CN218990617U

CN218990617U - Assembled superimposed sheet for building engineering

Info

Publication number: CN218990617U
Application number: CN202223124124.XU
Authority: CN
Inventors: 朱永光
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-11-23
Filing date: 2022-11-23
Publication date: 2023-05-09
Anticipated expiration: 2032-11-23

Abstract

The utility model relates to the technical field of assembled building and discloses an assembled laminated plate for building engineering, which comprises a plate body, wherein a plurality of bent inserts and straight inserts are arranged in the plate body, hollow pipes are fixed at two ends of each straight insert, and adjusting rods are respectively arranged in the hollow pipes in a sliding manner.

Description

Assembled superimposed sheet for building engineering

Technical Field

The utility model relates to the technical field of assembled buildings, in particular to an assembled laminated slab for a building engineering.

Background

The assembled building is formed by transferring a large amount of field operation work in the traditional building mode to a factory, processing and manufacturing building components and accessories (such as floors, wallboards, stairs, balconies and the like) in the factory, transporting to a building construction site, and assembling and installing the building on site in a reliable connection mode.

The laminated slab is an important component in the assembled building, the four sides of the existing laminated slab are symmetrically provided with bent inserts and direct inserts respectively, wherein the bent inserts enable two adjacent laminated slabs to be connected, a slab is formed between the two adjacent laminated slabs, concrete is poured on the laminated slab and the slab again in the later stage, the direct inserts are used for being inserted into a reinforcement cage, and the direct inserts can be fixed in the concrete when the reinforcement cage is poured.

The existing laminated slab assembly process is generally divided into two types, one type is that firstly, after the reinforcement cage is bound, the laminated slab is installed, and the other type is that firstly, after the laminated slab is assembled, the reinforcement cage is bound and is bound reversely, for the former type, the reinforcement cage is bound conveniently, but the normal assembly of the laminated slab can be influenced by the extending direct insertion, the existing operation mode is that constructors directly insert the exposed direct insertion into the bending mode through the hollow steel pipe, after the assembly, the bending reset is carried out, the exposed direct insertion is bent for a plurality of times in the process, the direct insertion strength is influenced, a plurality of direct insertion is carried out on the other laminated slab, and the labor burden and the construction period of the constructors are obviously increased in the process of the repeated bending.

Disclosure of Invention

Aiming at the defects of the prior art, the utility model provides an assembled laminated plate for construction engineering, which has the advantages that the straight insertion can be adjusted in the process of assembling the laminated plate, so that the normal assembly is not affected, and construction staff is not required to repeatedly bend the straight insertion.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the assembled laminated slab for the building engineering comprises a slab body, wherein a plurality of bent inserts and straight inserts are arranged in the slab body, hollow pipes are fixed at two ends of each straight insert, and adjusting rods are respectively and slidably arranged in the hollow pipes.

Preferably, the inner diameter of the hollow tube is slightly larger than the outer diameter of the adjusting rod, and the hollow tube is obliquely arranged.

Preferably, the top of the plate body is a rough surface, and the bottom of the plate body is a smooth surface.

Preferably, keels are symmetrically arranged at the top of the plate body, and a plurality of steel trusses are welded between the keels.

Preferably, a plurality of pouring holes are formed in the rough surface of the plate body.

In summary, the utility model has the following beneficial effects:

this assembled superimposed sheet for building engineering will adjust the pole and accomodate in the hollow tube to the in-process that assembles the plate body, will adjust the pole again after the assembly and stretch out in the steel reinforcement cage to do not influence the normal assembly of plate body, improve the efficiency of construction, and can not buckle repeatedly to adjusting the pole, pour the steel reinforcement cage in the later stage, in concrete can flow into the hollow tube, make the hollow tube, the plate body, adjust and mutually fixed between pole and the steel reinforcement cage, can play the effect of originally directly inserting equally.

Drawings

FIG. 1 is a schematic diagram of the overall structure of the present utility model;

FIG. 2 is a schematic side view of the present utility model;

fig. 3 is a schematic diagram of the front cross-sectional structure of the present utility model.

Wherein: 1. a plate body; 2. bending and inserting; 3. directly inserting; 4. an adjusting rod; 5. a hollow tube; 6. a keel; 7. a steel truss; 8. and pouring holes.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Referring to fig. 1-3, an assembled laminated slab for construction engineering includes a slab body 1, wherein a plurality of bent inserts and straight inserts 3 perpendicular to each other are fixed in the slab body 1, hollow tubes 5 are fixed on both sides of the straight inserts 3, and an adjusting rod 4 is slidably mounted in the hollow tubes 5.

