CN100587175C - Architectural structure of self-heat retaining house building with large bay - Google Patents
Architectural structure of self-heat retaining house building with large bay Download PDFInfo
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- CN100587175C CN100587175C CN200710024989A CN200710024989A CN100587175C CN 100587175 C CN100587175 C CN 100587175C CN 200710024989 A CN200710024989 A CN 200710024989A CN 200710024989 A CN200710024989 A CN 200710024989A CN 100587175 C CN100587175 C CN 100587175C
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Abstract
This invention relates to a self-heat preservative large house structure system composed of outer main walls, party walls, inside main walls connecting beams and floor slabs, in which the outer main wall is composed of concrete prefabricated boards with composite layers and cast-in-place end posts and vertical ribs, and the prefabricated board is a trough plate, the cast-in-place RC end post and the vertical ribs connect two layers of concrete prefabricated plates to an integer, said inside main wall is composed of a prefabricated large hole plate, cast-in-place vertical ribs and end posts, holes through portrait are set on the large hole plate, the end posts and vertical ribs connect several large hole plates to a wall, cast-in-place connecting beams are set horizontally on the top of themain walls of each floor and cast-in-place vertical ribs in the main wall and end posts are connected with the beams.
Description
Technical field
The present invention relates to house structure field, particularly a kind of concrete house structural system of thermal insulation.
Background technology
What existing house structure adopted is the building roof structure of the solid-walled structure and the little span of the little standard width of a room in an old-style house entirely, and the dwelling house of multilayer is used the load bearing wall of masonry structure more, and is wherein in the majority with brickwork, accounts for more than 90%; Little high level and high residential building then are that concrete shear force wall is made bearing wall entirely.The standard width of a room in an old-style house of house is based on 3.3m to 3.9m, and a spot of is the above standard width of a room in an old-style house of 4.2m.The body of wall of masonry structure and the thermal and insulating performance of concrete shear force wall are not good enough, in order to reach the requirement of building energy conservation, all must take the external-wall external-insulation energy-saving measure.It is poor that existing external-wall external-insulation energy-saving measure exists security reliability, the cost height, and the life-span is short, the construction trouble, shortcoming such as quality is wayward has become an alarming technology.
After the solid-walled structure house of the above-mentioned little standard width of a room in an old-style house builds up, the layout of inner space is also fixing, the load bearing wall of each household dwelling house inside must not be removed or change to some extent, the unalterable house in obvious this inner space can not adapt to the requirement of different functional requirement of numerous residents and individuality of aestheticsization.
At present, needing a kind of inner space badly can freely cut apart, and is convenient to the novel house structural system that the resident independently carries out oneself room design, satisfies user demand.
Summary of the invention
The objective of the invention is to, overcome the shortcoming on the prior art, provide a kind of inner space freely to cut apart, be convenient to the house structural system that the resident independently carries out oneself room design.
The present invention also aims to, a kind of environmental protection and energy saving are provided, be convenient to the house structural system of dwelling construction batch production.
Technical scheme of the present invention is: a kind of architectural structure of self-heatretaining house building with large bay, it is made up of outer load bearing wall, party wall, internal loadbearing wall, coupling beam and floor, described outer load bearing wall is made up of concrete prefabricated board that has composite bed and cast-in-place newel post and perpendicular rib, the concrete prefabricated board that has composite bed is trough slab or seven letter stencils, and cast-in-place steel concrete newel post and perpendicular rib have the concrete prefabricated board of composite bed to be linked to be integral body with two-layer; Described internal loadbearing wall is made up of prefabricated big orifice plate and cast-in-place perpendicular rib and newel post, and prefabricated big orifice plate is provided with the prefabricated plate hole that vertically runs through, and cast-in-place steel concrete newel post and perpendicular rib are linked to be body of wall with the big orifice plate of some systems; Be provided with the cast-in-place coupling beam that the level perforation is connected as a single entity at the internal loadbearing wall of each floor and outer load bearing wall body of wall upper end, cast-in-place perpendicular rib and newel post run through with cast-in-place coupling beam and are connected in internal loadbearing wall and the outer load bearing wall.
In the above-mentioned outer load bearing wall, on newel post and the perpendicular rib, following alignment connects, and with coupling beam, forms the stealthy framework of close post, just like framed-tube structure.
There is reinforcing bar and the keyway that is connected usefulness with newel post with perpendicular rib in the outside of above-mentioned prefabricated edges of boards rib.
