CN217098219U

CN217098219U - Special-shaped concrete serrated raft prefabricated section template

Info

Publication number: CN217098219U
Application number: CN202122296024.4U
Authority: CN
Inventors: 胡江; 麻成博; 陆松威; 梁高于; 胡海云; 陆振官; 韦雄杰; 庞作炫; 黄修书; 王妤遥; 黄以和; 梁毅兴; 江逸丰; 王于玮
Original assignee: Guangxi Construction Engineering Group Construction Engineering General Contracting Co ltd
Current assignee: Guangxi Construction Engineering Group Construction Engineering General Contracting Co ltd
Priority date: 2021-09-22
Filing date: 2021-09-22
Publication date: 2022-08-02
Anticipated expiration: 2031-09-22

Abstract

The utility model discloses a dysmorphism concrete horse tooth raft prefabricated section template. The special-shaped concrete serrated racking prefabricated section template comprises a base template, a long-edge component and a short-edge component, wherein the base template is in an inverted U shape; long limit subassembly and minor face subassembly set up respectively in base template length direction's both sides and both ends, form between long limit subassembly and minor face subassembly and the base template and be used for the prefabricated section to pour fashioned space. This dysmorphism concrete horse tooth raft prefabricated section template can realize quick form removal, guarantees the yield.

Description

Special-shaped concrete serrated raft prefabricated section template

Technical Field

The utility model relates to a building brickwork constructional column construction technical field specifically is a prefabricated section template of dysmorphism concrete horse tooth raft.

Background

In the construction process of building the wall, the constructional column plays crucial effect, and the constructional column is used for strengthening the wall body, improves the intensity of wall. The traditional constructional column construction adopts a construction method of supporting a formwork at a reserved position and pouring again, the constructional column cannot be formed quickly, the wall is poor in safety in the building process, slurry leakage and formwork expansion easily occur during the pouring and tamping of the constructional column, the forming size cannot be guaranteed, the overall consistency of attractiveness is poor, and the construction efficiency is low. Adopt concrete horse tooth raft prefabricated section method construction constructional column, the prefabricated section can be built by laying bricks or stones simultaneously along with the wall body, and build the back by laying bricks or stones and can pour on the same day, rapid prototyping, greatly reduced leak thick liquid, the emergence of mould phenomenon rises. However, the through-type steel bars are arranged in the middle of the constructional column, and the special-shaped precast blocks with two specifications are required to be spliced and built, the special-shaped precast blocks are difficult to demold by the traditional template splicing method, the labor cost is high, the special-shaped precast blocks are very easy to damage during demold, the yield of the special-shaped precast blocks is low, and the loss rate of the templates is high, so that a novel special-shaped precast block template is required to be developed, the template can be rapidly disassembled on the premise of ensuring the size and the specification of the precast blocks, the yield is ensured, and the labor cost and the template loss are reduced.

SUMMERY OF THE UTILITY MODEL

The utility model aims to solve the technical problem that a dysmorphism concrete horse tooth raft prefabricated section template is provided, can realize tearing open the mould fast under the prerequisite of guaranteeing the prefabricated piece size specification, guarantee the yield.

In order to solve the technical problem, the utility model discloses a following technical scheme:

a special-shaped concrete serrated racking prefabricated section template comprises a base template, a long-edge component and a short-edge component, wherein the base template is in an inverted U shape; long limit subassembly and minor face subassembly set up respectively in base template length direction's both sides and both ends, form between long limit subassembly and minor face subassembly and the base template and be used for the prefabricated section to pour fashioned space.

As a further improvement of the above technical solution:

the base template includes the panel and sets up in two backup pads of panel bottom, and two backup pads are the both ends of vertical fixation in panel length direction respectively.

Long limit subassembly includes long sideboard and sets up the U-shaped board on long sideboard face, two vertical location long boards and two vertical location short boards, the U-shaped board is fixed in long sideboard middle part, both ends and long sideboard upper and lower both ends parallel and level about the U-shaped board, two vertical location long boards are fixed in long sideboard both ends respectively, both ends also and long sideboard upper and lower both ends parallel and level about the vertical location long board, and the interval forms vertical slot between vertical location long board and the U-shaped board, two vertical location short boards set up in U-shaped physique inboardly, short board lower extreme of location and long sideboard lower extreme parallel and level, and the interval forms the constant head tank between two vertical location short boards and the U-shaped board.

The two ends of the short side plate are respectively inserted into the slots of the long side assemblies at the two sides.

The two sides of the base template in the length direction are inserted into the positioning grooves of the long edge components on the two sides.

