CN205530892U

CN205530892U - Self -align steel mesh frame light structure box of anti come -up

Info

Publication number: CN205530892U
Application number: CN201620062957.3U
Authority: CN
Inventors: 王勇
Original assignee: Individual
Current assignee: Jilin Ruineng Building Materials Technology Co ltd
Priority date: 2016-01-22
Filing date: 2016-01-22
Publication date: 2016-08-31
Anticipated expiration: 2026-01-22

Abstract

The utility model relates to a self -align steel mesh frame light structure box of anti come -up, this box construct the built -in box construction component that cast in situ concrete hollow floor site operation when pouring used, and this box is the cube structure that comprises two identical steel mesh frame monomer make -ups stacks of structure, there is the reinforcing panel top and bottom of cube structure cartridge respectively, on the steel mesh frame monomer respectively two terminal surfaces of parallel arrangement to be down the steel mesh frame of " V " shape protruding, reinforcing panel center -band has an exhaust hole of vibrating, strengthen from top to bottom correspond between the panel exhaust vibrate the hole be provided with one with exhaust that the hole the link up pipe that vibrates that vibrates that exhausts. The utility model has the advantages of simple and reasonable structure, can put unnecessary use concrete cushion and iron wire ligature according to the construction drawing during construction, only need with thin wiring simply bind can, avoided the emergence of box come -up and horizontal displacement phenomenon, intensity of labour is little, with low costs, the construction progress is fast, the quality is controlled easily.

Description

A kind of anti-floating self-align Steelwire-mesh frame light-wt structure casing

Technical field

The one that this utility model relates to using during the cast of a kind of building cast-in-situ concrete hollow floor site operation is permanent Property built-in box body construction component, particularly relates to a kind of anti-floating self-align Steelwire-mesh frame light-wt structure casing.

Background technology

Along with social progress, the development of market economy, all kinds of new structure products and construction method pour out, material Variation is the most obvious, wherein then uses a kind of permanent in building structure construction in a kind of cast-in-place concrete hollow floor slab in a large number Property built-in casing, to reduce in part beam, post and plate concrete to reduce building comprehensive cost and to increase and use space, make structure be subject to Power is more reasonable.

The grassroot project of building industry more and more trends towards large space, Wu Liang, few rod structure at present, the most cast-in-place empty without beam Heart floor construction system, its system shows as forming one with multiple casings of level uniform interstitial spaces arrangement in cast-in-situ floor The dark beam body system formed after the grid poured in place concrete of individual space to be to bear its external load, it is to avoid original primary-secondary beam exists Underfloor exposes the effect taken up room, and has i.e. saved raw material and has increased again use space, has made the duration accelerate, and cost reduces.

Due to needs, built-in casing is arranged on hollow building during its built-in box body construction of traditional Cast-in-situ Hollow Concrete Beamless Floor Slab In the middle of the armored concrete of plate, so requiring after bottom reinforcement bars has been laid during construction, arranging by drawing, installing, admittedly Determining casing, four feet at each casing arrange cushion block simultaneously, and are fixed with bottom reinforcement bars colligation by each built-in casing with iron wire During to prevent concrete construction from pouring, built-in casing floats or the quality of horizontal displacement impact construction, simultaneously because steel flxer Making loaded down with trivial details, labor intensity is big, needs again a large amount of cushion block and Binding material cost high, and quality is difficult to control, and affects construction speed.

Summary of the invention

The purpose of this utility model is to provide for a kind of when building cast-in-situ concrete hollow floor site operation is poured into a mould The anti-floating self-align Steelwire-mesh frame light-wt structure casing used, this body structure advantages of simple, can be by construction drawing during construction Put and be required for concrete pad and iron wire colligation, only simply need to bind with thin wiring, it is to avoid casing floating and water The generation of flat offset phenomena, labor intensity is little, low cost, construction speed fast, quality is easily controlled.

The purpose of this utility model is achieved in that this casing is by two completely identical in structure steel wire net rack monomers The cube structure that make-up superposition is constituted, the top and bottom of described cube structure are fitted with enhancing panel, described steel wire respectively It is protruding that two end faces of be arrangeding in parallel respectively on frame monomer are the steel wire net rack of inverted " v ", and described enhancing face plate center is with aerofluxus Vibrate hole, be provided with one vibrate with the aerofluxus through aerofluxus in hole of vibrating strengthening the hole of vibrating of corresponding aerofluxus between panel up and down Pipe.

Described steel wire net rack monomer is the steel wire being made up of the arrangement welding of transverse steel wire and longitudinal steel wire uniform space crossings Screen frame shelf structure.

Described transverse steel wire is bending symmetrical structure, roll over successively in side respectively inwards, the two ends of transverse steel wire and have on one Quarter bend, a lower quarter bend and a " V " shape are curved, described longitudinal steel wire linear structure.

Insert after 90 ° of make-up suits of two steel wire net rack monomer opening direction corresponding rotation and strengthen panel up and down, will simultaneously Around side elevation uses sheet metal, expansion web, open net, plastics or fiber, cement class material parcel rear enclosed to be formed Steel wire frame structure casing.

This utility model has the advantages that:

1, this utility model is largely used to cast-in-place concrete hollow floor slab, decreases the use of a point beam, post, is saving material On the basis of, reduce building cost, increase use space, make structure stress more reasonable.

