CN202023281U - Assembled integral concrete multi-ribbed hollow floor slab - Google Patents
Assembled integral concrete multi-ribbed hollow floor slab Download PDFInfo
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- CN202023281U CN202023281U CN2011200670503U CN201120067050U CN202023281U CN 202023281 U CN202023281 U CN 202023281U CN 2011200670503 U CN2011200670503 U CN 2011200670503U CN 201120067050 U CN201120067050 U CN 201120067050U CN 202023281 U CN202023281 U CN 202023281U
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- reinforcing bar
- rib
- assembling
- lattice reinforcing
- open top
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Abstract
The utility model relates to a floor slab, in particular to an assembled integral concrete multi-ribbed hollow floor slab which is formed by combining prefabrication and cast-in-place and is jointly stressed. The assembled integral concrete multi-ribbed hollow floor slab comprises reinforced concrete rib girders (1), a reinforced concrete superimposed layer (2) and assembled box molds (3), wherein the reinforced concrete rib girders are formed through cast-in-place between adjacent assembled box molds; the reinforced concrete superimposed layer is formed through cast-in-place above the assembled box molds; the assembled box molds (3) comprise lattice reinforcing steel bar superimposed plates (4) and open boxes (5); the lattice reinforcing steel bar superimposed plates are top plates of the open boxes (5); outwards extending reinforcing steel bars (6) are distributed in the lattice reinforcing steel bar superimposed plates (4); the outwards extending reinforcing steel bars extend outwards into the peripheral rib girders to be anchored, and hook up longitudinally stressed reinforcing steel bars (11) in the rib girders; and the rib girders (1) and the lattice reinforcing steel bar superimposed plates (4) are jointly stressed. The structural height of the floor slab can be greatly reduced, so a higher building using space can be provided under the circumstance of the same story height.
Description
Technical field
The utility model relates to a kind of floor, in particular, relates to a kind of prefabricated and cast-in-place common stressed assembling monolithic devices concrete dense-rib cassette ceiling that combines.
Background technology
Along with China's economic construction is developed by leaps and bounds, reinforced concrete structure is extensive use in industry and civilian construction, and has obtained good technology economic.Because architectural to high level, requirements such as large space and antidetonation, developed in recent years many new, the structural system that techno-economic effect is good.
Over past ten years, the concrete dense-rib cassette ceiling is used widely in China's construction work.Close rib cassette ceiling is meant that the unidirectional or bi-directional type of 1. rib distance＜=1.5m is called close rib cassette ceiling; 2. be applicable to medium or than the public building of large span; 3. for ordinary concrete, span＜=30m; For prestressed concrete, span＜=45m; 4. should cast-in-place and employing typified form (abbreviation formwork) or typing filled internal mold.Two-way ribbed slab is because two-way common bearing load effect, stress performance is better, therefore, such floor form can be widely used in many high-rise public buildings such as market, exhibition hall, conference room, warehouse, library, underground garage, lecture theater, is particularly useful for the structure types of large space, large span, the requirement of high headroom.
The form of close rib cassette ceiling mainly contains two big classes, and a class is the close rib cassette ceiling of cast-in-situ concrete, and another kind of is the prefabricated and cast-in-place concrete dense-rib cassette ceiling that combines.The technology of the close rib cassette ceiling of cast-in-situ concrete realizes that measure mainly is by filling " internal mold " among cast-in-situ concrete.Internal mold can adopt hollow tube core, casing, also can adopt cylindrical shell, the block of light solid.But to the prefabricated and cast-in-place concrete dense-rib cassette ceiling that combines, still do not have reliable measures and realize at home.
Filled internal mold present stage of realizing close rib cassette ceiling in addition is integrated support structure, and these members can be hollow tube core, casing or the cylindrical shell of light solid, blocks.But its purposes is identical, as just filler.Its structure is identical, is integrated support structure.Present stage does not still have die component in the assembling and is used for precedent among the close rib cassette ceiling at home.
In the ribbed slab floor field, in strengthening the prefabricated and cast-in-place globality measure that combines, still there is not the precedent that adopts lattice reinforcing bar technical measures in addition.