Through the technical scheme, for the assembly mode of binding the reinforcement cage earlier, firstly, stretch into the inside of hollow tube 5 with adjusting pole 4 for the tip of adjusting pole 4 is parallel and level with plate body 1 edge, afterwards, reach appointed position with plate body 1 handling through handling equipment, and guarantee that plate body 1 is close to reinforcement cage position department and stretches out about a centimetre slightly, the inside of stretching out the reinforcement cage with adjusting pole 4 that will accomodate in hollow tube 5 after the location is ended, generally stretch out the intermediate position of reinforcement cage, realize the assembly to whole plate body 1, pour the concrete in the in-process reinforcement cage position department of follow-up pouring, fix into whole with adjusting pole 4 and concrete and reinforcement cage that stretches out, and part concrete then can enter into hollow tube 5, realize adjusting pole 4 and hollow tube 5's fixed, need not buckle to adjusting pole 4 many times in this process, thereby do not influence the hardness of adjusting pole 4, reduce constructor's intensity of labour, and guarantee the whole quality of plate body 1, improve construction efficiency.

It should be noted that, the internal diameter of hollow tube 5 is slightly greater than the diameter of adjusting rod 4, and hollow tube 5 slope setting, the size of hollow tube 5 slightly is big with adjusting rod 4 mainly increases the volume of concrete in hollow tube 5, guarantees the joint strength between adjusting rod 4 and the hollow tube 5 when later stage solidifies, and the benefit of slope setting lies in better flowing into hollow tube 5's inside with the concrete.

The top of the plate body 1 is symmetrically fixed with keels 6, a plurality of steel trusses 7 are welded between the two keels 6, the top of the plate body 1 is a smooth surface, the smooth surface is arranged at the assembly position, the rough surface is used for concrete pouring, the thickness is about seven centimeters, the rough surface is a groove reserved on the top surface of the plate body 1, the rough surface can be better contacted with concrete when pouring, the strength and the stability after assembly are improved, the steel trusses 7 can be used for hoisting of hoisting equipment, and the function of supporting reinforcing steel bars is achieved in the later pouring process.

It should be further noted that, a plurality of pouring holes 8 are formed in the rough surface of the plate body 1, the pouring holes 8 have the same effect as the rough surface, concrete can enter the pouring holes 8 in pouring, after the concrete is solidified, a plurality of connection positions are formed between the concrete and the plate body 1, so that the fixation firmness of the plate body 1 is improved, the pouring holes 8 can be provided with not only the vertical direction but also the settable inclination direction or directions, and the plate body 1 can be fixed in the directions when the concrete is poured.

When the steel truss lifting device is used, the lifting hook of the lifting device is hung on the steel truss 7, the lifting device is used for lifting the steel truss to a position at a specified position, then the adjusting rod 4 is accommodated in the hollow tube 5, then the adjusted plate body 1 is positioned at the specified position, after the positioning, the adjusting rod 4 is stretched out of the steel reinforcement cage again, concrete can enter a gap between the hollow tube 5 and the adjusting rod 4 when the steel reinforcement cage is poured at a later stage, and the hollow tube 5 and the adjusting rod 4 are fixed.

Standard parts used in the application files can be purchased from the market, and can be customized according to the description of the specification and the drawing, the specific connection modes of the parts are conventional means such as mature bolts, rivets and welding in the prior art, and the machines, the parts and the equipment are of conventional types in the prior art.

Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein 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 an assembled superimposed sheet for building engineering, includes plate body (1), its characterized in that: a plurality of bent inserts (2) and straight inserts (3) are arranged in the plate body (1), hollow pipes (5) are fixed at two ends of each straight insert (3), and adjusting rods (4) are respectively and slidably arranged in the hollow pipes (5).

2. The fabricated laminated slab for construction engineering according to claim 1, wherein: the inner diameter of the hollow tube (5) is larger than the outer diameter of the adjusting rod (4), and the hollow tube (5) is obliquely arranged.

3. The fabricated laminated slab for construction engineering according to claim 1, wherein: the top of the plate body (1) is a rough surface, and the bottom of the plate body (1) is a smooth surface.

4. The fabricated laminated slab for construction engineering according to claim 1, wherein: keels (6) are symmetrically arranged at the top of the plate body (1), and a plurality of steel trusses (7) are welded between the keels (6).

5. A fabricated laminated sheet for construction engineering according to claim 3, wherein: a plurality of pouring holes (8) are formed in the rough surface of the plate body (1).