2, this body structure advantages of simple of this utility model, can put and without cushion block and casing by drawing is uniform during construction Location colligation, will not occur casing float and move horizontally phenomenon, also can transport construction by semi-finished product when meeting particular/special requirement On-site consolidation, labor intensity is little, low cost, construction speed fast, and quality is difficult to control.

Accompanying drawing explanation

Fig. 1 is this utility model overall structure schematic diagram.

Fig. 2 is the decomposition texture schematic diagram of this utility model Fig. 1.

Fig. 3 is this utility model steel wire net rack monomer structure schematic diagram.

Fig. 4 is the transverse steel wire structural representation on this utility model steel wire net rack monomer.

Fig. 5 is the anti-floating of this utility model casing self-align construction schematic diagram.

Fig. 6 is the another kind of version schematic diagram of this utility model case steel wire net rack monomer.

Fig. 7 is the decomposition texture schematic diagram of this utility model case Fig. 6.

Detailed description of the invention

Shown in accompanying drawing 1,2,3: a kind of anti-floating self-align Steelwire-mesh frame light-wt structure casing, this casing is by two The cube structure that completely identical in structure steel wire net rack monomer 1 make-up superposition is constituted, the top and bottom of described cube structure are divided Not being fitted with enhancing panel 2, two end faces that described steel wire net rack monomer 1 be arranged in parallel respectively are the steel wire net rack of inverted " v " Protruding 3, vibrate hole 4 with aerofluxus in described enhancing panel 2 center, arranges strengthening the hole 4 of vibrating of corresponding aerofluxus between panel 2 up and down One is had to vibrate pipe 5 with the aerofluxus through aerofluxus in hole 4 of vibrating.

Described steel wire net rack monomer 1 is to be arranged, by transverse steel wire 6 and the uniform space crossings of longitudinal steel wire 7, the steel that welding is constituted Wire frame structure.

Shown in accompanying drawing 4: described transverse steel wire 6 is bending symmetrical structure, at the two ends of transverse steel wire 6 respectively inwards Side is rolled over successively upper quarter bend 6-1, a lower quarter bend 6-2 and a curved 6-3 of " V " shape, described longitudinal steel wire 7 straight line Structure.

Enhancing panel 2 up and down is inserted, simultaneously after 90 ° of make-up suits of two steel wire net rack monomer 1 opening direction corresponding rotation Around sheet metal, expansion web, open net, plastics or wrap ping material rear enclosed will be used to form steel wire by side elevation Grid structure casing.

Shown in accompanying drawing 5: during the self-align construction of the anti-floating of this utility model casing, by steel bar stress lower net plate by protection Layer is fixed on construction formwork after requiring shimming, then by design requirement uniform being spaced, casing is arranged on steel bar stress On lower net plate, and by protruding for the following steel wire net rack of steel wire net rack monomer 13 use wiring colligations on steel bar stress lower net plate, then Steel bar stress upper net plate is laid, then uses wiring colligation in stress the steel wire net rack of steel wire net rack monomer 1 upper end protruding 3 On reinforcing bar upper net plate, the most both can realize the location of utility model casing, owing to the steel wire net rack on steel wire net rack monomer 1 is protruding 3 structures, it is ensured that casing will not occur change in location when concreting.

During distant between building site and factory, transporting for convenience, this utility model steel wire net rack monomer 1 can Without steel wire net rack projection 3, to facilitate overlapping transport, to be made into version as shown in Figures 6 and 7 at the construction field (site) Make steel wire net rack protruding 3 after afterwards top and bottom, left-right and front-back side being closed separately and that its correspondence is fixed on Fig. 6 is upper and lower On two sides.

Claims

1. an anti-floating self-align Steelwire-mesh frame light-wt structure casing, it is characterised in that: this casing is complete by two structures The cube structure that identical steel wire net rack monomer (1) make-up superposition is constituted, the top and bottom of described cube structure plug-in mounting respectively Having be arranged in parallel the most respectively two end faces of enhancing panel (2), described steel wire net rack monomer (1) is the steel wire net rack of inverted " v " Protruding (3), vibrate hole (4) with aerofluxus, shake strengthening corresponding aerofluxus between panel (2) up and down in described enhancing panel (2) center Smash hole (4) to be provided with one and vibrate pipe (5) with the aerofluxus through aerofluxus in hole (4) of vibrating.

The anti-floating of one the most according to claim 1 self-align Steelwire-mesh frame light-wt structure casing, it is characterised in that: described Steel wire net rack monomer (1) is to be arranged, by transverse steel wire (6) and longitudinal steel wire (7) uniform space crossings, the steel wire screen frame that welding is constituted Shelf structure.

The anti-floating of one the most according to claim 2 self-align Steelwire-mesh frame light-wt structure casing, it is characterised in that: described Transverse steel wire (6) be bending symmetrical structure, roll over successively in the side respectively inwards, two ends of transverse steel wire (6) and have a upper quarter bend (6-1), a lower quarter bend (6-2) and a " V " shape curved (6-3), described longitudinal steel wire (7) linear structure.

The anti-floating of one the most according to claim 1 self-align Steelwire-mesh frame light-wt structure casing, it is characterised in that: two Insert after 90 ° of make-ups of steel wire net rack monomer (1) opening direction corresponding rotation suit and strengthen panel (2) up and down, simultaneously will front and back, a left side Right side facade uses sheet metal, expansion web, open net, plastics or fiber, cement class material parcel rear enclosed to form steel wire Shelf structure casing.