In the above-mentioned internal loadbearing wall, the material of prefabricated big orifice plate can be a concrete, also can be other silicate material or stone lamb class material.The shape of precast plate hole can be oval, circular and rectangle.The both sides of precast plate are left and are erected rib is connected usefulness with newel post keyway and connecting reinforcement, and the surface of plate is left and buried the semi-circular recesses that pipeline is used underground.Cast-in-place perpendicular rib and prefabricated big orifice plate uniform thickness run through in body of wall, are convenient to the steel form and interim support of erecting tools formula.The upper end of every layer of body of wall is equipped with the cast-in-situ concrete coupling beam that level connects, and the width of coupling beam equates with the thickness of body of wall.On newel post and the perpendicular rib, following alignment connects, and with coupling beam, forms the stealthy framework of close post, just like framed-tube structure.
Above-mentioned party wall can adopt the structure of outer load bearing wall, also can adopt the structure of internal loadbearing wall, and party wall upper end also is provided with the cast-in-situ concrete coupling beam, and the coupling beam level perforation on this coupling beam and other wall is connected.
Floor of the present invention can adopt the superimposed four sides of prestressed concrete.
As a further improvement on the present invention, described floor adopts point to be connected with composite bed prestressed concrete laminated floor slab.It comprises precast plate, composite bed and overlapping layers, precast plate adopts prestressed concrete slab, heat preserving and insulating material layer (commonly used is polystyrol plastic foam plate) is arranged on precast plate plate face again, the hole of uniform rectangle on composite bed, precast plate is provided with connecting reinforcement in the relevant position with the composite bed hole, connecting reinforcement exceeds the composite bed of precast plate, is provided with the concrete folding layer on composite bed.
As a further improvement on the present invention, the width of above-mentioned cast-in-situ concrete coupling beam is less than the whole two-layer integral thickness that the concrete prefabricated board of composite bed is arranged that is linked to be in the outer load bearing wall, the coupling beam medial surface is concordant with the medial surface of outer load bearing wall body of wall, therefore the lateral surface of coupling beam contracts in the lateral surface of load bearing wall body of wall outside, utilize the space of contracting in this, can lay heat preserving and insulating material at the lateral surface of coupling beam, cold (heat) bridge that blocking-up forms because of coupling beam.
The invention has the beneficial effects as follows that newel post in the body of wall and perpendicular rib are that upper and lower alignment connects, coupling beam, newel post, the stealthy framework that perpendicular rib forms is just like framed-tube structure.The coupling beam of every layer of body of wall upper end, from the exterior wall to the party wall and interior wall all be that level connects, every layer coupling beam is with the newel post of body of wall, perpendicular rib and floor all fuse, and have guaranteed the globality of building structure, form firm and stable large bay house structure.Can be in this structure by user's free compartment in the house.
But have all batch production production of precast plate in the concrete prefabricated board of composite bed, prefabricated big orifice plate and the floor, outer load bearing wall all has reliable connection between internal loadbearing wall and the building roof system, forms the bundled tube structure of assembled integral.
Outer load bearing wall adopts the two-layer concrete prefabricated board that has composite bed, has blocked cold (heat) bridge in the body of wall, reaches the purpose of self-heat conserving.
Description of drawings
Fig. 1 cuts off the floor map of a floor in the concrete residential structure system for self-heat conserving large bay of the present invention
Fig. 2 is the vertical view of outer load bearing wall of the present invention or party wall
Fig. 3 is the vertical view of internal loadbearing wall of the present invention or party wall
Fig. 4 is the plane structure schematic diagram of floor of the present invention
Fig. 5 is the 1-1 sectional view of Fig. 4
Fig. 6 is the syndeton lateral view of coupling beam of the present invention with outer load bearing wall
Fig. 7 is the syndeton lateral view of coupling beam of the present invention and internal loadbearing wall
The specific embodiment
As shown in Figure 1, a kind of architectural structure of self-heatretaining house building with large bay, it is made up of outer load bearing wall 4, internal loadbearing wall 5, party wall 18 and coupling beam 17 (not showing among this figure), the coupling beam 17 of every layer of body of wall upper end, promptly from outer load bearing wall 4 to party wall 18 and the coupling beam 17 on the internal loadbearing wall 5 all be that level connects.Outer load bearing wall 4, internal loadbearing wall 5 and party wall 18 surround the large space 1 that can cut off flexibly.
As shown in Figure 2, Fig. 2 is the vertical view of outer load bearing wall or party wall.Outer load bearing wall 4 is made up of concrete prefabricated board 6,7 that has insulating composite layer 8 and cast-in-place newel post 9 and perpendicular rib 10, the concrete prefabricated board that has composite bed is trough slab 6 or seven letter stencils 7, there is reinforcing bar and the keyway that is connected usefulness with newel post with perpendicular rib in the outside at trough slab 6 or seven letter stencils, 7 limit ribs, existing cast-in-place steel concrete newel post 9 and perpendicular rib 10 has the concrete prefabricated board 6,7 of composite bed to be linked to be integral body with two-layer, perpendicular rib 10 is that cold to cut off (heat) bridge is arranged in dislocation in body of wall.
