CN105507483A - Anti-upward floating self-positioning steel mesh frame light structure box - Google Patents
Anti-upward floating self-positioning steel mesh frame light structure box Download PDFInfo
- Publication number
- CN105507483A CN105507483A CN201610048166.XA CN201610048166A CN105507483A CN 105507483 A CN105507483 A CN 105507483A CN 201610048166 A CN201610048166 A CN 201610048166A CN 105507483 A CN105507483 A CN 105507483A
- Authority
- CN
- China
- Prior art keywords
- steel wire
- mesh frame
- exhaust
- steel mesh
- box
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/24—Elements for building-up floors, ceilings, roofs, arches, or beams
- E04C1/34—Elements for building-up floors, ceilings, roofs, arches, or beams designed for use as filling elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2103/00—Material constitution of slabs, sheets or the like
- E04B2103/02—Material constitution of slabs, sheets or the like of ceramics, concrete or other stone-like material
Abstract
The invention relates to an anti-upward floating self-positioning steel mesh frame light structure box. The box is an internally-arranged box construction element which is used in building cast-in-place concrete hollow floor slab site construction pouring and is of a cubic structure which is formed by mutually buckling and overlaying two steel mesh frame monomers with the identical structures, the upper surface and the lower surface of the cubic structure are each provided with a reinforced panel in an inserting mode, each steel mesh frame monomer is provided with two steel mesh frame protrusions with the inverted-V-shaped end faces in parallel, the center of each reinforced panel is provided with an exhaust vibrating hole, and an exhaust vibrating pipe communicated with the exhaust vibrating holes is arranged at the position, corresponding to the exhaust vibrating holes, between the upper reinforced panel and the lower reinforced panel. According to the anti-upward floating self-positioning steel mesh frame light structure box, the structure is simple and reasonable, the box can be placed according to construction drawings without needing to be bound by using concrete cushion blocks and iron wires and only needs to be simply bound by thin binding wires when construction is performed, the upward box floating and horizontal displacement phenomena are prevented from occurring, the labor intensity is low, the cost is low, the construction progress is fast, and the quality is easy to control.
Description
Technical field
The one permanent built-in box body construction component used when the present invention relates to the cast of a kind of building cast-in-situ concrete hollow floor site operation, relates to a kind of anti-floating self-align Steelwire-mesh frame light-wt structure casing specifically.
Background technology
Along with social progress, the development of market economy, all kinds of new structure product and construction method pour out, material variation is also day by day obvious, wherein then adopt a kind of permanent built-in casing in a large number in a kind of cast-in-place concrete hollow floor slab in building structure construction, reduce building comprehensive cost to reduce concrete in part beam, post and plate and increase usage space, making structure stress more reasonable.
The grassroot project of current builing industry more and more trends towards large space, Wu Liang, few rod structure, i.e. Cast-in-situ Hollow Concrete Beamless Floor Slab structural system, the dark beam system that its system is formed after showing as and form a space grid poured in place concrete with multiple casings of level uniform interstitial spaces arrangement in cast-in-situ floor bears its external load, avoid original primary-secondary beam and expose the effect taken up room at underfloor, namely save raw material and in turn increase usage space, duration is accelerated, and cost reduces.
Owing to needing built-in casing to be arranged in the middle of the steel concrete of cassette ceiling during its built-in box body construction of traditional Cast-in-situ Hollow Concrete Beamless Floor Slab, so require after bottom reinforcement bars has been laid during construction, arrange by drawing, install, static housing, cushion block is set at four pin of each casing simultaneously, and built-in casing floats or horizontal movement affects the quality of constructing when each built-in casing and bottom reinforcement bars colligation being fixed to prevent concrete construction from building with iron wire, simultaneously because reinforcing bar binding work is loaded down with trivial details, labour intensity is large, need again a large amount of cushion block and Binding material cost high, quality is difficult to control, affect construction speed.
Summary of the invention
The object of the invention is to provide a kind of anti-floating self-align Steelwire-mesh frame light-wt structure casing used when pouring into a mould for building cast-in-situ concrete hollow floor site operation, this body structure advantages of simple, can put by construction drawing during construction and need not use concrete pad and iron wire colligation, only simply need bind with thin wiring, avoid the generation of casing floating and horizontal displacement phenomenon, labour intensity is little, cost is low, construction speed is fast, quality easily controls.
The object of the present invention is achieved like this, this casing superposes by two structure identical steel wire net rack monomer make-ups the cube structure formed, the top and bottom of described cube structure are fitted with enhancing panel respectively, two end faces that described steel wire net rack monomer be arranged in parallel are respectively the steel wire net rack projection of " V " shape, described enhancing face plate center to be vibrated hole with exhaust, is provided with an exhaust through with being vented hole of vibrating and vibrates and manage strengthening the hole of vibrating of corresponding exhaust between panel up and down.
