CN213625666U

CN213625666U - Concrete platform formwork

Info

Publication number: CN213625666U
Application number: CN202022441760.XU
Authority: CN
Inventors: 林贵鹏; 张巍译; 林梓键; 郑裕金; 曾小清
Original assignee: First Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd
Current assignee: First Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd
Priority date: 2020-10-28
Filing date: 2020-10-28
Publication date: 2021-07-06
Anticipated expiration: 2030-10-28

Abstract

The utility model provides a concrete platform mold, which relates to the technical field of building base materials, and includes a brick tire mold. The four corners of the brick tire mold are provided with reinforcing structures, and the reinforcing structures are in contact with the outer side of the prefabricated board. In the utility model, this product saves labor and construction period, the 2.5m*2.5m*1.4m platform formwork, the assembly time of a single platform formwork can be controlled within 0.125 working days, and the traditional brick tire mold masonry requires 0.5 working days to complete. This product saves materials and is green and environmentally friendly. During the traditional masonry platform construction, the site materials are inevitably wasted. However, the prefabricated platform is used for construction, and the design is optimized in advance. Concrete is used for one-time molding, no material waste, green Environmental friendly.

Description

Concrete bearing platform mould

Technical Field

The utility model relates to a building substrate technical field especially relates to concrete cushion cap mould.

Background

The bearing platform (bearing platform) refers to a reinforced concrete platform which is arranged on the top of a pile foundation and is used for connecting the tops of all piles in order to bear and distribute loads transmitted by a pier body. The bearing platform mould is a template used in the pouring of the bearing platform, and the existing bearing platform mould mainly adopts a brick or a wood template processed on site.

Under the prior art, the construction period is long, the prior art is mainly carried out in a mode of manually building bricks, the manual building speed is slow, the work efficiency is low, the construction period is long, a large amount of labor and materials are required to be input in a short period, in order to match the field progress, when a bearing platform mould is built, a large amount of labor and materials are required to be input for carrying out labor-saving operation, the influence of weather is large, and the building operation cannot be carried out in rainy days due to the fact that the building operation is involved during construction.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving the defects existing in the prior art and providing a concrete bearing platform mould.

In order to achieve the above purpose, the utility model adopts the following technical scheme: the concrete bearing platform die comprises a brick bed die, wherein the brick bed die is formed by splicing prefabricated plates, one ends of the prefabricated plates are respectively provided with a tongue-and-groove, the prefabricated plates are spliced and clamped through the tongue-and-groove, reinforcing structures are arranged at four corners of the brick bed die and abut against the outer side surfaces of the prefabricated plates.

Preferably, the tongue-and-groove comprises a plate main body serving as a brick molding bed splice, one end of the plate main body is provided with a connector, the thickness of the connector is half of that of the plate main body, a fixing groove is formed between the connector and the plate main body, and the length of the fixing groove is twice of that of the connector.

Preferably, the reinforcing structure comprises a shaping square tube arranged at four corners of the brick molding bed, the shaping square tube is flush with the top surface of the brick molding bed, the shaping square tube is made of square steel, angle steel is arranged at the joint of the shaping square tube and two adjacent prefabricated plates, two sides of the angle steel are respectively provided with a fixing bolt in a penetrating mode, and two sides of the angle steel are bolted to the surfaces of the angle steel and the prefabricated plates through the fixing bolts respectively.

Preferably, a pair of prefabricated holes is arranged on the front surface of the prefabricated plate in a penetrating mode.

Preferably, the inner side surface of the precast slab is sprayed with a coating layer, and the coating layer is made of waterproof paint.

Preferably, the joint of the precast slab is subjected to waterproofing treatment.

Advantageous effects

1. The utility model discloses in, artifical, time limit for a project have been practiced thrift to this product, 2.5m 1.4m cushion cap mould, and the time of assembling of single cushion cap mould is steerable in 0.125 worker days, and traditional brick child mould is built by laying bricks or stones and then need 0.5 worker days and just can accomplish.

2. The utility model discloses in, material, green have been practiced thrift to this product, and when traditional cushion cap mould construction of building by laying bricks or stones, the site material takes place extravagantly unavoidably, and adopts prefabricated cushion cap mould construction, to carrying out design optimization in advance, adopts concrete one shot forming, does not have the waste of material, green.

3. The utility model discloses in, this product does not receive weather influence, has been under construction in advance to accomplish because of prefabricated cushion cap mould, also can directly assemble in overcast and rainy weather.

Drawings

Fig. 1 is a schematic perspective view of the present invention;

fig. 2 is a schematic view of a three-dimensional structure of a tongue-and-groove of the present invention;

fig. 3 is a schematic perspective view of the reinforcing structure of the present invention.

Illustration of the drawings:

1. a brick molding bed; 2. prefabricating a slab; 3. a tongue-and-groove; 31. a plate main body; 32. fixing grooves; 33. a connector; 4. a reinforcing structure; 41. shaping the square tube; 42. angle steel; 43. fixing the bolt; 5. prefabricating holes; 6. and coating the layer.

Detailed Description

In order to make the technical means, the creation features, the achievement purposes and the functions of the present invention easy to understand, the present invention will be further explained below with reference to the following embodiments and the accompanying drawings, but the following embodiments are only the preferred embodiments of the present invention, and not all embodiments are included. Based on the embodiments in the implementation, other embodiments obtained by those skilled in the art without any creative work belong to the protection scope of the present invention.

Specific embodiments of the present invention will be described below with reference to the accompanying drawings.

