CN202627564U - Prefabricated composite plate wall post-concreting frame shear structure building - Google Patents
Prefabricated composite plate wall post-concreting frame shear structure building Download PDFInfo
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- CN202627564U CN202627564U CN 201220247085 CN201220247085U CN202627564U CN 202627564 U CN202627564 U CN 202627564U CN 201220247085 CN201220247085 CN 201220247085 CN 201220247085 U CN201220247085 U CN 201220247085U CN 202627564 U CN202627564 U CN 202627564U
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Abstract
The utility model relates to a prefabricated composite plate wall post-concreting frame shear structure building. The prefabricated composite plate wall post-concreting frame shear structure building comprises a combination inner wall, an outer wall plate, a roof face plate and a cast-in-place concrete frame shear structure. The prefabricated composite plate wall post-concreting frame shear structure building is characterized in that a wall plate of the inner wall or an outer wall or the roof face plate is formed by fixing of a plurality of composite plates of prefabricated frame structure, the composite plate comprises two plate face plates arranged in opposite and provided with a certain space, a plurality of plate reinforcing ribs are arranged between the two plate face plates to form a plate cavity, the plate cavity inside the composite plate corresponding a beam column and a shear wall portion is filled with concrete to form stress construction member concrete, and the rest plate cavity is filled with light heat-preservation material to form a heat-preservation layer. The prefabricated composite plate wall post-concreting frame shear structure building has the advantages that the prefabricated composite plate of frame structure is arranged inside a wall, the concrete can be filled in the process of construction, the heat-preservation material can be filled in the process of factory filling or construction, and therefore construction cost is saved and construction efficiency is improved.
Description
Technical field
The utility model relates to field of house buildings, pouring concrete frame structure house behind particularly a kind of precast composite slab mould body of wall.
Background technology
Patent " the interior thermal insulation house and the job practices of integral spray floor concrete structure " (patent No. ZL200810080182.2) discloses a kind of by prefabricated internal thermal insulated wall plate, roof panel, slab form and inner partition plate assembling back direct gunning concrete deck is formed in the insulation layer outside house and job practices.Because the insulation layer outside is the gunning concrete deck directly, concrete intensity can't satisfy the structural requirement of three layers and above building.Prefabricated internal thermal insulated wall plate is when concrete construction, and it is inapplicable and will cut size to occur through regular meeting, and waste template die material influence efficiency of construction, has caused the inconvenience of constructing and the raising of building operations cost.
The utility model content
The purpose of the utility model provides and a kind ofly saves the template die material, improve efficiency of construction and save the precast composite slab mould body of wall of construction cost after pouring concrete frame structure house.
In order to accomplish above-mentioned purpose, the technical scheme that the utility model adopts is:
Pouring concrete frame structure house behind the precast composite slab mould body of wall; Comprise combination interior wall, exterior wall wallboard, roof panels and cast-in-situ concrete frame structure; The wallboard of described interior wall or exterior wall; Or roof panels is fixed together by the compound template die of a plurality of precast frame formula structures and forms; Described compound template die comprises two template die panels that are oppositely arranged and leave certain space; Between relative two boards die face plate, be provided with a plurality of template die ribs and form the template die cavity, fill concrete forms the primary structure member concrete in the template die cavity at corresponding beam column, shear wall position in compound template die, and filling light thermal insulation material forms insulation layer in remaining template die cavity.
Described exterior wall is made up of the arranged outside two-way concrete slab welded mesh and the gunning concrete layer of compound template die, steel tie is set in the primary structure member concrete and the two-way concrete slab welded mesh fixes.
Described roof panels is provided with the two-way concrete slab welded mesh by the top of compound template die, and the gunning concrete layer constitutes behind colligation roof rib and roof rib steel muscle, the reinforcing bar that cornices again.
The arranged outside of described template die panel has the drawknot rib to fix through set bolt and two-way concrete slab welded mesh.
The cross section of described compound template die is the rectangular frame structure of both ends open.
Fix through L shaped, I-shaped template die connector between described compound template die and the compound template die.
Be provided with the headspace fill insulant material between described template die cavity and the primary structure member concrete and form beam, post, short-limb wall insulation layer.
The beneficial effect of the utility model is: the compound template die of prefabricated frame construction is set in body of wall, and concrete can just be filled when construction, and heat insulating material can be filled also and can when constructing, fill in factory, has saved construction cost, has improved efficiency of construction.
