through hole, pass through hole, reinforcing bar shelf, both sides cementitious material template decorative layer are reinforced with bolt.
With flitch both sides cementitious material template decorative layer is carried out support fixation, laminated pouring concrete in the reinforced concrete shear wall stressor layers is accomplished wallboard and is installed.
Above-described embodiment describes preferred implementation of the present invention; Be not that scope of the present invention is limited; Design under the prerequisite of spirit not breaking away from the present invention; Various distortion and improvement that those of ordinary skills make technical scheme of the present invention all should fall in the definite protection domain of claims of the present invention.
Claims (3)
1. compound concrete shear wall inner wall panel is characterized in that: this compound concrete shear wall inner wall panel is a length with the building standard width of a room in an old-style house or depth, and this length is no more than 6m, and subtracting floor thick with the building floor height is height, and this highly is no more than 3m; Under user mode; This compound concrete shear wall inner wall panel cross-sectional configuration; Comprise the cementitious material template decorative layer of both sides and the reinforced concrete shear wall stressor layers between the cementitious material template decorative layer of both sides, wherein, the thickness of cementitious material template decorative layer is 10-30mm; The reinforced concrete shear wall stressor layers is thickness 120mm-350mm, stretches out reinforcing bar around the reinforced concrete shear wall stressor layers.
2. by the described compound concrete shear wall inner wall panel of claim 1; It is characterized in that: the cementitious material template decorative layer of both sides; Cementitious material wherein is the composition of high strength gypsum, cement, flyash, glass fiber muscle and waterproof agent; Or be the composition of high strength gypsum, cement, glass fiber muscle and waterproof agent, or be the composition of intensity gypsum, glass fiber muscle and waterproof agent.
3. manufacturing mounting method by the described compound concrete shear wall inner wall panel of claim 1, its process is prefabricated in the factory and the job site installation, it is characterized in that may further comprise the steps:
1) on the smooth manufacturing template of factory, paves and do not comprise the cementitious material of glass fiber muscle, repave, wipe off and form the cementitious material layer, by size cutting, drying, make both sides cementitious material template decorative layer into the glass fiber muscle;
2) the steel mesh reinforcement shelf of welded reinforcement concrete shear wall stressor layers in factory;
3) assemble the steel mesh reinforcement shelf at the scene, and the colligation cross section is the sub-positioning supporting part of 25mm*25mm flitch on the reinforcing bar shelf, and on the sub-positioning supporting part of flitch, gets through the hole;
4) pass the sub through hole of flitch with bolt, both sides cementitious material template decorative layer and reinforcing bar shelf are reinforced whole;
5) carry out anyhow to reinforcing in the cementitious material template decorative layer outside in both sides with flitch;
6) laminated pouring concrete in the reinforced concrete shear wall stressor layers is accomplished the fabrication and installation of compound concrete shear wall inner wall panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012100561327A CN102587569A (en) | 2012-03-06 | 2012-03-06 | Inner wallboard of composite concrete shear wall and manufacturing and installing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012100561327A CN102587569A (en) | 2012-03-06 | 2012-03-06 | Inner wallboard of composite concrete shear wall and manufacturing and installing method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102587569A true CN102587569A (en) | 2012-07-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012100561327A Pending CN102587569A (en) | 2012-03-06 | 2012-03-06 | Inner wallboard of composite concrete shear wall and manufacturing and installing method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110685380A (en) * | 2019-10-08 | 2020-01-14 | 广东乾兴建设工程有限公司 | Shear wall construction method for reducing internal bubbles |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB420081A (en) * | 1933-05-22 | 1934-11-22 | Frank William Davey | Improvements in the construction of walls for buildings |
| US6725616B1 (en) * | 2000-08-28 | 2004-04-27 | Plymouth Foam Incorporated | Insulated concrete wall system and method for its manufacture |
| CN1766251A (en) * | 2005-10-28 | 2006-05-03 | 广州市壁神新型建材有限公司 | Light composite external wall panel and manufacturing method thereof |
| CN2841805Y (en) * | 2005-11-17 | 2006-11-29 | 深圳市松林辉建材有限公司 | The environmental protection composite solid wall plate |
| CN102011442A (en) * | 2009-09-07 | 2011-04-13 | 初明进 | Light steel-concrete combination structure shear wall and manufacturing method thereof |
| CN102352678A (en) * | 2011-10-24 | 2012-02-15 | 程松林 | Four-step energy-saving cold-bridge-free heat insulation plate for dwelling house |
-
2012
- 2012-03-06 CN CN2012100561327A patent/CN102587569A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB420081A (en) * | 1933-05-22 | 1934-11-22 | Frank William Davey | Improvements in the construction of walls for buildings |
| US6725616B1 (en) * | 2000-08-28 | 2004-04-27 | Plymouth Foam Incorporated | Insulated concrete wall system and method for its manufacture |
| CN1766251A (en) * | 2005-10-28 | 2006-05-03 | 广州市壁神新型建材有限公司 | Light composite external wall panel and manufacturing method thereof |
| CN2841805Y (en) * | 2005-11-17 | 2006-11-29 | 深圳市松林辉建材有限公司 | The environmental protection composite solid wall plate |
| CN102011442A (en) * | 2009-09-07 | 2011-04-13 | 初明进 | Light steel-concrete combination structure shear wall and manufacturing method thereof |
| CN102352678A (en) * | 2011-10-24 | 2012-02-15 | 程松林 | Four-step energy-saving cold-bridge-free heat insulation plate for dwelling house |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110685380A (en) * | 2019-10-08 | 2020-01-14 | 广东乾兴建设工程有限公司 | Shear wall construction method for reducing internal bubbles |
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Application publication date: 20120718 |