CN202073331U - High-rise residential mixed structure made of concrete dense column/gypsum compounded wallboard - Google Patents
High-rise residential mixed structure made of concrete dense column/gypsum compounded wallboard Download PDFInfo
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- CN202073331U CN202073331U CN2011201008322U CN201120100832U CN202073331U CN 202073331 U CN202073331 U CN 202073331U CN 2011201008322 U CN2011201008322 U CN 2011201008322U CN 201120100832 U CN201120100832 U CN 201120100832U CN 202073331 U CN202073331 U CN 202073331U
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Abstract
The utility model relates to a high-rise residential mixed structure made of concrete dense column/gypsum compounded wallboard. Ribs are arranged in the cavities of a concrete dense column/gypsum compounded inner wallboard and a concrete dense column/gypsum compounded outer wallboard in the vertical direction and the horizontal direction, concrete in the cavities, a reinforced concrete cylindrical traffic core, a concrete floor and built-in concrete surrounding beams are simultaneously cast and fixed to commonly bear high-rise residential load stress; the gypsum walls of the concrete dense column/gypsum compounded inner wallboard and the concrete dense column/gypsum compounded outer wallboard and reinforced concrete dense columns in the wallboard cavities all bear structural stress; and the cavities of the concrete dense columns of the wallboards are communicated vertically and vertical steel bars in the cavities penetrate through each floor or the built-in concrete surrounding beams. The utility model has the advantages that the high-rise residential mixed structure is energy-saving, low-consumption, environmentally friendly, economical and practical, factory production and integrated installation can be achieved, the overall bearing performance of buildings can be improved due to synchronous concrete casting as a whole, the gypsum walls and the concrete dense columns all bear the structural stress, the safety can be guaranteed, no functional waste can be caused, and the overall level of modernization of the housing industry can be improved.
Description
Technical field
The utility model relates to a kind of little high residential building structure, and the close pillar cream of particularly a kind of concrete combined wall board disposes little high residential building combination construction.
Background technology
At present, in the existing little high residential building structure, main concrete frame structure, concrete manomelia structure, the concrete shear wall structure used, exist following deficiency in actual applications: traditional construction material from great, energy consumption is high, function singleness, for reaching the functional requirement standard, the handwork body of wall that superposes repeatedly at the scene; Heat insulating material is asynchronous with the main building life-span, needs to change repeatedly, and the cost height, inflammable dangerous, construction process falls behind.
Summary of the invention
The utility model provides the close pillar cream of the prefabricated multi-functional concrete combined wall board of a kind of seriation, standardization, batch production production, integrated application to dispose little high residential building combination construction for solving the technical problem that exists in the known technology.
The technical scheme that the utility model is taked for the technical problem that exists in the solution known technology is: it comprises side fascia, inner wall panel, floor, it is characterized in that: this combination construction comprises the close post of steel bar concrete, reinforced concrete tubular traffic nuclear, concrete building plate, the built-in Zhou Bianliang of concrete in the body of wall, wallboard chamber of the compound inside and outside wallboard of the close pillar cream of concrete, forms the little high residential building load stress of a kind of combination construction; The concrete of the compound inside and outside wallboard of the close pillar cream of vertical, horizontal concrete is reserved in the chamber and is fixed with reinforced frame in this combination construction, and concrete and reinforced concrete tubular traffic nuclear, concrete building plate, the built-in Zhou Bianliang of concrete cast synchronously is fixing in the chamber; The close post of steel bar concrete is all participated in structural stress calculating in the gypsum wall of the compound inside and outside wallboard of the close pillar cream of concrete and the plate chamber; The close post of each layer wallboard concrete chamber vertically connects, in the chamber vertical muscle put on, lower floor's floor or the built-in Zhou Bianliang of concrete, and fixedly connected with it;
Little high residential building combination construction node can be divided into following several syndeton:
When the close pillar cream of concrete compound external wall panel was connected to form the L shaped node in yin, yang angle, inboard chamber, wallboard junction was communicated with, and establishes reinforced concrete pile, and the reinforcing bar at node place adopts vertical muscle to cooperate horizontal bar or stirrup;
2.. the junction joint structure of concrete close pillar cream compound external wall panel and the close pillar cream of concrete composite inner wall plate:
Concrete close pillar cream compound external wall panel and the close pillar cream of concrete composite inner wall plate be connected to form T-section point the time, side fascia inboard chamber in wallboard junction is communicated with the inner wall panel intermediate cavity, establishes reinforced concrete pile in the chamber; The reinforcing bar at node place adopts vertical muscle to cooperate horizontal bar or stirrup;
3.. the junction joint structure of the close pillar cream of concrete composite inner wall plate:
That the close pillar cream of concrete composite inner wall plate is connected to form is L shaped, when T shape, ten shape nodes, gypsum composite inner wall plate junction intermediate cavity is communicated with, and forms reinforced concrete pile in the chamber; The reinforcing bar at node place adopts vertical muscle to cooperate horizontal bar or stirrup;
Compound inside and outside wallboard of the close pillar cream of concrete and concrete wall be connected to form ├ shape, T shape, a shape node time, the compound inside and outside wallboard of gypsum is established reinforced concrete pile, and is integrated poured fixing with the concrete wall; The reinforcing bar at node place adopts vertical muscle to cooperate horizontal bar;
It is vertically corresponding that the concrete chamber is reserved in the inboard of the close pillar cream of concrete compound external wall panel, and reinforcing bar is worn concrete building plate and the built-in Zhou Bianliang of concrete, and fixedly connected with it; Close post of steel bar concrete and concrete building plate, the built-in Zhou Bianliang of concrete are integrated poured fixing, form vertically to connect close post; Have gypsum putty between the side fascia.
