CN215859055U

CN215859055U - Double-deck cast-in-place structure die carrier is striden with height to construction

Info

Publication number: CN215859055U
Application number: CN202122428990.7U
Authority: CN
Inventors: 赵建会
Original assignee: Individual
Current assignee: Individual
Priority date: 2021-10-09
Filing date: 2021-10-09
Publication date: 2022-02-18
Anticipated expiration: 2031-10-09

Abstract

The utility model discloses a high-low span double-layer cast-in-place structure formwork for building construction, which comprises a bottom plate, wherein a quick-release structure is arranged on the upper side of the bottom plate; quick detach structure includes a plurality of pole setting and a plurality of horizontal pole, a plurality of locating hole has been seted up to horizontal pole one side equidistance, pole setting inside wall equidistance is fixed with a plurality of mount, first spout has been seted up to mount inside, the inboard sliding connection of first spout has the slider, a plurality of lock tooth and locating hole have been seted up in pole setting and the horizontal pole surface equidistance that is used for supporting fixed die carrier, make things convenient for workman fixed connection pole setting and horizontal pole, avoid the workman to need manual measurement when fixed, adjust adjacent pole setting and horizontal pole distance, when needs dismantle, only need press the push pedal, the lock tooth leaves the locating hole this moment, split pole setting and horizontal pole that can be very convenient, just can split pole setting and horizontal pole after avoiding the workman to dismantle a plurality of bolts, workman's working strength has been reduced, workman's work efficiency has been improved.

Description

Double-deck cast-in-place structure die carrier is striden with height to construction

Technical Field

The utility model relates to the technical field of high-low span formwork, in particular to a high-low span double-layer cast-in-place structure formwork for building construction.

Background

At present, in order to meet the requirement of green construction, the design height difference between an underground garage and a tower roof of a large-scale public building and high-rise residential engineering is generally about 1-2 meters, a high-low span connection form is formed, most of existing high-low span frameworks are supported and fixed by using scaffolds, and when the scaffolds are built, most of existing high-low span frameworks use bolts to fix vertical rods and cross rods of the scaffolds, so that workers need to disassemble a plurality of bolts when dismounting the scaffolds, the working efficiency of the workers is low, and therefore, the high-low span double-layer cast-in-place structural framework for building construction is provided.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a high-low span double-layer cast-in-place structure formwork for building construction, which aims to solve the problem that in the background technology, workers need to disassemble a plurality of bolts when disassembling and assembling a scaffold, so that the working efficiency of the workers is low.

In order to achieve the purpose, the utility model provides the following technical scheme: a high-low span double-layer cast-in-place structure formwork for building construction comprises a bottom plate, wherein a quick-release structure is arranged on the upper side of the bottom plate;

quick detach structure includes a plurality of pole setting and a plurality of horizontal pole, a plurality of locating hole has been seted up to horizontal pole one side equidistance, pole setting inside wall equidistance is fixed with a plurality of mount, the inside first spout of having seted up of mount, the inboard sliding connection of first spout has the slider, slider one side is fixed with the lock tooth, sliding connection has been seted up in the second spout of lock tooth one side to mount and pole setting one side, the one end activity of lock tooth inserts in the inboard of locating hole, one side that the lock tooth was kept away from to the slider is equipped with the deflector, pole setting one side activity is run through there is the release lever, release lever one side is fixed with the stopper of sliding connection in deflector one side.

As further preferable in the present technical solution: the fixing frame is characterized in that one side of the fixing frame is provided with a limiting groove matched with the limiting block, and one side, away from the limiting block, of the release lever is fixed with a push plate.

As further preferable in the present technical solution: a limiting plate abutting against the bottom of the positioning hole is fixed on one side of the vertical rod, and a second spring is connected between one side of the sliding block and one side of the first sliding groove.

As further preferable in the present technical solution: a first spring is connected between one side of the push plate and the outer side of the vertical rod, and the bottom of the vertical rod is fixed at the top of the bottom plate.

As further preferable in the present technical solution: the high-span cantilever beam plate structure is fixed on one side of the top of the bottom plate, the high-span cantilever beam plate structure is arranged on one side of the top of the high-span cantilever beam plate structure, and a high-span beam plate template is arranged on the lower side of the high-span beam plate structure.

As further preferable in the present technical solution: one side of the high-span beam plate structure is connected with an inclined-span beam plate structure, and an inclined-span beam plate template is arranged on the lower side of the inclined-span beam plate structure.

As further preferable in the present technical solution: the inclined span beam plate structure is characterized in that one side of the inclined span beam plate structure is connected with a low span beam plate structure, a low span beam plate template is arranged on the lower side of the low span beam plate structure, one side of the low span beam plate template is connected with a low span cantilever beam plate structure fixed on one side of the bottom plate, and the bottoms of the high span beam plate template, the inclined span beam plate template and the low span beam plate template are connected with a plurality of battens which are butted on one side of the top of the vertical rod.

