CN200996181Y - Double-controlled composite shear wall of blind frame concrete - Google Patents
Double-controlled composite shear wall of blind frame concrete Download PDFInfo
- Publication number
- CN200996181Y CN200996181Y CN 200720103112 CN200720103112U CN200996181Y CN 200996181 Y CN200996181 Y CN 200996181Y CN 200720103112 CN200720103112 CN 200720103112 CN 200720103112 U CN200720103112 U CN 200720103112U CN 200996181 Y CN200996181 Y CN 200996181Y
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- Prior art keywords
- frame
- shear wall
- wall
- heat insulating
- insulating material
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- Expired - Fee Related
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- 239000002131 composite material Substances 0.000 title claims abstract description 26
- 239000004567 concrete Substances 0.000 title claims abstract description 22
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 6
- 239000010959 steel Substances 0.000 claims abstract description 6
- 229910052799 carbon Inorganic materials 0.000 claims abstract description 3
- 238000003466 welding Methods 0.000 claims abstract 2
- 239000004744 fabric Substances 0.000 claims description 10
- 239000011810 insulating material Substances 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims description 4
- 229920006389 polyphenyl polymer Polymers 0.000 claims description 3
- 239000004568 cement Substances 0.000 claims description 2
- 239000010451 perlite Substances 0.000 claims description 2
- 235000019362 perlite Nutrition 0.000 claims description 2
- 239000010455 vermiculite Substances 0.000 claims description 2
- 235000019354 vermiculite Nutrition 0.000 claims description 2
- 229910052902 vermiculite Inorganic materials 0.000 claims description 2
- 239000012212 insulator Substances 0.000 abstract 4
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 abstract 1
- 238000004134 energy conservation Methods 0.000 description 6
- 238000009413 insulation Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 4
- UHOVQNZJYSORNB-UHFFFAOYSA-N Benzene Chemical compound C1=CC=CC=C1 UHOVQNZJYSORNB-UHFFFAOYSA-N 0.000 description 3
- 239000011449 brick Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 3
- 230000007123 defense Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 229920006327 polystyrene foam Polymers 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000004574 high-performance concrete Substances 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
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Abstract
Two control hidden frame concrete composite shear wall comprises frame columns (1) arranged on both ends of the coupling-wall column and a hidden frame consisting of frame girders (7) arranged on the top end and bottom end of the coupling-wall column. The shear wall is characterized in that the shear wall comprises heat insulator (5) and thin wall boards (8); the heat insulator (5) is arranged inside the hidden frame consisting of the frame columns (1) and the frame girders (7); thin wall boards (8) that are three through five centimeters thick are arranged on both external surfaces of the heat insulator (5); wire meshes (4) formed by low carbon drawn wire by means of welding are provided in inner side of the thin wall boards (8); steel tie (6) is tied in the wire meshes; the heat insulator (5) is filled between two wire meshes (4).
Description
Technical field
The utility model is the anti-dark frame concrete composite shear walls of tape of a kind of twice, belongs to a kind of concrete composite shear wall.
Background technology
Along with the develop rapidly of Chinese national economy and improving constantly of living standards of the people, China sharply increases the demand of dwelling house.Simultaneously, along with people's environmental protection, energy conservation consciousness strengthen gradually and national wall changes the enforcement of policy, traditional loam brick will be replaced by novel wall material, and stride forward to energy-conservation 50% target.Concrete hollow block replaces the main material that sintered clay brick becomes masonry structure, this masonry structure has refractoriness and durability preferably, good acoustical and thermal and heat-insulating property, but block strength is low, sectional dimension is big, the dwelling house usable floor area is less relatively, and quality problems such as " ooze, leak, split " occur easily.Simultaneously, the connection between the concrete hollow block mainly is the adhesion stress of mortar between the building block, this kind building structure aseismatic poor-performing.
