CN102182327B - Middle-and-high-storey mixed structure system constructed by concrete dense pillar and gypsum composite wallboards and concrete short legs - Google Patents
Middle-and-high-storey mixed structure system constructed by concrete dense pillar and gypsum composite wallboards and concrete short legs Download PDFInfo
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- CN102182327B CN102182327B CN201110094855A CN201110094855A CN102182327B CN 102182327 B CN102182327 B CN 102182327B CN 201110094855 A CN201110094855 A CN 201110094855A CN 201110094855 A CN201110094855 A CN 201110094855A CN 102182327 B CN102182327 B CN 102182327B
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Abstract
The invention relates to a middle-and-high-storey mixed structure system constructed by concrete dense pillar and gypsum composite wallboards and concrete short legs, wherein the concrete dense pillar and gypsum composite wallboards are installed on site, and intracavity concrete is synchronously poured with concrete cylindrical communication cores, concrete floor slabs, concrete short legs and concrete built-in peripheral girders so as to form the middle-and-high-storey load stress system of a mixed structure; both gypsum walls and the concrete dense pillars of a board intracavity steel bars join structural stress calculation, and the joints of an internal wall and an external wall board are connected by the concrete short legs; and a concrete dense pillar cavity vertically corresponds, and an intracavity longitudinal tendon penetrates through an upper and lower storey concrete floor slabs and the concrete built-in peripheral girders. The invention has the advantages of energy saving, low energy consumption, environmental friendliness, economy, practicality, industrial production and integrated installation; the integral stress performance of a building is enhanced by the form of the integral poured mixed structure, and the gypsum walls and the concrete dense pillars together join the structural stress calculation; and safety is ensured, and no function is wasted so as to enhance the integral modernization level of a housing industry.
Description
Technical field
The present invention relates to a kind of construction semi-high-rise housing structure, particularly a kind of concrete close pillar cream combined wall board and concrete manomelia dispose combination construction system on the middle and senior level.
Background technology
At present; In the existing semi-high-rise housing structural system; Housing construction mainly comprises basis, concrete manomelia, concrete shear wall, post, beam, floor, elevator tube, staircase, infilled wall; After do insulation layer, decorating inner and external walls is plastered, and adopts cast-in-situ concrete shear wall structure system, concrete manomelia structural system, exterior wall must be done insulation in addition with polyphenyl plate or extruded sheet and handle; The semi-high-rise housing building that this structural system is built exists following deficiency in practical application: traditional construction material from great, energy consumption is high, function singleness, for reaching energy conservation standard and decorating requirement, 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 cost is high, and is inflammable dangerous, and building is plastered big with the wet trade amount; Building uses that energy consumption is high, resource consumption greatly, not environmental protection and construction process fall behind.
Summary of the invention
The present invention provides the have prefabricated multi-functional concrete close pillar cream combined wall board and the concrete manomelia of reserving the concrete chamber of a kind of seriation, standardization, batch production production, integrated installation to dispose combination construction system on the middle and senior level for solving the technical problem that exists in the known technology.