Described steel wire net rack monomer arranges the gauze wire cloth frame construction of welding and forming by transverse steel wire and the uniform space crossings of longitudinal steel wire.
Described transverse steel wire is bending symmetrical structure, roll over successively respectively to inner side at the two ends of transverse steel wire and have quarter bend on, a lower quarter bend and " V " shape curved, described longitudinal steel wire linear structure.
After two steel wire net rack monomer opening direction corresponding rotation, 90 ° of make-up suits, insertion strengthens panel up and down, all around side elevation is adopted metal sheet roof covering, expansion web, open net, plastics or fiber, cement class material parcel rear enclosed formation steel wire frame structure casing simultaneously.
The present invention has the following advantages and good effect:
1, the present invention is in a large number for cast-in-place concrete hollow floor slab, decreases the use of a point beam, post, on the basis of saving material, reduces building cost, increases usage space, make structure stress more reasonable.
2, this body structure advantages of simple of the present invention, can put by drawing is uniform and locates colligation without cushion block and casing during construction, casing can not be there is float and move horizontally phenomenon, when meeting particular/special requirement also can semiproduct to be transported to job site assembled, labour intensity is little, cost is low, construction speed is fast, and quality is difficult to control.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present invention.
Fig. 2 is the decomposition texture schematic diagram of Fig. 1 of the present invention.
Fig. 3 is steel wire net rack monomer structure schematic diagram of the present invention.
Fig. 4 is the transverse steel wire structural representation on steel wire net rack monomer of the present invention.
Fig. 5 is the self-align construction schematic diagram of the anti-floating of casing of the present invention.
Fig. 6 is the another kind of form of structure schematic diagram of case steel wire net rack monomer of the present invention.
Fig. 7 is the decomposition texture schematic diagram of case Fig. 6 of the present invention.
Detailed description of the invention
Shown in accompanying drawing 1,2,3: the self-align steel wire net rack of a kind of anti-floating
lightweightstructure casing, this casing superposes by two structure identical steel wire net rack monomer 1 make-ups the cube structure formed, the top and bottom of described cube structure are fitted with respectively and strengthen panel 2, two end faces that described steel wire net rack monomer 1 be arranged in parallel are respectively the steel wire net rack projection 3 of " V " shape, vibrating hole 4 with exhaust in described enhancing panel 2 center, is provided with an exhaust through with being vented hole 4 of vibrating and vibrates pipe 5 strengthening the hole 4 of vibrating of corresponding exhaust between panel 2 up and down.
Described steel wire net rack monomer 1 arranges the gauze wire cloth frame construction of welding and forming by transverse steel wire 6 and the uniform space crossings of longitudinal steel wire 7.
Shown in accompanying drawing 4: described transverse steel wire 6 is bending symmetrical structure, roll over successively respectively to inner side at the two ends of transverse steel wire 6 and have quarter bend 6-1 on, lower quarter bend 6-2 and the curved 6-3 of " V " shape, described longitudinal steel wire 7 linear structure.
Insert after two steel wire net rack monomer 1 opening direction corresponding rotation, 90 ° of make-up suits and strengthen panel 2 up and down, adopt metal sheet roof covering, expansion web, open net, plastics or wrap ping material rear enclosed to form steel wire frame structure casing all around side elevation simultaneously.
Shown in accompanying drawing 5: during the self-align construction of the anti-floating of casing of the present invention, by steel bar stress lower net plate by being fixed on construction formwork after topping requirement shimming, then casing is arranged on steel bar stress lower net plate by uniform being spaced of designing requirement, and use wiring colligation on steel bar stress lower net plate the steel wire net rack below steel wire net rack monomer 1 protruding 3, again steel bar stress upper net plate is laid, use wiring colligation on steel bar stress upper net plate the steel wire net rack of steel wire net rack monomer 1 upper end protruding 3 again, so both can realize the location of utility model casing, due to protruding 3 structures of the steel wire net rack on steel wire net rack monomer 1, ensure that casing change in location can not occur when concreting.
During distant between building site and factory, conveniently transport, steel wire net rack monomer 1 of the present invention can without steel wire net rack projection 3, to facilitate overlapping transport, make steel wire net rack protruding 3 separately after carrying out closing to top and bottom, left-right and front-back side after being made into form of structure as shown in Figures 6 and 7 at the construction field (site) and its correspondence is fixed on Fig. 6 upper and lower surface.