The utility model can also adopt following technical measures:
Described reinforced concrete tubular traffic nuclear is to be unit with the housing unit, with centralized arrangement between elevator shaft, staircase, piping shaft, part washroom and storing;
Described concrete close pillar cream compound external wall panel and inner wall panel understrressing occurs as indivedual positions, house when carrying out stress calculation, substitute the close pillar cream of part concrete side fascia at these indivedual positions with concrete hetermorphiscal column or concrete manomelia;
The close pillar cream of described concrete combined wall board disposes in the little high residential building combination construction system, and building is established the built-in Zhou Bianliang of concrete, strengthens the integrated stress performance of building.
Advantage and the good effect that the utlity model has are: the little high residential building of this combination construction, to a line, the two wires, the housing industrialization in three-way city has very big facilitation, with a kind of batch production production, the multifunctional wall body portion product of integrated application, agent structure with housing construction, body of wall is gone along with sb. to guard him, building the function of decorating several aspects of plastering all focuses in portion's product, house wall uses gypsum wallboard in a large number, make full use of the power plant desulfurization gypsum, developed recycling economy, the close pillar cream of concrete combined wall board adopts batch production prefabricated, collection is gone along with sb. to guard him, load-bearing, sound insulation, insulation, antidetonation, fire prevention waits the body of wall function in one, energy-conservation, low consumption, environmental protection, economical and practical, save artificial, material, reduce on-the-spot handwork and wet trade, insulation layer and main building life-span are synchronous, the stress calculation that the close post of gypsum wall and concrete is participated in major structure of construction jointly, both guaranteed structural safety, body of wall does not have idle function again, reinforced concrete cartridge type traffic nuclear, the built-in Zhou Bianliang of concrete, the close pillar cream of floor and concrete combined wall board is integrated poured fixing, improved the stress performance of housing construction integral body, reinforced traffic nuclear has improved the escape coefficient when earthquake calamity takes place.Change the heat preservation method that pastes polyphenyl plate after the housing construction, improved the housing construction fire-protection rating.
Description of drawings
Fig. 1 is that the close pillar cream of concrete compound external wall panel stirrup connects the L shaped node structure schematic diagram of external corner;
Fig. 2 is that the close pillar cream of concrete compound external wall panel horizontal bar connects the L shaped node structure schematic diagram of external corner;
Fig. 3 is that the close pillar cream of concrete compound external wall panel stirrup connects the L shaped node structure schematic diagram of inner corner trim;
Fig. 4 is that the close pillar cream of concrete compound external wall panel horizontal bar connects the L shaped node structure schematic diagram of inner corner trim;
Fig. 5 is that the compound inside and outside wallboard stirrup of the close pillar cream of concrete connects T-section dot structure schematic diagram;
Fig. 6 is that the compound inner, external wall plate level of the close pillar cream of concrete muscle connects T-section dot structure schematic diagram;
Fig. 7 is that the close pillar cream of concrete composite inner wall plate stirrup connects T-section dot structure schematic diagram;
Fig. 8 is that the close pillar cream of concrete composite inner wall plate level muscle connects T-section dot structure schematic diagram;
Fig. 9 is that the close pillar cream of concrete composite inner wall plate stirrup connects L shaped node structure schematic diagram;
Figure 10 is that the close pillar cream of concrete composite inner wall plate level muscle connects L shaped node structure schematic diagram;
Figure 11 is that the close pillar cream of concrete composite inner wall plate stirrup connects ten shape node structure schematic diagrames;
Figure 12 is that the close pillar cream of concrete composite inner wall plate level muscle connects ten shape node structure schematic diagrames;
Figure 13 is that the close pillar cream of concrete composite inner wall plate is connected T-section dot structure schematic diagram with concrete wall horizontal bar;
Figure 14 is that the close pillar cream of concrete composite inner wall plate is connected ├ shape node structure schematic diagram with concrete wall horizontal bar;
Figure 15 is that the close pillar cream of concrete composite inner wall plate is connected a shape node structure schematic diagram with concrete wall horizontal bar;
Figure 16 is that the close pillar cream of concrete compound external wall panel is connected T-section dot structure schematic diagram with concrete wall horizontal bar;
Figure 17 is the vertical connected node structural representation of the close pillar cream of concrete compound external wall panel;
Figure 18 is reinforced concrete cartridge type traffic nuclear structure schematic diagram.
