CN219060872U

CN219060872U - Borderless building turnover shuttering of cast-in-situ reinforced concrete

Info

Publication number: CN219060872U
Application number: CN202320163452.6U
Authority: CN
Inventors: 郝乙韩
Original assignee: Gaobeidian Xuyue Island New Building Materials Co ltd
Current assignee: Gaobeidian Xuyue Island New Building Materials Co ltd
Priority date: 2023-02-08
Filing date: 2023-02-08
Publication date: 2023-05-23
Anticipated expiration: 2033-02-08

Abstract

The utility model discloses an endless building turnover formwork of cast-in-situ reinforced concrete, which relates to the technical field of building materials and aims to solve the technical problem of providing an endless building turnover formwork of cast-in-situ reinforced concrete, and adopts the following scheme: the formwork comprises a formwork body, wherein the formwork body is composed of a top plate and a side plate, the bottom end of the top plate is connected with the side plate and integrally formed with the side plate, a second supporting plate is arranged on the side surface of the top plate, first supporting plates distributed at equal intervals are arranged on the side surface of the side plate, a third reinforcing plate is connected to the other side surface of the top plate through bolts, and the other side surface of the side plate is connected with the first reinforcing plate and the second reinforcing plate through bolts.

Description

Borderless building turnover shuttering of cast-in-situ reinforced concrete

Technical Field

The utility model relates to the technical field of building materials, in particular to an endless building turnover formwork of cast-in-situ reinforced concrete.

Background

The building shuttering is a kind of mould, applied to the building construction field, mainly used for the special construction of the cast-in-situ reinforced concrete rib floor, and suitable for the construction of large span and large load space. Through searching, the patent with the Chinese patent number of CN216429020U discloses an endless building turnover formwork, which is compared with the prior formwork, the endless building turnover formwork does not need to move down the whole formwork and arrange an extruded sheet between the flanging of two adjacent formwork bodies, thereby avoiding the damage of the formwork in the disassembly and assembly process. When the borderless building turnover formwork in the prior art is taken out, the formwork is easy to break due to long-time placement, so that the speed of taking out the plastic turnover formwork is reduced, the efficiency of building construction is further influenced, and certain use limitations exist.

Disclosure of Invention

Aiming at the defects of the prior art, the utility model provides the borderless building turnover formwork of cast-in-situ reinforced concrete, which solves the problems proposed by the background technology.

In order to achieve the above purpose, the utility model is realized by the following technical scheme: the formwork body is composed of a top plate and side plates, the bottom end of the top plate is connected with the side plates and integrally formed with the side plates, a second supporting plate is arranged on the side face of the top plate, first supporting plates distributed at equal intervals are arranged on the side face of the side plates, a third reinforcing plate is connected with the other side face of the top plate through bolts, and the first reinforcing plate and the second reinforcing plate are connected with the other side face of the side plate through bolts.

Preferably, the side end of the top plate is provided with second strip-shaped grooves which are distributed at equal intervals, and the second strip-shaped grooves are internally provided with second hole grooves which are distributed at equal intervals.

Preferably, the side ends of the side plates are provided with first strip-shaped grooves which are distributed at equal intervals, and the first strip-shaped grooves are provided with first hole grooves which are distributed at equal intervals.

Preferably, third support plates distributed in a crisscross manner are arranged in the second support plates, and the length of the first reinforcing plate is shorter than that of the second reinforcing plate.

Preferably, a circular groove is formed in the middle of the top plate, the circular groove is connected with a cover through threads, and the side end of the cover is connected with a connecting rod through threads.

Preferably, the shuttering body is constructed by dense rib floor construction technology, and the shuttering body is made of ABS material.

The utility model provides an endless building turnover formwork of cast-in-situ reinforced concrete. The beneficial effects are as follows:

(1) The formwork is internally provided with the first supporting plate and the second supporting plate to strengthen the supporting effect of the die, and the plurality of reinforcing plates are arranged outside the formwork, so that the formwork is not easy to damage, is stronger and firmer, is convenient for constructors to continuously and rapidly disassemble the formwork, and has practicability.

(2) The building plastic turnover formwork of the utility model uses cast-in-situ reinforced concrete and adopts a multi-ribbed floor construction technology, and the technology has the advantages of reduced layer height, large structural rigidity, large space and capability of increasing the layer number under the same height.

Drawings

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

FIG. 2 is a schematic view of the overall bottom view structure of the present utility model;

FIG. 3 is a schematic view of a first reinforcement plate of the present utility model;

FIG. 4 is a schematic view of the structure of a first slot according to the present utility model;

fig. 5 is a schematic view showing a connection structure of the cap of the present utility model.

In the figure, 1, a mould shell body; 2. a top plate; 21. a circular groove; 3. a side plate; 4. a cover; 41. a connecting rod; 5. a first support plate; 6. a second support plate; 61. a third support plate; 7. a first bar-shaped groove; 71. a first hole groove; 8. a first reinforcing plate; 9. a second reinforcing plate; 10. a second bar-shaped groove; 101. a second hole groove; 11. and a third reinforcing plate.