Description of drawings
Fig. 1 is the structural representation of the utility model.
Fig. 2 is the floor map of Fig. 1.
Fig. 3 is the plan view of air placed concrete not after the precast composite slab mould assembly unit of Fig. 2.
Fig. 4 is the structural representation of the compound template die among Fig. 2.
Fig. 5 is the structural representation of body of wall post among Fig. 1, roof flank.
Among the figure, 1, compound template die, 2, steel tie, 3, the primary structure member concrete, 4, the two-way concrete slab welded mesh; 5, layer of concrete, 6, set bolt, 7, the template die connector, 8, the template die panel; 9, insulation layer, 10, the template die cavity, 11, the template die ribs, 12, the drawknot rib; 13, beam, post, short-limb wall insulation layer, 14, the reinforcing bar that cornices, 15, the roof rib, 16, roof rib steel muscle.
The specific embodiment
The utility model is pouring concrete frame structure house behind the precast composite slab mould body of wall; Main innovate point is to have designed the compound template die of prefabricated frame construction to constitute the wallboard and the roof panel of structural building; Reserve the space of fluid concrete and heat insulating material in the template die, concrete can just be filled when construction, and heat insulating material can be filled also and can when constructing, fill in factory; Economical with materials has been saved construction cost, has been improved efficiency of construction.
Below in conjunction with accompanying drawing the utility model is further specified.
Specific embodiment; Extremely shown in Figure 5 like Fig. 1; Pouring concrete frame structure house behind the precast composite slab mould body of wall; Comprise combination interior wall, exterior wall wallboard, roof panels and cast-in-situ concrete frame construction; The wallboard of interior wall or exterior wall, or roof panels is fixed together by the compound template die 1 of a plurality of precast frame formula structures and forms, fixing between compound template die 1 and the compound template die 1 through L shaped, I-shaped template die connector 7; Compound template die 1 is fixed into tower structure by two template die panels 8 that are oppositely arranged and leave the space; Between relative two boards die face plate 8, be provided with a plurality of template die ribs 11 and form template die cavity 10, the cross section of compound template die 1 is the rectangular frame structure of both ends open, and fill concrete forms primary structure member concrete 3 in the template die cavity 10 at corresponding beam column, shear wall position in compound template die 1; Be provided with the headspace fill insulant material between template die cavity 10 and the primary structure member concrete 3 and form beam, post, short-limb wall insulation layer 13, filling light thermal insulation material forms insulation layer 9 in remaining template die cavity 10; Exterior wall is made up of the arranged outside two-way concrete slab welded mesh 4 and the gunning concrete layer 5 of compound template die 1; Steel tie 2 is set in primary structure member concrete 3 fixes, have drawknot rib 12 to fix through set bolt 6 and two-way concrete slab welded mesh 4 in the arranged outside of template die panel 8 with two-way concrete slab welded mesh 4; The roof is provided with two-way concrete slab welded mesh 4 by the top of compound template die 1, and colligation roof rib 15 constitutes with roof rib steel muscle 16, the reinforcing bar 14 back gunning concrete layers 5 that cornice again.
During building operations; On production line, template die panel 8 is made the compound template die 1 that is installed in body of wall and the roof through 11 connections of template die ribs and with drawknot rib 12 earlier; Template die cavity 10 is reserved corresponding beam column, shear wall space, roof rib 15 the space and need the space of fill insulant material at the construction field (site), filling light thermal insulation material formation insulation layer 9 remaining template die cavity 10 in then; Connect fixing through template die connector 7 compound template die 1 at the construction field (site) and lift the relevant position, filling light thermal insulation material in the template die cavity 10 of special requirement and in the beam, post, short-limb wall insulation layer 13; Set bolt 6 that is connected with two-way concrete slab welded mesh 4 and the steel tie 2 that is connected with layer of concrete 5 then are set; Cast beam, post, short-limb wall concrete form primary structure member concrete 3 in the frame beam column template die cavity 10 that after the template die body of wall is installed, forms; Two-way concrete slab welded mesh 4 is installed in compound template die 1 outside; Two-way concrete slab welded mesh 4 and steel tie 2 is fixing with primary structure member concrete 3, and gunning concrete deck 5 forms exterior wall and interior wall in the both sides of compound template die 1 again; Roof precast composite slab mould 1 is installed at last; Roof rib 15 is fixed on the compound template die 1; Settle roof rib steel muscle 16 to be connected with primary structure member concrete 3; On the template die panel 8 in compound template die 1 outside, connect two-way concrete slab welded meshs 4 through set bolt 6, the colligation reinforcing bar 14 that cornices, gunning concrete layer 5 forms complete roof in the both sides of compound template die 1.Because the compound template die of prefabricated frame construction is set in body of wall, can when construction, just carry out the filling of insulation layer, can not cause the waste of material, save construction cost, improved efficiency of construction.