As shown in Figure 3, Fig. 3 is the vertical view of internal loadbearing wall.Internal loadbearing wall 5 is made up of prefabricated big orifice plate 11 and cast-in-place perpendicular rib 9 and newel post 10, and prefabricated big orifice plate 11 is provided with the prefabricated plate hole 19 that vertically runs through, and prefabricated plate hole 19 is square.The surface of prefabricated big orifice plate 11 is left and is buried the semi-circular recesses that pipeline is used underground.Cast-in-place perpendicular rib 9 and prefabricated big orifice plate 11 uniform thickness run through in body of wall, are convenient to the steel form and interim support of erecting tools formula.Cast-in-place steel concrete newel post 10 and perpendicular rib 9 are linked to be internal loadbearing wall 5 with the big orifice plate 11 of some systems.
Fig. 3 also is the vertical view that the another kind of party wall 18 is implemented structure.Party wall 18 is made up of prefabricated big orifice plate 11 and cast-in-place perpendicular rib 9 and newel post 10, and prefabricated big orifice plate 11 is provided with the prefabricated plate hole 19 that vertically runs through, and prefabricated plate hole 19 is square.The surface of prefabricated big orifice plate 11 is left and is buried the semi-circular recesses that pipeline is used underground.Cast-in-place perpendicular rib 9 and prefabricated big orifice plate 11 uniform thickness run through in body of wall, are convenient to the steel form and interim support of erecting tools formula.Cast-in-place steel concrete newel post 10 and perpendicular rib 9 are linked to be party wall 18 with the big orifice plate 11 of some systems.
As shown in Figure 4 and Figure 5, floor 16 adopts point to be connected with composite bed prestressed concrete laminated floor slab, it comprises precast plate 12, insulating composite layer 8 and overlapping layers 13, precast plate 12 adopts prestressed concrete slab, on precast plate 12 plate faces, composite bed 8 is arranged again, insulating composite layer 8 is a polystyrol plastic foam plate, the hole 15 of uniform rectangle on insulating composite layer 8, precast plate 12 is provided with connecting reinforcement 14 in the relevant position with composite bed hole 15, connecting reinforcement 14 exceeds precast plate 12 and insulating composite layer 8, is provided with concrete folding layer 13 on composite bed.When building the concrete of overlapping layers 13, composite bed hole 15 is tamped by concrete, with the connecting reinforcement 14 common arrangement of reinforcement short columns that form rectangles.The rectangular column of these arrangements of reinforcement is connected with in the composite bed prestressing force laminated floor slab at point, with precast plate and the tabular space structures of the common formation of overlapping layers, bears the load that acts on the laminated floor slab jointly.The rectangle short column of these arrangements of reinforcement bears the horizontal shear in the laminated floor slab, plays interconnect function, though also formed cold (heat) bridge, cold (heat) bridge in the concrete floor has been reduced to minimum degree (promptly only being that point-like connects).Therefore, it is best being connected with the heat insulating effect of composite bed prestressed concrete laminated floor slab in various concrete floors.
As shown in Figure 6, be provided with the coupling beam 17 of cast-in-situ concrete in outer load bearing wall 4 upper ends of each floor, the overlapping layers 13 of cast-in-place perpendicular rib 10, newel post 9 and floor 16 runs through with cast-in-place coupling beam 17 and is connected in the outer load bearing wall 4.The width of cast-in-situ concrete coupling beam 17 likens to the thickness of outer load bearing wall 4 and wants little 30mm.The coupling beam medial surface is concordant with the medial surface of outer load bearing wall 4 bodies of wall, so the lateral surface of the coupling beam 30mm that contracts in the lateral surface of outer wall body, utilizes the space of contracting in this, lays insulating composite layer 8 at the lateral surface of coupling beam 17.
As shown in Figure 7, be provided with the coupling beam 17 of cast-in-situ concrete in internal loadbearing wall 5 upper ends of each floor, the overlapping layers 13 of cast-in-place perpendicular rib 10, newel post 9 and floor 16 runs through with cast-in-place coupling beam 17 and is connected in the outer load bearing wall 5.