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. 1-5, the embodiment of the present utility model provides a technical solution: the formwork body 1 is composed of a top plate 2 and a side plate 3, the bottom end of the top plate 2 is connected with the side plate 3 and integrally formed with the side plate 3, a second supporting plate 6 is arranged on the side surface of the top plate 2, a first supporting plate 5 distributed at equal intervals is arranged on the side surface of the side plate 3, a third reinforcing plate 11 is connected with the other side surface of the top plate 2 through bolts, the other side surface of the side plate 3 is connected with the first reinforcing plate 8 and the second reinforcing plate 9 through bolts, the formwork body 1 is composed of the top plate 2 and the side plate 3, the top plate 2 and the side plate 3 play a supporting role, the reinforced concrete can be cast in place inside the top plate 2 and the side plate 3, the first supporting plate 5 and the second supporting plate 6 are used for reinforcing the inside of the formwork body 1, the side ends of the side plate 3 are reinforced by the first reinforcing plate 8 and the second reinforcing plate 9, and the side ends of the side plate 2 are reinforced by the third reinforcing plate 11, and the formwork body 1 can be reinforced by the first reinforcing plate 8, the second reinforcing plate 9 and the third reinforcing plate 11.

The side end of the top plate 2 is provided with second bar grooves 10 which are distributed at equal intervals, second hole grooves 101 which are distributed at equal intervals are formed in the second bar grooves 10, the second bar grooves 10 can be connected with a plurality of third reinforcing plates 11 through the second hole grooves 101, and the top plate 2 and the top end of the formwork body 1 can be reinforced by the plurality of third reinforcing plates 11.

The side end of the side plate 3 is provided with first strip-shaped grooves 7 which are distributed at equal intervals, the first strip-shaped grooves 7 are internally provided with first hole grooves 71 which are distributed at equal intervals, the first strip-shaped grooves 7 can be connected with a plurality of first reinforcing plates 8 and second reinforcing plates 9 through the first hole grooves 71, and the side end of the side plate 3 and the side end of the shuttering body 1 can be reinforced through connecting the plurality of first reinforcing plates 8 and the second reinforcing plates 9.

The second support plate 6 is provided with a third support plate 61 which is distributed in a crisscross manner, the length of the first reinforcing plate 8 is shorter than that of the second reinforcing plate 9, the second support plate 6 has stable supportability through the third support plate 61 which is distributed in a crisscross manner, the shorter first reinforcing plate 8 can reinforce a part of the area of the side end of the side plate 3, and the longer second reinforcing plate 9 can directly reinforce the side end of the formwork body 1, so that different reinforcing requirements are met.

The middle part of roof 2 is equipped with circular slot 21, threaded connection lid 4 in the circular slot 21, lid 4 side threaded connection connecting rod 41, roof 2 can pour into the concrete to the inside of mould shell body 1 through circular slot 21, after pouring the concrete, can seal circular slot 21 and mould shell body 1 through lid 4 and connecting rod 41.

The formwork body 1 adopts a dense rib floor construction technology, and the formwork body 1 adopts an ABS material, wherein the dense rib floor construction technology is the prior art, and mainly replaces a wood formwork with a plastic formwork in the formwork supporting process.

It should be noted that: when the formwork body 1 of the present utility model is used, concrete can be poured into the formwork body 1 through the circular groove 21 by opening the cover 4, then the circular groove 21 can be sealed by using the cover 4 again, then the formwork body 1 can be reinforced by the first support plate 5 and the second support plate 6 inside the top plate 2 and the side plate 3 during the supporting process of the top plate 2 and the side plate 3, then the plurality of third reinforcing plates 11 can be connected by using the second hole groove 101 of the second bar groove 10, and then the plurality of first reinforcing plates 8 and the second reinforcing plates 9 can be connected by using the first hole groove 71 of the first bar groove 7, so that the outside of the formwork body 1 can be reinforced by the first reinforcing plates 8 and the second reinforcing plates 9 and the third reinforcing plates 11.

While the fundamental and principal features of the utility model and advantages of the utility model have been shown and described, it will be apparent to those skilled in the art that the utility model is not limited to the details of the foregoing exemplary embodiments, but may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.

Claims

1. The borderless building turnover shuttering of cast-in-situ reinforced concrete is characterized in that: including mould shell body (1), mould shell body (1) comprises roof (2) and curb plate (3), curb plate (3) and with curb plate (3) integrated into one piece are connected to roof (2) bottom, be equipped with second backup pad (6) on roof (2) side, be equipped with first backup pad (5) that are equidistant distribution on curb plate (3) side, roof (2) another side bolted connection third gusset plate (11), curb plate (3) another side bolted connection first gusset plate (8) and second gusset plate (9).

2. The cast-in-place reinforced concrete borderless building turnover formwork of claim 1 wherein: the side end of the top plate (2) is provided with second strip-shaped grooves (10) which are distributed at equal intervals, and second hole grooves (101) which are distributed at equal intervals are formed in the second strip-shaped grooves (10).

3. The cast-in-place reinforced concrete borderless building turnover formwork of claim 1 wherein: the side plate (3) side end is equipped with first bar groove (7) that are equidistant distribution, be equipped with in first bar groove (7) and be equidistant first hole groove (71) that are distributed.

4. The cast-in-place reinforced concrete borderless building turnover formwork of claim 1 wherein: third support plates (61) distributed in a crisscross manner are arranged in the second support plates (6), and the length of the first reinforcing plates (8) is shorter than that of the second reinforcing plates (9).

5. The cast-in-place reinforced concrete borderless building turnover formwork of claim 1 wherein: the middle part of the top plate (2) is provided with a circular groove (21), the circular groove (21) is internally connected with a cover (4) in a threaded manner, and the side end of the cover (4) is connected with a connecting rod (41) in a threaded manner.

6. The cast-in-place reinforced concrete borderless building turnover formwork of claim 1 wherein: the shuttering body (1) adopts a dense rib floor construction technology, and the shuttering body (1) is made of ABS material.