The utility model content
The purpose of this utility model is to solve defective of the prior art, and a kind of assembling monolithic devices concrete dense-rib cassette ceiling is provided, and this concrete dense-rib cassette ceiling adopts die component in the assembling, and promptly assembling case mould adopts prefabricated and cast-in-place process combined.
A kind of assembling monolithic devices of the utility model concrete dense-rib cassette ceiling comprises: steel concrete girt strip (1), reinforced concrete sandwich layer (2), assembling case mould (3); Described steel concrete girt strip cast-in-site between adjacent assembling case mould forms; Described reinforced concrete sandwich layer cast-in-site above assembling case mould forms; Described assembling case mould (3) is made up of lattice reinforcing bar superimposed sheet (4) and open top container (5), and lattice reinforcing bar superimposed sheet is the top board of open top container (5);
It is characterized in that: be furnished with protruding bar (6) in the described lattice reinforcing bar superimposed sheet (4), described protruding bar extends anchoring in the peripheral rib beam outward, and catches on longitudinal stress reinforcing bar (11) in the girt strip, and girt strip (1) is stressed jointly with lattice reinforcing bar superimposed sheet (4).
Further, technique scheme can be improved to: described reinforced concrete sandwich layer (2) forms the stressed section of T-shape with lattice reinforcing bar superimposed sheet (4) and steel concrete girt strip (1).
Further, technique scheme can be improved to: described open top container (5) is GRC (glass fiber reinforced polymer cement) goods.
Further, technique scheme can be improved to: described open top container (5) is all around in the sidewall plane, and all crest lines of open top container (5) are provided with shear key (7), and described shear key is along horizontal-extending or the groove that vertically extends.
Further, technique scheme can be improved to: described groove has rectangle or trapezoidal cross-section.
Further, technique scheme can be improved to: the side along described lattice reinforcing bar superimposed sheet (4) is furnished with cold rolling lattice reinforcing bar (8), described cold rolling lattice reinforcing bar is the reinforcement component with wave-like of rule, the reinforcing bar lower edge is embedded in the lattice reinforcing bar superimposed sheet (4), winds up to combine with reinforced concrete sandwich layer (2).
Further, technique scheme can be improved to: described cold rolling lattice reinforcing bar (8) is provided with along the opposite side setting or four limits of lattice reinforcing bar superimposed sheet (4).
Further, technique scheme can be improved to: described assembling case mould (3) is spliced by double buckle between the described more piece open top container (5) by more piece open top container (5).
Further, technique scheme can be improved to: the base plate of described open top container is provided with rod shaped rib or cross rib (9).
Further, technique scheme can be improved to: sidewall is provided with wedge ribs (10) around the described open top container.
The beneficial effects of the utility model are: the hollow rate of concrete dense-rib cassette ceiling of the present utility model wants high than the close rib cassette ceiling of cast-in-situ concrete, and the floor deadweight is lighter, can save material effectively, reduces construction costs; Each member of assembling case mould all adopts batch production, standardization to make in such floor, thereby can reduce on-site concrete and water fluence, has improved efficiency of construction; Compare with general girt strip floor, assembling case mould participation structure integral body is stressed, thereby the structure height of such floor can reduce greatly, can provide under the identical floor height situation and more highly build usage space, and whole floor slab bottoms is smooth, the convenient use.
Description of drawings
Fig. 1 is the structural representation of single-unit open top container.
Fig. 2 is a more piece open top container structural representation.
Fig. 3 is the structural representation of lattice reinforcing bar superimposed sheet.
Fig. 4 is the schematic cross-section of lattice reinforcing bar superimposed sheet.
Fig. 5 is an assembling case mode structure schematic diagram.
Fig. 6 is the schematic cross-section of assembling case mould.
Fig. 7 is the structural representation of concrete dense-rib cassette ceiling of the present utility model, and open top container is the single-unit formula.
Fig. 8 is the structural representation of concrete dense-rib cassette ceiling of the present utility model, the open top container multi-section type.