The technical scheme that the present invention takes for the technical problem that exists in the solution known technology is: it comprises inside and outside wall board, beam and floor; It is characterized in that: described combination construction system comprises the close post of steel bar concrete, concrete manomelia, concrete tubular traffic nuclear, concrete beam, concrete building plate, the built-in Zhou Bianliang of concrete in the body of wall, wallboard chamber of the close pillar cream of concrete compound external wall panel, inner wall panel, and described side fascia is connected with the concrete manomelia with interior wall; Concrete manomelia upper and lower end is connected with Zhou Bianliang or concrete building plate; Adopt concrete manomelia and the close pillar cream of concrete composite inner wall plate to be configured to interior wall; The close post of each layer wallboard concrete chamber is vertically corresponding;
The node that concrete close pillar cream combined wall board and concrete manomelia dispose combination construction system on the middle and senior level can be divided into following several kinds of syndetons:
1.. concrete close pillar cream compound external wall panel and concrete manomelia syndeton:
According to side fascia and concrete manomelia contact area size; Sanction is removed the concrete chamber gypsum wall and the chamber rib of concrete close pillar cream compound external wall panel and concrete manomelia junction; Dispose vertical muscle, stirrup and horizontal bar in the chamber respectively; Through cast-in-site, the close pillar cream of concrete compound external wall panel, inner wall panel, concrete building plate and built-in Zhou Bianliang are connected into integral body;
2.. the building endpoint corners is strengthened the position syndeton:
Corner is strengthened the position and is established the concrete manomelia, establishes horizontal bar in the concrete manomelia, and with the close pillar cream of concrete integrated poured connection of compound external wall panel; Gypsum composite exterior wall heat-insulation plate for external is established in the concrete manomelia outside, fixing polyphenyl plate between the inboard of the concrete manomelia outside and gypsum composite exterior wall heat-insulation plate for external;
3.. the syndeton of the close pillar cream of concrete manomelia and concrete composite inner wall plate:
The vertical muscle at connected node place is connected with horizontal bar, and horizontal bar stretches in the concrete chamber of the inner wall panel that links to each other, and the concrete in the close pillar cream of concrete manomelia and the concrete composite inner wall plate concrete chamber is integrated poured;
4.. the close pillar cream of concrete composite inner wall plate upper and lower side syndeton:
The close post of the concrete of each layer inner wall panel chamber is vertical each other corresponding, and vertical muscle passes upper and lower layer concrete building plate or concrete beam in the chamber, and vertical muscle is connected with concrete building plate or concrete beam; The close post of steel bar concrete is fixedly connected with concrete building plate is integrated poured in the wallboard chamber.
The present invention can also adopt following technical scheme:
Described combination construction system is unit with the housing unit, and its concrete tubular traffic nuclear is by centralized arrangement between elevator shaft, staircase, piping shaft, part washroom and storing;
The gypsum plate body of the close pillar cream of described concrete composite inner wall plate, side fascia or the local close pillar cream of the concrete compound external wall panel that substitutes of employing concrete manomelia;
Building is established the built-in Zhou Bianliang of concrete for every layer in the described combination construction system.
Advantage and good effect that the present invention has are: develop the semi-high-rise housing of this combination construction, a line Urban House industrialization is had facilitation, materials for wall uses desulfurated plaster in a large number; Practice thrift first resource, the close pillar cream of concrete composite wall template system is regular, integrate go along with sb. to guard him, body of wall functions such as load-bearing, sound insulation, insulation, antidetonation, fire prevention; Save most of interior external wall plastering, practiced thrift manual work, material, the on-the-spot handwork of minimizing and wet trade, overcome the shortcoming of pasting heat insulating material behind traditional body of wall; It is asynchronous with the main building life-span thoroughly to have solved insulation layer, need change the contradiction of insulation layer repeatedly, 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, has practiced thrift material; Strengthened the dwelling house bulk strength; Use the combination construction semi-high-rise housing that the close pillar cream of concrete combined wall board is built, energy-conservation, low consumption, environmental protection, economical and practical, be fit to national conditions, help implementing dwelling house and build standardization, seriation, batch production production, integrated installation application; Help dwelling house and build the industrialization of mode; Reinforced concrete cartridge type traffic nuclear, built-in concrete Zhou Bianliang, floor and the close pillar cream of concrete combined wall board are integrated poured, have improved the whole anti-seismic performance of housing construction, and reinforced traffic nuclear has improved the escape coefficient when earthquake calamity takes place; Change outer technology of pasting inflammable insulation layer, improved the dwelling house fire-protection rating.
Description of drawings
Fig. 1 is the close pillar cream of concrete composite inside and outside wall plate and concrete manomelia interior wall connecting portion flat cutting face sketch map;
Fig. 2 is the 1-1 generalized section of Fig. 1;
Fig. 3 is that the external wall endpoint corners is strengthened position flat cutting face sketch map;
Fig. 4 is that the close pillar cream of concrete composite inner wall plate is connected the T-section point with concrete manomelia interior wall;
Fig. 5 is that the close pillar cream of concrete composite inner wall plate is connected L shaped node with concrete manomelia interior wall;
Fig. 6 is the 2-2 generalized section of Fig. 4;
Fig. 7 is a concrete tubular traffic nuclear structure sketch map.
Among Fig. 1-Fig. 7: 1. side fascia, 2. inner wall panel, the 3. close post of steel bar concrete, 4. concrete manomelia, 5. concrete tubular traffic nuclear; 6. concrete beam, 7. concrete building plate, the 8. built-in Zhou Bianliang of concrete, 9. vertical muscle, 10. stirrup; 11. horizontal bar, 12. heat-insulation plate for external, 13. polyphenyl plate, 14. elevator shafts; 15. staircase, 16. piping shafts, 17. washrooms are between 18. storings.
