CN217573348U

CN217573348U - Shaping die for foundation bearing platform prefabricated plate

Info

Publication number: CN217573348U
Application number: CN202220751457.6U
Authority: CN
Inventors: 郭东阳; 李勇; 田正; 隆飞跃; 舒兴义
Original assignee: Hunan Educational Construction Group Co ltd
Current assignee: Hunan Educational Construction Group Co ltd
Priority date: 2022-04-02
Filing date: 2022-04-02
Publication date: 2022-10-14
Anticipated expiration: 2032-04-02

Abstract

The utility model relates to a basis cushion cap prefabricated plate regularization mould, which comprises a support, the support includes bottom plate and a plurality of recess, and is a plurality of the upper surface of bottom plate is all seted up to the recess, the upper surface laminating of support has the frame, the frame includes four angle steel, the inboard fixedly connected with reinforcing bar of frame, reinforcing bar includes a plurality of vertical reinforcing bars and a plurality of transverse reinforcement, the interior bottom fixedly connected with bed course of frame, it has a plurality of location muscle to peg graft on the bed course, the prefabricated plate has been pour to the inboard of frame. This basic cushion cap prefabricated plate regularization mould utilizes the prefabricated plate to replace traditional cement brick, and whole system is formed by the peripheral round angle steel of prefabricated plate welding each other, and the frame of prefabricated plate, steel bar welding, concrete are pour and the maintenance all makes outside the foundation ditch, and construction conditions is better, and is efficient simultaneously, and guarantees construction quality easily, reduces the material waste, compares traditional brick fetal membrane, has shortened the time limit for a project, saves labour, work efficiency improves.

Description

Shaping die for foundation bearing platform prefabricated plate

Technical Field

The utility model relates to a basis cushion cap prefabricated plate technical field specifically is a basis cushion cap prefabricated plate regularization mould.

Background

The construction of the prefabricated formwork of the foundation bearing platform is a form of splicing cement prefabricated slabs into a formwork to replace a traditional brick moulding bed.

At present, in the construction process of a building, a mode of on-site formwork erecting and pouring is commonly adopted for construction of a foundation bearing platform, but due to the complexity of an on-site construction environment, the construction of the foundation bearing platform is often accompanied with the waste of concrete, a large amount of construction waste is generated, and the construction quality is influenced, so that the problems are solved by changing the construction mode of the foundation bearing platform, and the inevitable requirement of green construction is met.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art, the utility model provides a basic cushion cap prefabricated plate regularization mould possesses advantages such as the construction is high-efficient, has solved the slow problem of traditional basic cushion cap prefabricated plate construction.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a basis cushion cap prefabricated plate regularization mould, includes the support, the support includes bottom plate and a plurality of recess, and is a plurality of the upper surface of bottom plate is all seted up to the recess, the upper surface laminating of support has the frame, the frame includes four angle steel, the inboard fixedly connected with reinforcing bar of frame, reinforcing bar includes a plurality of vertical steel bars and a plurality of transverse reinforcement, the interior bottom fixedly connected with bed course of frame, it has a plurality of location muscle to peg graft on the bed course, the prefabricated plate has been pour to the inboard of frame.

Furthermore, the angle steel is L-shaped, and the overlooking section of the outer frame is in a shape of a Chinese character 'hui'.

Furthermore, an outer frame is formed among the angle steels through welding, and the reinforcing steel bars are welded on the inner side of the outer frame.

Furthermore, the intersection of the vertical steel bars and the transverse steel bars is connected through welding.

Further, the angle steel is located the inside of recess, vertical reinforcing bar and horizontal reinforcing bar are crisscross setting.

Further, the lower surface of the outer frame and the lower surface of the cushion layer are in the same plane.

Compared with the prior art, the technical scheme of the application has the following beneficial effects:

1. this basic cushion cap prefabricated plate regularization mould utilizes the prefabricated plate to replace traditional cement brick, and whole system is formed by the peripheral round angle steel of prefabricated plate welding each other, and the frame of prefabricated plate, steel bar welding, concrete are pour and the maintenance all makes outside the foundation ditch, and construction conditions is better, and is efficient simultaneously, and guarantees construction quality easily, reduces the material waste.

2. This basic cushion cap prefabricated plate regularization mould compares traditional brick fetal membrane, has shortened the time limit for a project, saves labour, work efficiency improves.

3. This basic cushion cap prefabricated plate regularization mould, the construction is assembled portably, and the operation workman easily masters, saves brick fetal membrane process of plastering, has solved the drawback that the closing up can only be backfilled to the brick fetal membrane that originally need reach intensity.