Among Fig. 1-Figure 18: 1. side fascia, 2. inner wall panel, the 3. close post of steel bar concrete,
4. reinforced concrete tubular traffic nuclear, 5. concrete building plate, 6. all side bars, 7. vertical muscle, 8. horizontal bar,
9. stirrup, 10. concrete wall, 11. gypsum putties, 12. elevator shafts, 13. staircases, 14. piping shafts, 15. washrooms are between 16. storings.
The specific embodiment
For further understanding summary of the invention of the present utility model, characteristics and effect, exemplify following examples now, and conjunction with figs. is described in detail as follows:
This combination construction comprises the close post 3 of steel bar concrete, reinforced concrete tubular traffic nuclear 4, concrete building plate 5, the built-in Zhou Bianliang 6 of concrete in the body of wall, wallboard chamber of the close pillar cream of concrete composite inner wall plate 2, side fascia 1, the little high residential building load stress of the combination construction of formation; The close pillar cream of vertical, horizontal concrete composite inner wall plate 2 and side fascia 1 concrete are reserved in the chamber and are fixed with reinforcing bar in this combination construction, through riser, align, fix after, concrete and reinforced concrete tubular traffic nuclear 4, concrete building plate 5, the built-in Zhou Bianliang 6 of concrete cast are synchronously fixed in the chamber, and the built-in Zhou Bianliang 6 of concrete strengthens the globality of building; The close post 3 of steel bar concrete is all participated in structural stress calculating in the gypsum wall of the close pillar cream of concrete composite inner wall plate 2, side fascia 1 and the plate chamber; Reinforced concrete tubular traffic nuclear 4 as shown in figure 18 is to be unit with the housing unit, with 16 centralized arrangement between elevator shaft 12, staircase 13, piping shaft 14, part washroom 15 and storing, strengthens the building integral stress intensity; The close post of each layer wallboard concrete chamber vertically connects, in the chamber vertical muscle 7 put on, lower floor's concrete building plate 5 or the built-in Zhou Bianliang 6 of concrete, vertical muscle 7 is connected with concrete building plate 5 or the built-in Zhou Bianliang 6 of concrete, the close post of vertical perforation concrete of formation structure; When the close pillar cream of concrete composite inner wall plate 2 and side fascia 1 carry out stress calculation, understrressing occurs as indivedual positions, house, available concrete hetermorphiscal column or concrete manomelia substitute the close pillar cream of part concrete compound external wall panel, strengthen in order to carry out the part;
Little high residential building combination construction hierarchy node can be divided into following several syndeton:
As Fig. 1-shown in Figure 4: when the close pillar cream of concrete compound external wall panel 1 was connected to form the L shaped node in yin, yang angle, inboard chamber, side fascia 1 junction was communicated with, and establishes the close post 3 of steel bar concrete, and the reinforcing bar at node place adopts vertical muscle 7 to cooperate horizontal bar 8 or stirrups 9;
2.. the junction joint structure of concrete close pillar cream compound external wall panel and the close pillar cream of concrete composite inner wall plate:
As Fig. 5, shown in Figure 6: the close pillar cream of concrete compound external wall panel 1 and the close pillar cream of concrete composite inner wall plate 2 be connected to form T-section point the time, side fascia 1 inboard chamber in wallboard junction is communicated with inner wall panel 2 intermediate cavity, establishes the close post 3 of steel bar concrete in the chamber; The reinforcing bar at node place adopts vertical muscle 7 to cooperate horizontal bar 8 or stirrup 9;
3.. the junction joint structure of the close pillar cream of concrete composite inner wall plate:
As Fig. 7-shown in Figure 12: when the close pillar cream of concrete composite inner wall plate was connected to form ten shapes, L shaped, T shape node, gypsum composite inner wall plate 2 junction intermediate cavity were communicated with, and form the close post 3 of steel bar concrete in the chamber; The reinforcing bar at node place adopts vertical muscle 7 to cooperate horizontal bar 8 or stirrup 9;
As Figure 13-shown in Figure 16: the close pillar cream of concrete composite inner wall plate 2, side fascia 1 and concrete wall 10 be connected to form T shape, a shape, ├ shape node the time, gypsum composite inner wall plate 2 and side fascia 1 are established the close post 3 of steel bar concrete, and be integrated poured with concrete wall 10; The reinforcing bar at node place adopts vertical muscle 7 to cooperate horizontal bar 8;