The specific embodiment
For further understanding summary of the invention of the present invention, characteristics and effect, the following examples of giving an example now, and conjunction with figs. specifies as follows:
Like Fig. 1-shown in Figure 7: described combination construction system comprises in the body of wall, wallboard chamber of the close pillar cream of concrete compound external wall panel 1, inner wall panel 2 the close post of steel bar concrete 3, concrete manomelia 4, concrete tubular traffic nuclear 5, concrete beam 6, concrete building plate 7, the built-in Zhou Bianliang 8 of concrete, and described side fascia 1 is connected with inner wall panel 2 usefulness concrete manomelias 4; Concrete and concrete manomelia 4 integrant steel bar concrete special-shape columns in the close pillar cream of the concrete compound external wall panel 1 concrete chamber; Concrete manomelia 4 upper and lower ends are connected with built-in Zhou Bianliang 8 of concrete or concrete building plate 7 respectively; By different levels stress demand, be configured to interior wall with concrete manomelia 4 and the close pillar cream of concrete composite inner wall plate 2; The close post of each layer wallboard concrete chamber is vertically corresponding, and vertical muscle 9 passes upper and lower layer concrete building plate 7, the built-in Zhou Bianliang 8 of concrete in the chamber; Described vertical muscle 9 is connected with concrete building plate 7 or the built-in Zhou Bianliang 8 of concrete; The close post 3 of steel bar concrete is all participated in structural stress calculating in the close pillar cream of described concrete composite inner wall plate 2, side fascia 1 and the plate chamber; When the close pillar cream of building endpoint corners place's concrete compound external wall panel 1 understrressing, with the concrete manomelia 4 local close pillar cream of the concrete compound external wall panels 1 that substitute; Described combination construction system layering, branch position stress calculation; Described combination construction system is unit with the housing unit, and its concrete tubular traffic nuclear 5 is by 18 centralized arrangement between elevator shaft 14, staircase 15, piping shaft 16, part washroom 17 and storing, to strengthen the building integral stress intensity; Building is established the built-in Zhou Bianliang 8 of concrete for every layer in the described combination construction system.
The node that concrete close pillar cream combined wall board and concrete manomelia dispose combination construction system on the middle and senior level can be divided into following several kinds of joint constructions:
1.. the close pillar cream of concrete compound external wall panel 1 and concrete manomelia 4 joint constructions:
Like Fig. 1, shown in Figure 2: according to side fascia 1 and concrete manomelia 4 contacts area size; Sanction is removed the concrete chamber gypsum wooden partition and the chamber rib of the close pillar cream of concrete compound external wall panel 1 and concrete manomelia 4 junctions; Dispose vertical muscle 9, stirrup 10 and horizontal bar 11 in the chamber respectively, with the integrant steel bar concrete special-shape column of concrete of concrete in the close pillar cream of the concrete compound external wall panel 1 concrete chamber and concrete manomelia 4; Through cast-in-site, the close pillar cream of concrete compound external wall panel 1, inner wall panel 2, concrete building plate 7 and the built-in Zhou Bianliang 8 of concrete are connected into integral body;
2.. the building endpoint corners is strengthened the position joint construction:
As shown in Figure 3: corner is strengthened the position and is established concrete manomelia 4, establishes horizontal bar 11 in the concrete manomelia 4, and with 1 integrated poured connection of the close pillar cream of concrete compound external wall panel; Gypsum composite exterior wall heat-insulation plate for external 12 is established in concrete manomelia 4 outsides; Fixing polyphenyl plate 13 between the inboard of concrete manomelia 4 outsides and gypsum composite exterior wall heat-insulation plate for external 12; Be used for preventing that heat bridge (or cold bridge) from working; Whole thermal transmittance because of heat bridge (or cold bridge) meeting raising exterior wall causes bigger conductive heat loss, and building and heating and energy consumption for cooling are increased;
3.. the syndeton of concrete manomelia 4 and the close pillar cream of concrete composite inner wall plate 2:
Like Fig. 4, shown in Figure 5: the vertical muscle 9 in connected node place is connected with horizontal bar 11, and horizontal bar 11 stretches in the concrete chamber of continuous inner wall panel 2, and the concrete in concrete manomelia 4 and the close pillar cream of the concrete composite inner wall plate 2 concrete chambeies is integrated poured;
4.. the close pillar cream of concrete composite inner wall plate 2 upper and lower side syndetons:
As shown in Figure 6: the close post of the concrete of each layer inner wall panel 2 chamber is vertical each other corresponding, and vertical muscle 9 passes upper and lower layer concrete building plate 7 or concrete beam 6 in the chamber, and vertical muscle 9 is connected with concrete building plate 7 or concrete beam 6; Close post 3 of steel bar concrete and concrete building plate 7 integrated poured fixed connections in the wallboard chamber.