Claims (4)
1. an anti-floating self-align Steelwire-mesh frame light-wt structure casing, it is characterized in that: this casing superposes by two structure identical steel wire net rack monomer (1) make-ups the cube structure formed, the top and bottom of described cube structure are fitted with respectively and strengthen panel (2), two end faces that be arranged in parallel respectively above described steel wire net rack monomer (1) are the steel wire net rack projection (3) of " V " shape, to vibrate hole (4) with exhaust in described enhancing panel (2) center, be provided with one and vibrate manage (5) with the exhaust through exhaust in hole (4) of vibrating strengthening between panel (2) corresponding exhaust hole (4) of vibrating up and down.
2. the anti-floating of one according to claim 1 self-align Steelwire-mesh frame light-wt structure casing, is characterized in that: described steel wire net rack monomer (1) arranges the gauze wire cloth frame construction of welding and forming by transverse steel wire (6) and the uniform space crossings of longitudinal steel wire (7).
3. the anti-floating of one according to claim 2 self-align Steelwire-mesh frame light-wt structure casing, it is characterized in that: described transverse steel wire (6) is bending symmetrical structure, roll over successively respectively to inner side at the two ends of transverse steel wire (6) and have upper quarter bend (6-1), a lower quarter bend (6-2) and " V " shape curved (6-3), described longitudinal steel wire (7) linear structure.
4. the anti-floating of one according to claim 1 self-align Steelwire-mesh frame light-wt structure casing, it is characterized in that: after two steel wire net rack monomer (1) opening direction corresponding rotation, 90 ° of make-up suits, insertion strengthens panel (2) up and down, all around side elevation is adopted metal sheet roof covering, expansion web, open net, plastics or fiber, cement class material parcel rear enclosed formation steel wire frame structure casing simultaneously.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610048166.XA CN105507483A (en) | 2016-01-25 | 2016-01-25 | Anti-upward floating self-positioning steel mesh frame light structure box |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610048166.XA CN105507483A (en) | 2016-01-25 | 2016-01-25 | Anti-upward floating self-positioning steel mesh frame light structure box |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105507483A true CN105507483A (en) | 2016-04-20 |
Family
ID=55715757
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610048166.XA Pending CN105507483A (en) | 2016-01-25 | 2016-01-25 | Anti-upward floating self-positioning steel mesh frame light structure box |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105507483A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926823A (en) * | 2016-06-24 | 2016-09-07 | 浙江正合建筑网模有限公司 | Cavity mesh formwork member |
| CN105952047A (en) * | 2016-06-01 | 2016-09-21 | 丁艳涛 | Assembly type steel net cage filling body |
| CN105971198A (en) * | 2016-06-24 | 2016-09-28 | 浙江正合建筑网模有限公司 | Cavity net mold component |
| CN107035051A (en) * | 2016-07-29 | 2017-08-11 | 王清 | A kind of box Cavity structural member of cast-in-situ hollow building roof filling |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4495744A (en) * | 1981-05-18 | 1985-01-29 | Heinz Carl | Displacement body |
| CN101082242A (en) * | 2003-09-26 | 2007-12-05 | 邱则有 | Cavity mould component |
| CN203977666U (en) * | 2014-04-30 | 2014-12-03 | 王本淼 | A kind of cast-in-situ hollow building roof with steel mesh and polyphenyl piece combination framework pore-forming |
| CN205475996U (en) * | 2016-01-25 | 2016-08-17 | 王勇 | Self -align steel mesh frame light structure box of anti come -up |
| CN205530892U (en) * | 2016-01-22 | 2016-08-31 | 王勇 | Self -align steel mesh frame light structure box of anti come -up |
-
2016
- 2016-01-25 CN CN201610048166.XA patent/CN105507483A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4495744A (en) * | 1981-05-18 | 1985-01-29 | Heinz Carl | Displacement body |
| CN101082242A (en) * | 2003-09-26 | 2007-12-05 | 邱则有 | Cavity mould component |
| CN203977666U (en) * | 2014-04-30 | 2014-12-03 | 王本淼 | A kind of cast-in-situ hollow building roof with steel mesh and polyphenyl piece combination framework pore-forming |
| CN205530892U (en) * | 2016-01-22 | 2016-08-31 | 王勇 | Self -align steel mesh frame light structure box of anti come -up |
| CN205475996U (en) * | 2016-01-25 | 2016-08-17 | 王勇 | Self -align steel mesh frame light structure box of anti come -up |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105952047A (en) * | 2016-06-01 | 2016-09-21 | 丁艳涛 | Assembly type steel net cage filling body |
| CN105926823A (en) * | 2016-06-24 | 2016-09-07 | 浙江正合建筑网模有限公司 | Cavity mesh formwork member |
| CN105971198A (en) * | 2016-06-24 | 2016-09-28 | 浙江正合建筑网模有限公司 | Cavity net mold component |
| CN107035051A (en) * | 2016-07-29 | 2017-08-11 | 王清 | A kind of box Cavity structural member of cast-in-situ hollow building roof filling |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
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Application publication date: 20160420 |