Some new multifunctional wall bodies constantly occur, for example the composite shear wall body of concrete surface feed collet core (polystyrene foam sandwich composite wall body, rock wool sandwich composite wall body etc.).Use light composite heat insulating wall to replace building-block and concreting body of wall, strengthened energy-saving design, so good, the energy conservation of the thermal insulation sound insulation value of body of wall meets national building energy conservation policy trend; Body of wall from heavy and light, can be applicable to light-duty dwelling house system; Light composite heat insulating wall is because wall thickness is little, so can increase the usable floor area in house, with regard to its structure speech itself, its stress performance, deformability all are better than traditional brick and mix dwelling house; From the construction angle, light composite heat insulating wall both can be on-the-spot cast-in-place, can be prefabricated in the factory again.But the bearing capacity of composite shear wall body and energy dissipation ability are relatively low.
Therefore, the development trend of Future in China dwelling house is reinforced concrete shear wall multilayer and little high residential building system, and this system is the board-like reinforced concrete structure of no beam, can make architectural composition relatively more perfect, enlarges the building usable floor area, reduces construction costs.But traditional reinforced concrete shear wall wallboard is generally by concreting, and this shear wall far can not satisfy energy conservation and environment protection aspect the building energy conservations such as thermal insulation; And traditional shear wall often all is the first line of defence of shear wall integral body as antidetonation, make building can realize the design object of " no collapsing with strong earthquake, middle shake can be repaiied; little shake is not bad ", just require building structure and member not only higher capacity and ductility will be arranged, also to have the multiple tracks anti-vibration defense lines, make it have good energy dissipation ability, this shear wall that just requires dwelling house should be the composite shear wall body that heat-insulating property is better and have better anti-seismic performance.
The utility model content
Technical problem to be solved in the utility model is obviously to improve heat insulating ability, bearing capacity and the energy dissipation ability of steel concrete composite shear wall.In order to address this problem, the utility model proposes a kind of double-controlling type hiding frame concrete composite shear wall.
The technical solution adopted in the utility model is: double-controlling type hiding frame concrete composite shear wall, this shear wall is made of frame, heat insulating material 5 and thin wallboard 8.Heat insulating material 5 is arranged in the dark side frame of frame columns 1 and frame beam 7 compositions, and two external surfaces of heat insulating material 5 are provided with thin wallboard 8 (thickness 3～5cm).Frame is made up of frame columns 1 and frame beam 7; Weld the steel fabric sheet 4 that forms by the low-carbon (LC) cold drawn steel wire in thin wallboard 8 inboard configurations, between gauze wire cloth, socket with socketing reinforcing bar 6, fill insulant material 5 (polystyrene foam plate, cement vermiculite, extruded sheet or perlite etc.) in the middle of two gauze wire cloths 4, at wall limb two ends frame columns 1 is set, in wall limb upper and lower end parts frame beam 7 is set, forms thin wallboard 8 at steel mesh reinforcement both sides concreting at last.Be thin wallboard thereby form both sides, middle combined wall for insulation central layer, frame.What build in the frame of this composite shear wall is high performance concrete, and thin wallboard adopts ordinary concrete to build.
The characteristics of double-controlling type hiding frame concrete composite shear wall are that wall quality is light, heat-insulation and heat-preservation, sound insulation value is good, bearing capacity is high, anti-seismic performance is good.Hide frame and gauze wire cloth polyphenyl plate in the double-controlling type hiding frame concrete composite shear wall, when earthquake is arrived, thin wallboard 8 at first destroys, after thin wallboard 8 destroyed, total had just become the resistance to overturning that a frame construction is keeping structure, along with the enhancing of geological process, the framework that is formed by frame columns 1 and frame beam 7 just destroys, promptly under geological process, this new concrete composite shear wall has the twice anti-vibration defense lines, destroys successively respectively.
Double-controlling type hiding frame concrete composite shear wall of the present utility model is applicable to that shear wall is the structural system of the first line of defence, when thin wallboard 8 after destroying under the geological process, the framework that the frame beam column forms keeps the resistance to overturning of structure, and the thin wallboard 8 in shake back can be repaired.