Claims (9)
1, a kind of architectural structure of self-heatretaining house building with large bay, it is made up of outer load bearing wall, party wall, internal loadbearing wall, coupling beam and floor, it is characterized in that: described outer load bearing wall is made up of concrete prefabricated board that has composite bed and cast-in-place newel post and perpendicular rib, the concrete prefabricated board that has composite bed is trough slab or seven letter stencils, and cast-in-place steel concrete newel post and perpendicular rib have the concrete prefabricated board of composite bed to be linked to be integral body with two-layer; Described internal loadbearing wall is made up of prefabricated big orifice plate and cast-in-place perpendicular rib and newel post, and prefabricated big orifice plate is provided with the prefabricated plate hole that vertically runs through, and cast-in-place steel concrete newel post and perpendicular rib are linked to be body of wall with some prefabricated big orifice plates; Be provided with the cast-in-place coupling beam that the level perforation is connected as a single entity at the internal loadbearing wall of each floor and outer load bearing wall body of wall upper end, cast-in-place perpendicular rib and newel post run through with cast-in-place coupling beam and are connected in internal loadbearing wall and the outer load bearing wall; In the inside and outside load bearing wall, on newel post and the perpendicular rib, following alignment connects, and with coupling beam, forms the stealthy framework of close post.
2, house structural system according to claim 1 is characterized in that: there is reinforcing bar and the keyway that is connected usefulness with newel post with perpendicular rib in the outside of described prefabricated edges of boards rib.
3, house structural system according to claim 1, it is characterized in that: described party wall is made up of concrete prefabricated board that has composite bed and cast-in-place newel post and perpendicular rib, the concrete prefabricated board that has composite bed is trough slab or seven letter stencils, and cast-in-place steel concrete newel post and perpendicular rib have the concrete prefabricated board of composite bed to be linked to be integral body with two-layer.
4, house structural system according to claim 1, it is characterized in that: described party wall is made up of prefabricated big orifice plate and cast-in-place perpendicular rib and newel post, prefabricated big orifice plate is provided with the prefabricated plate hole that vertically runs through, and cast-in-place steel concrete newel post and perpendicular rib are linked to be body of wall with some prefabricated big orifice plates.
5, house structural system according to claim 1 is characterized in that: described floor adopts the superimposed four sides of prestressed concrete.
6, house structural system according to claim 1, it is characterized in that: described floor adopts point to be connected with composite bed prestressed concrete laminated floor slab, it comprises precast plate, insulating composite layer and overlapping layers, precast plate adopts prestressed concrete slab, on precast plate plate face, insulating composite layer is arranged again, the hole of uniform rectangle on insulating composite layer, precast plate is provided with connecting reinforcement in the relevant position with the composite bed hole, connecting reinforcement exceeds the composite bed of precast plate, is provided with the concrete folding layer on composite bed.
7, house structural system according to claim 1 is characterized in that: with described outside the lateral surface of the described coupling beam that is connected of load bearing wall be provided with insulating composite layer.
8, house structural system according to claim 1, it is characterized in that: semi-circular recesses is left on the surface of described prefabricated big orifice plate.
9, house structural system according to claim 1 is characterized in that: in described internal loadbearing wall, cast-in-place perpendicular rib is identical with prefabricated macropore plate thickness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200710024989A CN100587175C (en) | 2007-07-16 | 2007-07-16 | Architectural structure of self-heat retaining house building with large bay |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200710024989A CN100587175C (en) | 2007-07-16 | 2007-07-16 | Architectural structure of self-heat retaining house building with large bay |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101092830A CN101092830A (en) | 2007-12-26 |
| CN100587175C true CN100587175C (en) | 2010-02-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200710024989A Expired - Fee Related CN100587175C (en) | 2007-07-16 | 2007-07-16 | Architectural structure of self-heat retaining house building with large bay |
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| Country | Link |
|---|---|
| CN (1) | CN100587175C (en) |
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- 2007-07-16 CN CN200710024989A patent/CN100587175C/en not_active Expired - Fee Related
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| CN101092830A (en) | 2007-12-26 |
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Owner name: CHEN XINFU Free format text: FORMER OWNER: DONGRONGLINDN SELF THERMAL INSULATION HOUSE TECHNOLOGY DEVELOPMENT CO., LTD., NA Effective date: 20131219 Owner name: QU PING Effective date: 20131219 |
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| C41 | Transfer of patent application or patent right or utility model | ||
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Free format text: CORRECT: ADDRESS; FROM: 210024 NANJING, JIANGSU PROVINCE TO: 210000 NANJING, JIANGSU PROVINCE |
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| TR01 | Transfer of patent right |
Effective date of registration: 20131219 Address after: 210000 Jiangsu city of Nanjing Province Zhang Bridge District No. 36 building 6 room 510 Patentee after: Chen Xinfu Patentee after: Qu Ping Address before: 2201 room 210024, building C, 60 Jiangsu Road, Gulou District, Jiangsu, Nanjing, China Patentee before: Dongronglindn Self Thermal Insulation House Technology Development Co., Ltd., Na |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100203 Termination date: 20160716 |