Compared with the prior art, the utility model has the beneficial effects that:

a plurality of lock tooth and locating hole have been seted up to pole setting and horizontal pole surface equidistance for supporting fixed die carrier, make things convenient for workman fixed connection pole setting and horizontal pole, avoid the workman to need manual measurement when fixed, adjust adjacent pole setting and horizontal pole distance, when needs are dismantled, only need press the push pedal, the lock tooth leaves the locating hole this moment, split pole setting and horizontal pole that can be very convenient, just can split pole setting and horizontal pole after avoiding the workman need dismantle a plurality of bolts, the working strength of the workman has been reduced, the work efficiency of the workman has been improved.

Drawings

FIG. 1 is a schematic front view of the present invention;

FIG. 2 is a schematic view of the structure of region A in FIG. 1 according to the present invention;

FIG. 3 is a schematic view of a quick release structure according to the present invention;

figure 4 is a schematic perspective view of the vertical rod of the present invention;

fig. 5 is a schematic perspective view of the cross bar of the present invention.

In the figure: 1. a base plate; 2. a quick release structure; 21. erecting a rod; 22. a cross bar; 23. positioning holes; 24. locking teeth; 25. a limiting plate; 26. a guide plate; 27. a limiting block; 28. a limiting groove; 29. a release lever; 210. pushing the plate; 211. a first spring; 212. a slider; 213. a first chute; 214. a second spring; 215. a fixed mount; 216. a second chute; 3. a high span cantilever beam plate structure; 4. wood block; 5. a high span beam plate structure; 6. a high-span beam slab formwork; 7. an inclined span beam slab structure; 8. an inclined span beam plate template; 9. a low span beam plate structure; 10. a low span beam slab form; 11. low span cantilever beam plate structure.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

Examples

Referring to fig. 1-5, the present invention provides a technical solution: a high-low span double-layer cast-in-place structure formwork for building construction comprises a base plate 1, wherein a quick-release structure 2 is arranged on the upper side of the base plate 1;

the quick-release structure 2 comprises a plurality of upright posts 21 and a plurality of cross rods 22, a plurality of positioning holes 23 are equidistantly formed in one side of each cross rod 22, a plurality of fixing frames 215 are equidistantly fixed on the inner side wall of each upright post 21, first sliding grooves 213 are formed in the fixing frames 215, sliding blocks 212 are connected to the inner sides of the first sliding grooves 213 in a sliding manner, locking teeth 24 are fixed on one sides of the sliding blocks 212, second sliding grooves 216 connected to one sides of the locking teeth 24 in a sliding manner are formed in one sides of the fixing frames 215 and the upright posts 21, one ends of the locking teeth 24 are movably inserted into the inner sides of the positioning holes 23, guide plates 26 are arranged on one sides of the sliding blocks 212 far away from the locking teeth 24, release rods 29 are movably penetrated through one sides of the upright posts 21, limiting blocks 27 connected to one sides of the guide plates 26 in a sliding manner are fixed on one sides of the release rods 29, a plurality of locking teeth 24 and positioning holes 23 are equidistantly formed in the surfaces of the upright posts 21 and the cross rods 22 for supporting and fixing a mold frame, so that workers can fixedly connect the upright posts 21 and the cross rods 22, avoid the workman to need manual measurement when fixed, adjust adjacent pole setting 21 and horizontal pole 22 distance, when needs are dismantled, only need press push pedal 210, lock tooth 24 leaves locating hole 23 this moment, split pole setting 21 and horizontal pole 22 that can be very convenient avoid the workman to need dismantle could split pole setting 21 and horizontal pole 22 behind a plurality of bolts, reduced workman's working strength, improved workman's work efficiency.

In this embodiment, specifically: the fixing frame 215 is provided with a limiting groove 28 adapted to the limiting block 27 at one side, the release lever 29 is fixed with a push plate 210 at the side far away from the limiting block 27, and the limiting groove 28 prevents the limiting block 27 from falling off.

In this embodiment, specifically: a limiting plate 25 abutting against the bottom of the positioning hole 23 is fixed on one side of the upright rod 21, a second spring 214 is connected between one side of the slider 212 and one side of the first sliding groove 213, and the second spring 214 is used for providing an elastic force for locking the slider 212.

In this embodiment, specifically: a first spring 211 is connected between one side of the push plate 210 and the outer side of the upright 21, the bottoms of the upright 21 are fixed on the top of the bottom plate 1, and workers fix the upright 21 on the surface of the bottom plate 1 through bolts.

In this embodiment, specifically: one side of the top of the bottom plate 1 is fixed with a high-span cantilever beam plate structure 3, one side of the top of the high-span cantilever beam plate structure 3 is provided with a high-span beam plate structure 5, the lower side of the high-span beam plate structure 5 is provided with a high-span beam plate template 6, and the surface of the high-span beam plate template 6 is used for pouring concrete.

In this embodiment, specifically: the high beam slab structure 5 one side of striding is connected with striding beam slab structure 7 to one side, strides the beam slab structure 7 downside to one side and is equipped with striding beam slab form 8 to one side, strides beam slab form 8 to one side and is used for connecting high beam slab form 6 and low beam slab form 10 for concrete placement is more steady.