Claims (7)
1. pouring concrete frame structure house behind the precast composite slab mould body of wall; Comprise combination interior wall, exterior wall wallboard, roof panels and cast-in-situ concrete frame structure; It is characterized in that: the wallboard of described interior wall or exterior wall; Or roof panels is fixed together by the compound template die (1) of a plurality of precast frame formula structures and forms; Described compound template die (1) comprises two template die panels (8) that are oppositely arranged and leave certain space; Between relative two boards die face plate (8), be provided with a plurality of template die ribs (11) and form template die cavity (10), fill concrete forms primary structure member concrete (3) in the template die cavity (10) at corresponding beam column, shear wall position in compound template die (1), and filling light thermal insulation material forms insulation layer (9) in remaining template die cavity (10).
2. pouring concrete frame structure house behind the precast composite slab mould body of wall according to claim 1; It is characterized in that: described exterior wall is made up of the arranged outside two-way concrete slab welded mesh (4) and the gunning concrete layer (5) of compound template die (1), steel tie (2) is set in primary structure member concrete (3) fixes with two-way concrete slab welded mesh (4).
3. pouring concrete frame structure house behind the precast composite slab mould body of wall according to claim 1; It is characterized in that: described roof panels is provided with two-way concrete slab welded mesh (4) by the top of compound template die (1), and colligation roof rib (15) constitutes with roof rib steel muscle (16), the reinforcing bar that cornices (14) back gunning concrete layer (5) again.
4. pouring concrete frame structure house behind the precast composite slab mould body of wall according to claim 1 and 2 is characterized in that: the arranged outside of described template die panel (8) has drawknot rib (12) to fix through set bolt (6) and two-way concrete slab welded mesh (4).
5. pouring concrete frame structure house behind the precast composite slab mould body of wall according to claim 1 is characterized in that: the cross section of described compound template die (1) is the rectangular frame structure of both ends open.
6. pouring concrete frame structure house behind the precast composite slab mould body of wall according to claim 1 is characterized in that: fixing through L shaped, I-shaped template die connector (7) between described compound template die (1) and the compound template die (1).
7. pouring concrete frame structure house behind the precast composite slab mould body of wall according to claim 1 is characterized in that: be provided with the headspace fill insulant material between described template die cavity (10) and the primary structure member concrete (3) and form beam, post, short-limb wall insulation layer (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220247085 CN202627564U (en) | 2012-05-30 | 2012-05-30 | Prefabricated composite plate wall post-concreting frame shear structure building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220247085 CN202627564U (en) | 2012-05-30 | 2012-05-30 | Prefabricated composite plate wall post-concreting frame shear structure building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202627564U true CN202627564U (en) | 2012-12-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220247085 Expired - Lifetime CN202627564U (en) | 2012-05-30 | 2012-05-30 | Prefabricated composite plate wall post-concreting frame shear structure building |
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| Country | Link |
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| CN (1) | CN202627564U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102660995A (en) * | 2012-05-30 | 2012-09-12 | 张晶廷 | Prefabricated composite plate formwork wall post-pouring concrete frame shear structure house and construction method |
| CN105201154A (en) * | 2015-08-17 | 2015-12-30 | 陕西建科节能发展有限公司 | Method for cast-in-place of foam concrete on roof |
-
2012
- 2012-05-30 CN CN 201220247085 patent/CN202627564U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102660995A (en) * | 2012-05-30 | 2012-09-12 | 张晶廷 | Prefabricated composite plate formwork wall post-pouring concrete frame shear structure house and construction method |
| CN105201154A (en) * | 2015-08-17 | 2015-12-30 | 陕西建科节能发展有限公司 | Method for cast-in-place of foam concrete on roof |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121226 |
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| CX01 | Expiry of patent term |