As shown in figure 17: it is vertically corresponding that the concrete chamber is reserved in the inboard of the close pillar cream of concrete compound external wall panel 1, and reinforcing bar is worn concrete building plate 5 and the built-in Zhou Bianliang 6 of concrete, and reinforcing bar is connected with concrete building plate 5 or the built-in Zhou Bianliang 6 of concrete; The built-in Zhou Bianliang of the close post of steel bar concrete 3 and concrete building plate 5, concrete 6 is integrated poured, forms structural system and vertically connects close post; Have gypsum putty 11 between the side fascia 1.
Its advantage is: the little high residential building of this combination construction, to a line, the two wires, the housing industrialization in three-way city has very big facilitation, with a kind of batch production production, the multifunctional wall body portion product of integrated application, agent structure with housing construction, body of wall is gone along with sb. to guard him, building the function of decorating several aspects of plastering all focuses in portion's product, house wall uses gypsum wallboard in a large number, make full use of the power plant desulfurization gypsum, developed recycling economy, the close pillar cream of concrete combined wall board adopts batch production prefabricated, collection is gone along with sb. to guard him, load-bearing, sound insulation, insulation, antidetonation, fire prevention waits the body of wall function in one, energy-conservation, low consumption, environmental protection, economical and practical, save artificial, material, reduce on-the-spot handwork and wet trade, insulation layer and main building life-span are synchronous, the stress calculation that the close post of gypsum wall and concrete is participated in major structure of construction jointly, both guaranteed structural safety, body of wall does not have idle function again, reinforced concrete cartridge type traffic nuclear, the built-in Zhou Bianliang of concrete, the close pillar cream of floor and concrete combined wall board is integrated poured, improved the stress performance of housing construction integral body, reinforced traffic nuclear has improved the escape coefficient when earthquake calamity takes place.Change the heat preservation method that pastes polyphenyl plate after the housing construction, improved the housing construction fire-protection rating.
Above-described embodiment is described preferred implementation of the present utility model; be not that scope of the present utility model is limited; under the prerequisite that does not break away from the utility model design spirit; various distortion and improvement that those of ordinary skills make the technical solution of the utility model all should fall in the definite protection domain of the utility model claims.
Claims (3)
1. the close pillar cream of a concrete combined wall board disposes little high residential building combination construction, it comprises side fascia, inner wall panel, floor, it is characterized in that: this combination construction includes the body of wall of the close pillar cream of concrete compound external wall panel (1) and inner wall panel (2) respectively according to different node structures, the close post of steel bar concrete (3) in the wallboard chamber, reinforced concrete tubular traffic nuclear (4), concrete building plate (5) and the built-in Zhou Bianliang of concrete (6), the concrete of the close pillar cream of vertical and horizontal concrete compound external wall panel (1) and inner wall panel (2) is reserved in the chamber and is fixed with reinforcing bar in this combination construction, with reinforced concrete tubular traffic nuclear (4), concrete building plate (5) and the built-in Zhou Bianliang of concrete (6) cast synchronously are fixing; The close post of each layer wallboard concrete chamber vertically connects, in the chamber vertical muscle (7) put on, lower floor's concrete building plate (5) or the built-in Zhou Bianliang of concrete (6), vertical muscle (7) is fixedlyed connected with concrete building plate (5) or the built-in Zhou Bianliang of concrete (6), forms vertically to connect the close post of steel bar concrete (3) in this structure; The close pillar cream of described concrete composite inner wall plate (2) and side fascia (1) should carry out stress calculation;
Little high residential building combination construction node can be divided into following several syndeton:
When the close pillar cream of concrete compound external wall panel (1) was connected to form the L shaped node in yin, yang angle, inboard chamber, side fascia (1) junction was communicated with, and establishes the close post of steel bar concrete (3), and the reinforcing bar at node place adopts vertical muscle (7) to cooperate horizontal reinforcement (8) or stirrup (9);