In this embodiment, specifically: lean on a beam slab structure 7 one side and be connected with low span beam slab structure 9, low span beam slab structure 9 downside is equipped with low span beam slab template 10, and low span beam slab template 10 one side is connected with the low span cantilever beam slab structure 11 that is fixed in bottom plate 1 one side, and the bottom of high span beam slab template 6, lean on a beam slab template 8 and low span beam slab template 10 is connected with a plurality of and contradicts in the flitch 4 of pole setting 21 top one side, and flitch 4 is used for connecting high low span and pole setting 21.

The working principle is as follows: when the device is used, the upright rod 21 with the locking teeth 24 equidistantly arranged on the surface of a worker and the cross rod 22 with the positioning holes 23 equidistantly arranged on the surface of the bottom plate 1 are placed on the surface of the bottom plate 1, the spacing distance between the locking teeth 24 is equal to the spacing distance between the positioning holes 23, so that the worker can fix the upright rod 21 and the cross rod 22 conveniently, the worker firstly fixes the upright rod 21 on the surface of the bottom plate 1 through screws, at the moment, the worker places the positioning holes 23 on one side of the cross rod 22 on the surface of the limiting plate 25 on one side of the upright rod 21 and pushes the inner sides of the locking teeth 24 towards one side of the upright rod 21, so that the locking teeth 24 are inserted into the positioning holes 23, under the action of the second spring 214, the locking teeth 24 tightly clamp the positioning holes 23 on the surface of the limiting plate 25, when the cross rod 22 needs to be taken down, the worker only needs to press the push plate 210 to enable the release lever 29 to drive the limiting blocks 27 to abut against the guide plate 26, so that the slider 212 compresses the second spring 214, and the locking teeth 24 leave the positioning holes 23 at the same time of the second spring 214, the vertical rods 21 and the cross rods 22 can be conveniently separated.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a double-deck cast-in-place structure die carrier is striden with height to construction, includes bottom plate (1), its characterized in that: the upper side of the bottom plate (1) is provided with a quick-release structure (2);

the quick-release structure (2) comprises a plurality of upright rods (21) and a plurality of cross rods (22), a plurality of positioning holes (23) are arranged on one side of the cross rod (22) at equal intervals, a plurality of fixing frames (215) are fixed on the inner side wall of the upright rod (21) at equal intervals, a first sliding groove (213) is arranged in the fixed frame (215), a sliding block (212) is connected to the inner side of the first sliding groove (213) in a sliding manner, one side of the sliding block (212) is fixed with a locking tooth (24), one side of the fixed frame (215) and one side of the upright rod (21) are provided with a second sliding groove (216) which is connected with one side of the locking tooth (24) in a sliding way, one end of the locking tooth (24) is movably inserted into the inner side of the positioning hole (23), a guide plate (26) is arranged on one side of the sliding block (212) far away from the locking teeth (24), a release lever (29) is movably arranged on one side of the vertical rod (21) in a penetrating manner, and a limit block (27) which is connected to one side of the guide plate (26) in a sliding manner is fixed on one side of the release lever (29).

2. The high-low span double-layer cast-in-place structure formwork for building construction according to claim 1, wherein: a limiting groove (28) matched with the limiting block (27) is formed in one side of the fixing frame (215), and a push plate (210) is fixed on one side, far away from the limiting block (27), of the release lever (29).

3. The high-low span double-layer cast-in-place structure formwork for building construction according to claim 1, wherein: a limiting plate (25) abutting against the bottom of the positioning hole (23) is fixed on one side of the vertical rod (21), and a second spring (214) is connected between one side of the sliding block (212) and one side of the first sliding groove (213).

4. The high-low span double-layer cast-in-place structure formwork for building construction according to claim 2, wherein: a first spring (211) is connected between one side of the push plate (210) and the outer side of the vertical rod (21), and the bottoms of the vertical rods (21) are fixed on the top of the bottom plate (1).

5. The high-low span double-layer cast-in-place structure formwork for building construction according to claim 1, wherein: the high-span cantilever beam plate structure is characterized in that a high-span cantilever beam plate structure (3) is fixed on one side of the top of the bottom plate (1), a high-span beam plate structure (5) is arranged on one side of the top of the high-span cantilever beam plate structure (3), and a high-span beam plate template (6) is arranged on the lower side of the high-span beam plate structure (5).

6. The high-low span double-layer cast-in-place structure formwork for building construction according to claim 5, wherein: one side of the high-span beam plate structure (5) is connected with an inclined-span beam plate structure (7), and an inclined-span beam plate template (8) is arranged on the lower side of the inclined-span beam plate structure (7).

7. The high-low span double-layer cast-in-place structure formwork for building construction according to claim 6, wherein: the inclined span beam plate structure is characterized in that one side of the inclined span beam plate structure (7) is connected with a low span beam plate structure (9), a low span beam plate template (10) is arranged on the lower side of the low span beam plate structure (9), one side of the low span beam plate template (10) is connected with a low span cantilever beam plate structure (11) fixed on one side of the bottom plate (1), and the bottoms of the high span beam plate template (6), the inclined span beam plate template (8) and the low span beam plate template (10) are connected with a plurality of battens (4) which are abutted to one side of the top of the vertical rod (21).