Description of drawings
Fig. 1 is the structural representation of the utility model double-controlling type hiding frame concrete composite shear wall;
Fig. 2 is an A-A section enlarged diagram among Fig. 1;
Among the figure, the 1-frame columns, the 2-frame is indulged muscle, 3-frame stirrup, the 4-gauze wire cloth, the 5-heat insulating material, 6-sockets reinforcing bar, 7-frame beam, 8-approaches wallboard.
The specific embodiment
2 couples of the utility model embodiment are described in further detail below in conjunction with accompanying drawing 1～accompanying drawing:
The schematic diagram of an element of construction of double-controlling type hiding frame concrete composite shear wall as shown in Figure 1 and Figure 2, it is to be made of reinforced concrete frame and shear wall slab; Shear wall slab is combined by gauze wire cloth 4, polyphenyl plate class heat insulating material 5 and thin wallboard 8; The arrangement of reinforcement of its frame columns 1 is, rectangle hoop 3 in reinforcing bar 2 even colligations longitudinally, and stirrup is along whole frame columns colligation; Build the frame concrete; With getting 5 fillings of benzene plate, gauze wire cloth 4 is put on both sides again in the middle of the shear wall, and the reinforcing bar 6 that sockets that is not more than 600mm with spacing between the gauze wire cloth 4 sockets; Form thin plate shear wall 8 at gauze wire cloth 4 peripheral concretings at last, thereby form double-controlling type hiding frame concrete composite shear wall.
Claims (2)
1, double-controlling type hiding frame concrete composite shear wall is included in the frame columns (1) of wall limb two ends setting and the dark side frame of forming at the frame beam (7) that wall limb upper and lower end parts is provided with, and it is characterized in that: also comprise heat insulating material (5) and thin wallboard (8); Heat insulating material (5) is arranged in the dark side frame of frame columns (1) and frame beam (7) composition, and two external surfaces of heat insulating material (5) are provided with the thin wallboard (8) that thickness is 3～5cm; Wherein,, socket with socketing reinforcing bar (6) between gauze wire cloth by the gauze wire cloth (4) that the welding of low-carbon (LC) cold drawn steel wire forms in the inboard configuration of thin wallboard (8), heat insulating material (5) is filled in the middle of two gauze wire cloths (4).
2, according to the described double-controlling type hiding frame concrete composite shear wall of claim 1, it is characterized in that: described heat insulating material (5) is a kind of in polyphenyl plate or cement vermiculite or extruded sheet or the perlite.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200720103112 CN200996181Y (en) | 2007-01-05 | 2007-01-05 | Double-controlled composite shear wall of blind frame concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200720103112 CN200996181Y (en) | 2007-01-05 | 2007-01-05 | Double-controlled composite shear wall of blind frame concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200996181Y true CN200996181Y (en) | 2007-12-26 |
Family
ID=38994610
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200720103112 Expired - Fee Related CN200996181Y (en) | 2007-01-05 | 2007-01-05 | Double-controlled composite shear wall of blind frame concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200996181Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030351A (en) * | 2022-05-05 | 2022-09-09 | 北京工业大学 | Prefabricated ceramsite and foam concrete composite wall |
| CN115226652A (en) * | 2022-06-06 | 2022-10-25 | 扬州大学 | Light house for poultry breeding and construction method thereof |
-
2007
- 2007-01-05 CN CN 200720103112 patent/CN200996181Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030351A (en) * | 2022-05-05 | 2022-09-09 | 北京工业大学 | Prefabricated ceramsite and foam concrete composite wall |
| CN115226652A (en) * | 2022-06-06 | 2022-10-25 | 扬州大学 | Light house for poultry breeding and construction method thereof |
| CN115226652B (en) * | 2022-06-06 | 2023-08-22 | 扬州大学 | Light house for poultry cultivation and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20071226 Termination date: 20110105 |