2.. the close pillar cream of concrete compound external wall panel (1) is constructed with the connected node of the close pillar cream of concrete composite inner wall plate (2):
The close pillar cream of concrete compound external wall panel (1) and the close pillar cream of concrete composite inner wall plate (2) be connected to form T-section point the time, the inboard chamber of wallboard junction side fascia (1) is communicated with inner wall panel (2) intermediate cavity, establishes the close post of steel bar concrete (3) in the chamber; The reinforcing bar at node place adopts vertical muscle (7) to cooperate horizontal bar (8) or stirrup (9);
3.. the connected node structure of the close pillar cream of concrete composite inner wall plate (2):
That the close pillar cream of concrete composite inner wall plate (2) is connected to form is L shaped, when T shape, ten shape nodes, gypsum composite inner wall plate (2) junction intermediate cavity is communicated with, and forms the close post of steel bar concrete (3) in the chamber; The reinforcing bar at node place adopts vertical muscle (7) to cooperate horizontal bar (8) or stirrup (9);
The close pillar cream of concrete composite inner wall plate (2), side fascia (1) and concrete wall 10 be connected to form ├ shape, T shape, a shape node time, gypsum composite inner wall plate (2), side fascia (1) are established the close post of steel bar concrete (3), and integrated poured fixing with concrete wall (10); The reinforcing bar at node place adopts vertical muscle (7) to cooperate horizontal bar (8);
It is vertically corresponding that the concrete chamber is reserved in the inboard of the close pillar cream of concrete compound external wall panel (1), and reinforcing bar is worn concrete building plate (5) and the built-in Zhou Bianliang of concrete (6), and is attached thereto; The close post of steel bar concrete (3) and concrete building plate (5), the built-in Zhou Bianliang of concrete (6) are integrated poured fixing, form in this structure and vertically connect the close post of steel bar concrete (3); Spread gypsum putty (11) between the described side fascia (1).
2. the close pillar cream of concrete according to claim 1 combined wall board disposes little high residential building combination construction, it is characterized in that: described reinforced concrete tubular traffic nuclear (4) is to be unit with the housing unit, with (16) centralized arrangement between elevator shaft (12), staircase (13), piping shaft (14), washroom (15) and storing.
3. the close pillar cream of concrete according to claim 1 combined wall board disposes little high residential building combination construction, it is characterized in that: the close pillar cream of described concrete compound external wall panel (1) and inner wall panel (2) are when carrying out stress calculation, understrressing occurs as indivedual positions, house, substitute the close pillar cream of part concrete compound external wall panel (1) with concrete hetermorphiscal column or concrete manomelia at these indivedual positions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201008322U CN202073331U (en) | 2011-04-08 | 2011-04-08 | High-rise residential mixed structure made of concrete dense column/gypsum compounded wallboard |
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| Application Number | Priority Date | Filing Date | Title |
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| CN2011201008322U CN202073331U (en) | 2011-04-08 | 2011-04-08 | High-rise residential mixed structure made of concrete dense column/gypsum compounded wallboard |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2011201008322U Expired - Lifetime CN202073331U (en) | 2011-04-08 | 2011-04-08 | High-rise residential mixed structure made of concrete dense column/gypsum compounded wallboard |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102182328A (en) * | 2011-04-08 | 2011-09-14 | 天津开发区福林发展有限公司 | Concrete dense column gypsum composite wallboard deployed small high-rise residential hybrid structure system |
| CN103883022A (en) * | 2014-03-20 | 2014-06-25 | 中国建筑第二工程局有限公司 | Building envelope inner and outer wall anti-seismic and sound insulation anti-cracking integrated structure and construction method thereof |
-
2011
- 2011-04-08 CN CN2011201008322U patent/CN202073331U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102182328A (en) * | 2011-04-08 | 2011-09-14 | 天津开发区福林发展有限公司 | Concrete dense column gypsum composite wallboard deployed small high-rise residential hybrid structure system |
| CN103883022A (en) * | 2014-03-20 | 2014-06-25 | 中国建筑第二工程局有限公司 | Building envelope inner and outer wall anti-seismic and sound insulation anti-cracking integrated structure and construction method thereof |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20111214 Effective date of abandoning: 20121003 |