4. According to the shaping die for the precast slab of the basic bearing platform, comprehensive statistics work is carried out on the specification of the bearing platform in the drawing before the specification of the precast slab works, the size is finally determined according to indexes such as the weight of a single plate, the height of the side face of the bearing platform and the like, and the base bearing platform can be used for multiple bearing platforms with one specification.

Drawings

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

fig. 2 is a schematic view of the three-dimensional structure of the outer frame of the present invention.

In the figure: 100 supports, 101 bottom plates, 102 grooves, 200 outer frames, 201 angle steels, 300 reinforcing steel bars, 301 vertical steel bars, 302 transverse steel bars, 400 positioning steel bars, 500 precast slabs and 600 cushion layers.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts all belong to the protection scope of the present invention.

Referring to fig. 1-2, in the present embodiment, a shaping mold for a prefabricated slab of a foundation cap includes a support 100, the support 100 includes a bottom plate 101 and a plurality of grooves 102, the grooves 102 are all opened on the upper surface of the bottom plate 101, an outer frame 200 is attached to the upper surface of the support 100, a top-view cross section of the outer frame 200 is shaped like a Chinese character 'hui', the outer frame 200 includes four angle steels 201, the angle steels 201 are located inside the grooves 102, the angle steels 201 are welded to form the outer frame 200, the angle steels 201 are L-shaped angle steels, a reinforcing steel bar 300 is fixedly connected to the inner side of the outer frame 200, the reinforcing steel bar 300 is welded to the inner side of the outer frame 200, the reinforcing steel bar 300 includes a plurality of vertical steel bars 301 and a plurality of transverse steel bars 302, intersections of the vertical steel bars 301 and the transverse steel bars 302 are welded to each other, the vertical steel bars 301 and the transverse steel bars 302 are arranged in an interlaced manner, a cushion 600 is fixedly connected to the inner bottom of the outer frame 200, a plurality of positioning steel bars 400 are inserted into the cushion 600, a prefabricated slab 500 is poured into the inner side of the outer frame 200, and a lower surface of the outer frame 200 is in the same plane.

In this embodiment, a plurality of angle steels 201 are welded to form an outer frame 200, precast slabs 500 are cast, strength is increased by reinforcing steel bars 300, and a plurality of precast slabs 500 are welded and fixed by the outer frame 200.

The working principle of the embodiment is as follows:

during manufacturing, the angle steel 201 is used for edge covering and forms a framework together with the reinforcing steel bar 300, then the precast slabs 500 are poured with concrete, the integral strength and rigidity of the structure are guaranteed, during assembling, a circle of angle steel 201 on the periphery of the precast slabs 500 is beneficial to enabling all plates to be welded with each other, and the precast slabs 500 are fixed and positioned by combining with the positioning ribs 400 inserted into the cushion layer 600, so that a stable formwork supporting system is formed.

It should be noted that, in this document, relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrases "comprising a," "8230," "8230," or "comprising" does not exclude the presence of additional like elements in a process, method, article, or apparatus that comprises the element.

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 invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a basis cushion cap prefabricated plate regularization mould, includes support (100), its characterized in that: support (100) are including bottom plate (101) and a plurality of recess (102), and are a plurality of the upper surface of bottom plate (101) is all seted up in recess (102), the upper surface laminating of support (100) has frame (200), frame (200) are including four angle steel (201), the inboard fixedly connected with reinforcing bar (300) of frame (200), reinforcing bar (300) are including a plurality of vertical reinforcing bar (301) and a plurality of transverse reinforcement (302), the interior bottom fixedly connected with bed course (600) of frame (200), it has a plurality of location muscle (400) to peg graft on bed course (600), prefabricated plate (500) have been pour to the inboard of frame (200).

2. The sizing die for the foundation cap precast slab as recited in claim 1, wherein: the angle steel (201) is L-shaped, and the overlooking section of the outer frame (200) is shaped like a Chinese character 'hui'.

3. The sizing die for the prefabricated slab of the foundation bearing platform as claimed in claim 1, wherein the sizing die comprises: an outer frame (200) is formed among the plurality of angle steels (201) through welding, and the reinforcing steel bars (300) are welded on the inner side of the outer frame (200).

4. The sizing die for the foundation cap precast slab as recited in claim 1, wherein: the vertical steel bars (301) and the transverse steel bars (302) are connected at the intersection positions through welding.

5. The sizing die for the foundation cap precast slab as recited in claim 1, wherein: the angle steel (201) is located inside the groove (102), and the vertical steel bars (301) and the transverse steel bars (302) are arranged in a staggered mode.

6. The sizing die for the prefabricated slab of the foundation bearing platform as claimed in claim 1, wherein the sizing die comprises: the lower surface of the outer frame (200) and the lower surface of the cushion layer (600) are in the same plane.