Fig. 9 is the structural representation that has the open top container of cross rib and wedge ribs.
Figure 10 is the schematic cross-section that has the open top container of cross rib and wedge ribs.
The specific embodiment
Below in conjunction with accompanying drawing, the technical solution of the utility model is further elaborated.
As shown in Figure 1, be the structural representation of open top container 5 of the present utility model.This open top container is made by glass fiber reinforced cement, be positioned at lattice reinforcing bar superimposed sheet 4 below, the uncovered casing by sidewall and base plate are formed is assembled into closed box with lattice reinforcing bar superimposed sheet 4.Open top container 5 is the GRC goods, play the effect of cast-in-situ steel reinforced concrete girt strip 1 side form in concrete placement, support the effect of lattice reinforcing bar superimposed sheet 4 and construction operation load, box bottom exposes, as the building ceiling, GRC goods favorable durability can be closely bound up like this.Open top container promptly can be the single-unit formula, forms closed box with lattice reinforcing bar superimposed sheet 4, also can be multi-section type, by the open top container 5 of assembling formation more piece, as shown in Figure 2.If multi-section type splices fixing by double buckle each other mutually.Multi-section type assembling case mould height can be pursued higher height, be single-unit can't realize that and other like products have better anti-side rigidity relatively, have resistance to overturning preferably.
For strengthening being connected between assembling case mould and the cast-in-situ concrete, around assembling case mould in the sidewall plane, and all crest lines of assembling case mould are installed certain rule shear key 7 are set.Shear key can not only the back strengthens the connection between prefabricated and cast-in-place, the more important thing is and can transmit horizontal shear.
In the sidewall plane shear key all should be set around the assembling case mould: shear key is for along horizontal-extending or the groove (rectangle or trapezoidal cross-section) that vertically extends, depth of groove is not less than 5mm, width is between the 15mm to 25, development length is not less than 100mm. shear key distribution area and is not less than 30% of this plane inside wall gross area, also should be greater than 50%.
On all crest lines of case mould shear key should be set, the degree of depth is not less than 10mm, width be 10mm between the 20mm, development length is not less than 100mm, the shear key distribution length should be less than 20% of this crest line length overall on this crest line, should be greater than 50% yet.
Fig. 3, Fig. 4 are the structural representations of lattice reinforcing bar superimposed sheet 4 of the present utility model.Lattice reinforcing bar superimposed sheet 4 is top boards of assembling under casing 3, with the precast concrete flat board of cast-in-place reinforced concrete sandwich floor 2 as building (room) capping floor, dull and stereotyped carry out arrangement of reinforcement (single-layer bidirectional steel mesh reinforcement), for realizing effective the connection and co-operation between prefabricated flat board and cast-in-place surface layer and the cast-in-place girt strip according to requirement for bearing capacity.In the utility model, lattice reinforcing bar superimposed sheet 4 is had following technical improvement:
(1) is furnished with protruding bar 6 in the lattice reinforcing bar superimposed sheet 4, extend anchoring in the peripheral rib beam outside the protruding bar 6, and catch on longitudinal stress reinforcing bar 11 in the girt strip, treat girt strip concrete pouring sclerosis after, the cementation by reinforcing bar makes girt strip and lattice reinforcing bar superimposed sheet 4 stressed jointly.
(2) side along lattice reinforcing bar superimposed sheet 4 is furnished with cold rolling lattice reinforcing bar 8, and cold rolling lattice reinforcing bar is the reinforcement component with wave-like of rule, and the reinforcing bar lower edge is embedded in the lattice reinforcing bar superimposed sheet 4, winds up to combine with reinforced concrete sandwich layer 2.The lattice reinforcing bar can well combine pre-erection and cast-in-place part.The lattice reinforcing bar guarantees that floor has corresponding stiffness in the transportation of superimposed sheet, installation process, the lattice reinforcing bar also plays the effect of a part of bending resistance and shear reinforcement simultaneously, can play the effect of the support of longitudinal reinforcement in the superimposed sheet simultaneously.The lattice reinforcing bar is generally the cold rolled reinforcing bar that diameter is 4mm, generally adopts new grade III steel.Preferably be provided with on the opposite side setting or four limits of lattice reinforcing bar superimposed sheet 4.