The specific embodiment is as follows:

referring to fig. 1-3, the concrete cushion cap mold comprises a brick molding die 1, the brick molding die 1 is formed by splicing prefabricated plates 2, a pair of prefabricated holes 5 are arranged on the front surface of each prefabricated plate 2 in a penetrating manner, a coating layer 6 is sprayed on the inner side surface of each prefabricated plate 2, the coating layer 6 is made of waterproof paint, the joints of the prefabricated plates 2 are subjected to waterproof treatment, one ends of the prefabricated plates 2 are respectively provided with a rabbet 3, each rabbet 3 comprises a plate main body 31 serving as a splicing part of the brick molding die 1, one end of each plate main body 31 is provided with a connector 33, the thickness of each connector 33 is half of that of each plate main body 31, a fixing groove 32 is formed between each connector 33 and each plate main body 31, the length of each fixing groove 32 is twice of that of the connector 33, the prefabricated plates 2 are spliced and clamped through the rabbets 3, reinforcing structures 4 are arranged at four corners of the brick molding die 1 and abut against the outer side surfaces of the prefabricated plates, and the shaping square tube 41 is flush with the top surface of the brick moulding bed 1, the shaping square tube 41 is made of square steel, angle steel 42 is arranged at the joint of the shaping square tube 41 and the two adjacent precast slabs 2, fixing bolts 43 are respectively arranged on two sides of the angle steel 42 in a penetrating manner, and two sides of the angle steel 42 are respectively bolted to the surfaces of the angle steel 42 and the precast slabs 2 through the fixing bolts 43.

The utility model discloses a theory of operation: the traditional brick moulding bed 1 is built manually, time and labor are wasted, the construction period is long, the construction of the bearing platform mould is divided into two aspects of prefabricating the bearing platform mould and assembling the bearing platform mould, the groove 3 is reserved on the prefabricating bearing platform mould, the adjacent bearing platform moulds can be combined together through the groove 3, the connecting head 33 and the fixed groove 32 of the adjacent prefabricated plates 2 are clamped with each other, the assembling of the bearing platform mould adopts the shaping square tube 41 to be clamped and fixed on four corner points of the bearing platform mould, the splicing mode of the shaping square tube 41 and the angle steel 42 is adopted, the fixing bolt 43 is used for ensuring that the prefabricated plates 2 are spliced more tightly, the waterproof treatment is carried out at the connecting part of the prefabricated plates 2, the water seepage along the joint when the mould is built is prevented, and the coating layer 6 is sprayed on the inner side of the prefabricated plates 2, so that the water seepage condition can be. And building a mold in the spliced brick molding bed 1.

The brick molding bed die is produced in a prefabricating factory, transported to the site, bound by reinforcing steel bars and poured by concrete, and the die can be repeatedly used. The self-made reinforced concrete bearing platform mould is adopted to replace the traditional concrete bearing platform mould, so that the working efficiency is high, the construction period is saved, and the material waste of the traditional concrete bearing platform mould is avoided.

Furthermore, the traditional brick bed die can be replaced by purchasing the prefabricated bearing platform die, and the cost of the scheme is higher than that of the prefabricated bearing platform die manufactured on site.

In the present disclosure, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact between the first and second features, or may comprise contact between the first and second features not directly. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.

The foregoing shows and describes the general principles, essential features, and advantages of the invention. It should be understood by those skilled in the art that the present invention is not limited by the above embodiments, and the description in the above embodiments and the description is only preferred examples of the present invention, and is not intended to limit the present invention, and that the present invention can have various changes and modifications without departing from the spirit and scope of the present invention, and these changes and modifications all fall into the scope of the claimed invention. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims

1. Concrete platform formwork, comprising a brick tire mold (1), characterized in that: the brick tire mold (1) is formed by splicing a prefabricated plate (2), and one end of the prefabricated plate (2) is provided with a The mouth (3), the prefabricated board (2) is spliced and engaged by the tongue and groove (3), and the four corners of the brick mold (1) are provided with reinforcing structures (4), and the reinforcing structures (4) ) against the outer side of the prefabricated panel (2).

2. The concrete platform formwork according to claim 1, characterized in that: the tongue and groove (3) comprises a plate body (31) as a splicing piece of the brick mold (1), and the plate body (31) has a plate body (31). One end is provided with a connecting head (33), and the thickness of the connecting head (33) is half of the plate main body (31), a fixing groove (32) is formed between the connecting head (33) and the plate main body (31), and is fixed The length of the slot (32) is twice the thickness of the connector (33).

3. The concrete platform formwork according to claim 1, characterized in that: the reinforcing structure (4) comprises shaped squares (41) arranged at four corners of the brick tire form (1), and the shaped The square pass (41) is flush with the top surface of the brick tire mold (1), and the shaped square pass (41) is made of square steel, and the shaped square pass (41) is connected with two adjacent prefabricated boards (2). Angle steel (42) is provided at each place, two sides of the angle steel (42) are respectively provided with fixing bolts (43), and both sides of the angle steel (42) are respectively bolted to the angle steel (42) through the fixing bolts (43). and the surface of the prefabricated panel (2).

4. The concrete platform formwork according to claim 1, characterized in that: a pair of prefabricated holes (5) are provided through the front surface of the prefabricated plate (2).

5 . The concrete platform formwork according to claim 1 , wherein the inner surface of the prefabricated board ( 2 ) is sprayed with a coating layer ( 6 ), and the coating layer ( 6 ) is made of waterproof paint. 6 .

6 . The concrete platform formwork according to claim 1 , wherein the joints of the prefabricated slabs ( 2 ) are waterproofed. 7 .