Production, the installation process of the close pillar cream of described concrete compound external wall panel 1 and inner wall panel 2 are: process the sheet material that band is reserved the concrete chamber with high strength gypsum, waterproof agent, fiber muscle, light heat insulation material; Be cut into template; Be transported to the job site; Muscle is pricked in reservation concrete chamber to the close pillar cream of concrete compound external wall panel 1 and inner wall panel 2, and pours into a mould synchronously with the building body steel bar concrete.
Its advantage is: develop the semi-high-rise housing of this combination construction, a line Urban House industrialization is had facilitation, materials for wall uses desulfurated plaster in a large number; Practice thrift first resource, the close pillar cream of concrete composite wall template system is regular, integrate go along with sb. to guard him, body of wall functions such as load-bearing, sound insulation, insulation, antidetonation, fire prevention; Save most of interior external wall plastering, practiced thrift manual work, material, the on-the-spot handwork of minimizing and wet trade, overcome the shortcoming of pasting heat insulating material behind traditional body of wall; It is asynchronous with the main building life-span thoroughly to have solved insulation layer, need change the contradiction of insulation layer repeatedly, 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, has practiced thrift material; Strengthened the dwelling house bulk strength; Use the combination construction semi-high-rise housing that the close pillar cream of concrete combined wall board is built, energy-conservation, low consumption, environmental protection, economical and practical, be fit to national conditions, help implementing dwelling house and build standardization, seriation, batch production production, integrated installation application; Help dwelling house and build the industrialization of mode; Reinforced concrete cartridge type traffic nuclear, built-in concrete Zhou Bianliang, floor and the close pillar cream of concrete combined wall board are integrated poured, have improved the whole anti-seismic performance of housing construction, and reinforced traffic nuclear has improved the escape coefficient when earthquake calamity takes place; Change outer technology of pasting inflammable insulation layer, improved the dwelling house fire-protection rating.
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 (4)
1. concrete close pillar cream combined wall board and concrete manomelia dispose combination construction system on the middle and senior level; It comprises inside and outside wall board, beam and floor; It is characterized in that: described combination construction system comprises the close post of steel bar concrete (3), concrete manomelia (4), concrete tubular traffic nuclear (5), concrete beam (6), concrete building plate (7), the built-in Zhou Bianliang of concrete (8) in the body of wall, wallboard chamber of the close pillar cream of body of wall, the concrete composite inner wall plate (2) of the close pillar cream of concrete compound external wall panel (1), and the close pillar cream of described concrete compound external wall panel (1) is connected with concrete manomelia (4) with the close pillar cream of concrete composite inner wall plate (2); Concrete manomelia (4) upper and lower end is connected with built-in Zhou Bianliang of concrete (8) or concrete building plate (7); Adopt concrete manomelia (4) and the close pillar cream of concrete composite inner wall plate (2) to be configured to interior wall; The close post of each layer wallboard concrete chamber is vertically corresponding;
The node that concrete close pillar cream combined wall board and concrete manomelia dispose combination construction system on the middle and senior level is divided into following several kinds of syndetons:
1.. the close pillar cream of concrete compound external wall panel (1) and concrete manomelia (4) syndeton:
According to the close pillar cream of concrete compound external wall panel (1) and concrete manomelia (4) contact area size; Sanction is removed the concrete chamber gypsum wall and the chamber rib of the close pillar cream of concrete compound external wall panel (1) and concrete manomelia (4) junction; Dispose vertical muscle (9), stirrup (10) and horizontal bar (11) in the chamber respectively; Through cast-in-site, the close pillar cream of concrete compound external wall panel (1), the close pillar cream of concrete composite inner wall plate (2), concrete building plate (7) and the built-in Zhou Bianliang of concrete (8) are connected into integral body;