Fig. 5, shown in Figure 6 be the structural representation of the assembling case mould after the assembling.Be made up of lattice reinforcing bar superimposed sheet 4 and open top container 5, lattice reinforcing bar superimposed sheet is the top board of assembling under casing.
Shown in Figure 7 is the structural representation of concrete dense-rib cassette ceiling of the present utility model, and wherein assembling under casing 5 is the single-unit formula, is made up of a lattice reinforcing bar superimposed sheet 4 and an open top container.Visual among the figure, be furnished with protruding bar 6 in the lattice reinforcing bar superimposed sheet 4, protruding bar extends anchoring in the peripheral rib beam outward, and catches on longitudinal stress reinforcing bar 11 in the girt strip, and girt strip 1 is stressed jointly with lattice reinforcing bar superimposed sheet 4.Reinforced concrete sandwich layer 2 forms the stressed section of T-shape with lattice reinforcing bar superimposed sheet 4 and steel concrete girt strip 1.Therefore, in the utility model, assembling case mould not only uses as template, and has as prefabricated primary structure member, realizes the double action of template and structural element.
Shown in Figure 8 is the structural representation of concrete dense-rib cassette ceiling of the present utility model, and wherein assembling case mould 3 is a multi-section type.Multi-section type assembling case mould height can be pursued higher height, be the single-unit formula can't realize that and other like products have better anti-side rigidity relatively, have resistance to overturning preferably.
Fig. 9, Figure 10 have the structural representation of the open top container of stiffening rib.
Stiffening rib comprises in-line rib, cross rib and wedge ribs, be that open top container institute is peculiar, purpose is for strengthening the bulk strength of casing, and can be to a certain extent the casing wall thickness do thinner, make whole box body lighter, can play the effect that alleviates dead load like this.
Operated by rotary motion in-line rib and cross rib on the base plate of open top container.Operated by rotary motion wedge ribs on sidewall around the open top container.
Because assembling case mould planar dimension is rectangular shape, be similarly rectangle as the open top container planar dimension of its basic composition.Cross rib 9 generally is set on the open top container base plate one, the in-line rib can be set for some special-shaped models (in the planar dimension minor face with the ratio on long limit less than 0.7).
If the casing depth of section than higher (the single-unit height is more than 300), can consider to be provided with wedge ribs 10 this moment on sidewall.
The stiffening rib breadth of section generally is not less than wall thickness or thickness of slab 2 times, and depth of section is not less than rib width.
In concrete dense-rib cassette ceiling of the prior art, common filled internal mold only uses as template, and in the utility model, assembling case mould not only uses as template, and have as prefabricated primary structure member, realize the double action of template and structural element, can save construction costs to a certain extent.The used open top container of lattice case assembling case mould can be realized higher depth of section with respect to common globality filled internal mold, and it is higher that the cassette ceiling depth of section can be done, and can realize bigger span.And adopt the assembling mounting process can reduce labour intensity, and multi-sectional assembled under casing good integrity, good stability, and have the inner support effect.Assembling case mould each several part member is prefabricated, and site operation assembling mounting process can make follow-up other operations cooperate flexibly, increases work efficiency.Because under casing articulated constuction, top board are again as primary structure member, so not only the traditional relatively internal mold deadweight of casing itself is lighter, concerning cassette ceiling, can realize the more volume hollow rate.
Claims (10)
1. an assembling monolithic devices concrete dense-rib cassette ceiling comprises: steel concrete girt strip (1), reinforced concrete sandwich layer (2), assembling case mould (3);
Described steel concrete girt strip cast-in-site between adjacent assembling case mould forms;
Described reinforced concrete sandwich layer cast-in-site above assembling case mould forms;
Described assembling case mould (3) is made up of lattice reinforcing bar superimposed sheet (4) and open top container (5), and lattice reinforcing bar superimposed sheet is the top board of open top container (5);
It is characterized in that: be furnished with protruding bar (6) in the described lattice reinforcing bar superimposed sheet (4), described protruding bar extends anchoring in the peripheral rib beam outward, and catches on longitudinal stress reinforcing bar (11) in the girt strip, and girt strip (1) is stressed jointly with lattice reinforcing bar superimposed sheet (4).
2. a kind of assembling monolithic devices concrete dense-rib cassette ceiling according to claim 1 is characterized in that: described reinforced concrete sandwich layer (2) forms the stressed section of T-shape with lattice reinforcing bar superimposed sheet (4) and steel concrete girt strip (1).
3. a kind of assembling monolithic devices concrete dense-rib cassette ceiling according to claim 1, it is characterized in that: described open top container (5) is a GRC glass fiber reinforced polymer cement products.
4. a kind of assembling monolithic devices concrete dense-rib cassette ceiling according to claim 1, it is characterized in that: described open top container (5) is all around in the sidewall plane, and all crest lines of open top container (5) are provided with shear key (7), and described shear key is along horizontal-extending or the groove that vertically extends.
5. a kind of assembling monolithic devices concrete dense-rib cassette ceiling according to claim 4, it is characterized in that: described groove has rectangle or trapezoidal cross-section.
6. a kind of assembling monolithic devices concrete dense-rib cassette ceiling according to claim 1, it is characterized in that: the side along described lattice reinforcing bar superimposed sheet (4) is furnished with cold rolling lattice reinforcing bar (8), described cold rolling lattice reinforcing bar is the reinforcement component with wave-like of rule, the reinforcing bar lower edge is embedded in the lattice reinforcing bar superimposed sheet (4), winds up to combine with reinforced concrete sandwich layer (2).
7. a kind of assembling monolithic devices concrete dense-rib cassette ceiling according to claim 6 is characterized in that: described cold rolling lattice reinforcing bar (8) is provided with along the opposite side setting or four limits of lattice reinforcing bar superimposed sheet (4).
8. a kind of assembling monolithic devices concrete dense-rib cassette ceiling according to claim 1, it is characterized in that: described assembling case mould (3) is spliced by double buckle between the described more piece open top container (5) by more piece open top container (5).
9. a kind of assembling monolithic devices concrete dense-rib cassette ceiling according to claim 1, it is characterized in that: the base plate of described open top container is provided with rod shaped rib or cross rib (9).
10. a kind of assembling monolithic devices concrete dense-rib cassette ceiling according to claim 1 is characterized in that: sidewall is provided with wedge ribs (10) around the described open top container.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200670503U CN202023281U (en) | 2011-03-15 | 2011-03-15 | Assembled integral concrete multi-ribbed hollow floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200670503U CN202023281U (en) | 2011-03-15 | 2011-03-15 | Assembled integral concrete multi-ribbed hollow floor slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202023281U true CN202023281U (en) | 2011-11-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200670503U Expired - Fee Related CN202023281U (en) | 2011-03-15 | 2011-03-15 | Assembled integral concrete multi-ribbed hollow floor slab |
Country Status (1)
| Country | Link |
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| CN (1) | CN202023281U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103029213A (en) * | 2012-12-26 | 2013-04-10 | 中南建设（沈阳）建筑产业有限公司 | Production process of automatic assembly line in factory for pre-fabricating and assembling superimposed sheet of integral structure |
| CN106948534A (en) * | 2016-01-06 | 2017-07-14 | 刘鹏 | Mesh sheet forms hollow dark contignation and technique with spacer bar cast-in-place concrete |
-
2011
- 2011-03-15 CN CN2011200670503U patent/CN202023281U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103029213A (en) * | 2012-12-26 | 2013-04-10 | 中南建设（沈阳）建筑产业有限公司 | Production process of automatic assembly line in factory for pre-fabricating and assembling superimposed sheet of integral structure |
| CN106948534A (en) * | 2016-01-06 | 2017-07-14 | 刘鹏 | Mesh sheet forms hollow dark contignation and technique with spacer bar cast-in-place concrete |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111102 Termination date: 20130315 |