2.. the building endpoint corners is strengthened the position syndeton:
Corner is strengthened the position and is established concrete manomelia (4), establishes horizontal bar (11) in the concrete manomelia (4), and with integrated poured connection of the close pillar cream of concrete compound external wall panel (1); Gypsum composite exterior wall heat-insulation plate for external (12) is established in concrete manomelia (4) outside, fixing polyphenyl plate (13) between the inboard of concrete manomelia (4) outside and gypsum composite exterior wall heat-insulation plate for external (12);
3.. the syndeton of concrete manomelia (4) and the close pillar cream of concrete composite inner wall plate (2):
The vertical muscle (9) at connected node place is connected with horizontal bar (11), and horizontal bar (11) stretches in the concrete chamber of the close pillar cream of the concrete composite inner wall plate (2) that links to each other, and concrete manomelia (4) is integrated poured with the concrete in the close pillar cream of concrete composite inner wall plate (2) the concrete chamber;
4.. the close pillar cream of concrete composite inner wall plate upper and lower side syndeton:
The close post of the concrete chamber of the close pillar cream of each layer concrete composite inner wall plate (2) is vertical each other corresponding, and vertical muscle (9) passes upper and lower layer concrete building plate (7) or concrete beam (6) in the chamber, and vertical muscle (9) is connected with concrete building plate (7) or concrete beam (6); Close post of steel bar concrete (3) and integrated poured fixed connection of concrete building plate (7) in the wallboard chamber.
2. concrete close pillar cream combined wall board according to claim 1 and concrete manomelia dispose combination construction system on the middle and senior level; It is characterized in that: described combination construction is unit with the housing unit, and its concrete tubular traffic nuclear (5) is by (18) centralized arrangement between elevator shaft (14), staircase (15), piping shaft (16), part washroom (17) and storing.
3. concrete close pillar cream combined wall board according to claim 1 and concrete manomelia dispose combination construction system on the middle and senior level; It is characterized in that: when building endpoint corners place's concrete close pillar cream compound external wall panel (1) understrressing, with the local close pillar cream of the concrete compound external wall panel (1) that substitutes of concrete manomelia (4).
4. concrete close pillar cream combined wall board according to claim 1 and concrete manomelia dispose combination construction system on the middle and senior level, it is characterized in that: building is all established the built-in Zhou Bianliang of concrete (8) for every layer in the described combination construction system.
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101424117A (en) * | 2008-11-05 | 2009-05-06 | 天津开发区福林发展有限公司 | Gypsum insulation plate and connection method thereof with major structure of construction |
| CN201554139U (en) * | 2009-11-24 | 2010-08-18 | 天津开发区福林发展有限公司 | Multi-cavity Gypsum composite bearing enclosing insulation board with a plurality of cavities and an integral connecting structure with a building thereof |
| CN201574497U (en) * | 2009-06-23 | 2010-09-08 | 天津开发区福林发展有限公司 | Enclosure wall with thermal insulation function and connecting structure of enclosure wall and integral building |
| CN202031170U (en) * | 2011-04-15 | 2011-11-09 | 天津开发区福林发展有限公司 | Middle/high-rise mixed structure deployed by concrete dense pillar gypsum composite wallboards and concrete short limb |
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101424117A (en) * | 2008-11-05 | 2009-05-06 | 天津开发区福林发展有限公司 | Gypsum insulation plate and connection method thereof with major structure of construction |
| CN201574497U (en) * | 2009-06-23 | 2010-09-08 | 天津开发区福林发展有限公司 | Enclosure wall with thermal insulation function and connecting structure of enclosure wall and integral building |
| CN201554139U (en) * | 2009-11-24 | 2010-08-18 | 天津开发区福林发展有限公司 | Multi-cavity Gypsum composite bearing enclosing insulation board with a plurality of cavities and an integral connecting structure with a building thereof |
| CN202031170U (en) * | 2011-04-15 | 2011-11-09 | 天津开发区福林发展有限公司 | Middle/high-rise mixed structure deployed by concrete dense pillar gypsum composite wallboards and concrete short limb |
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