The utility model has the advantages that:

the utility model provides a dysmorphism concrete serrated raft prefabricated section template, the on-line screen storage device comprises a base template, long limit subassembly and minor face subassembly set up respectively in base template length direction's both sides and both, it is fixed with long limit subassembly to adopt step tightly during the use, it can accomplish the template and assemble to compress tightly minor face subassembly and base template, form the space that is used for the concrete prefabricated section to pour the shaping between long limit subassembly and the minor face subassembly and the base template, only need step tightly loosen step and take away when demolising, long limit subassembly knocks out gently to both sides, take away the minor face subassembly, knock out base template gently to one side again, can accomplish dismantling of template, demolising fast convenient, improve the yield of prefabricated section greatly, reduce labour cost and template loss simultaneously.

Drawings

Fig. 1 is a schematic structural diagram of the present invention.

Fig. 2 is a schematic structural view of the precast block.

Fig. 3 is a top exploded view of the present invention.

Fig. 4 is a bottom exploded view of the present invention.

Fig. 5 is a schematic structural diagram of the long-side assembly of the present invention.

Fig. 6 is a schematic structural diagram of the base template of the present invention.

The reference numbers in the figures are: 1. a base template; 11. a panel; 12. a support plate; 2. a long side assembly; 21. a long-side plate; 22. a U-shaped plate; 23. a vertical positioning long plate; 24. a vertical positioning short plate; 25. a slot; 26. positioning a groove; 3. a short edge component; 31. a short side plate; 4. and (5) prefabricating blocks.

Detailed Description

The present invention is described below with reference to the accompanying drawings, and the specific embodiments described herein are only used for illustrating and explaining the present invention, and are not used for limiting the present invention, and various modifications and improvements made by those skilled in the art to the technical solution of the present invention should fall into the protection scope of the present invention without departing from the design spirit of the present invention.

Referring to fig. 1-6, dysmorphism concrete serrated raft prefabricated section template of this embodiment, including base template 1, long limit subassembly 2 and minor face subassembly 3, two long avris at base template 1 are established respectively to long limit subassembly 2, and two short avris at the base template are established respectively to minor face subassembly 3, form between long limit subassembly 2 and minor face subassembly 3 and the base template 1 and be used for the fashioned space of U-shaped prefabricated section pouring.

Base template 1 is the shape of falling U, and base template 1 includes panel 11 and sets up in two backup pads 12 of panel 11 bottom, and two backup pads 12 are the both ends of perpendicular fixation in panel 11 length direction respectively, and base template 1 is as the bottom sprag when the U-shaped prefabricated section is pour.

The long edge component 2 comprises a long edge plate 21, a U-shaped plate 22, two vertical positioning long plates 23 and two vertical positioning short plates 24, wherein the U-shaped plate 22 is arranged on the surface of the long edge plate 21, the U-shaped plate 22 is fixed in the middle of the long edge plate 21, the upper end and the lower end of the U-shaped plate 22 are flush with the upper end and the lower end of the long edge plate 21, the two vertical positioning long plates 23 are respectively fixed at the two ends of the long edge plate 21, the upper end and the lower end of the vertical positioning long plate 23 are also flush with the upper end and the lower end of the long edge plate 21, and vertical slot 25 is formed at the interval between long board 23 of vertical location and the U-shaped board 22, and slot 25 is used for pegging graft short sideboard 31, and two short boards 24 of vertical location set up in the U-shaped body inboard, and the short board 24 lower extreme of vertical location is parallel and level with long sideboard 21 lower extreme, and two short boards 24 of vertical location separate certain distance with U-shaped board 22 respectively, and the interval forms constant head tank 26 between two short boards 24 of vertical location and the U-shaped board 22, and constant head tank 26 is used for pegging graft unable adjustment base template 1.

During the use, take 20 cm's serrated raft notch as an example, the utility model discloses a template adopts wooden panel, and panel is the plywood that 1.8cm is thick, and its operating procedure is:

1. cutting the plywood:

prepare long limit subassembly 2, wherein long sideboard 21 specification is: 44cm × 11cm (2 blocks); the U-shaped plate 22 has the following dimensions: the length is 34cm, the width is 11cm, the inner side length is 32cm, the width is 9cm (2 blocks); the vertical positioning long plate 23 has the following dimensions: 11cm × 2cm (4 roots); the vertical positioning short plate 24 has the following dimensions: 7cm × 2cm (4).

Prepare the short side assembly 3, the short side plate 31 has the following dimensions: 23cm × 11cm (2 blocks).

Preparing a base template 1, wherein the base panel 11 has the following dimensions: 32cm 23cm (1 block), and the base support plate 12 has the following dimensions: 23cm by 7cm (2 blocks).

2. The U-shaped plate 22 is fixed on the long side plate 21 by short iron nails, and simultaneously, the vertical positioning long plate 23 positioned outside the U-shaped plate and the vertical positioning short plate 24 positioned inside the U-shaped plate are fixed, and then the panel 11 and the support plate 12 are combined into the U-shaped base template 1 by the short iron nails.

3. This template of equipment, with one side of base template 1, in the one end of minor face board 31 inserts slot 25 and constant head tank 26 of predetermineeing respectively on the long board 21, the reuse step tightly presss from both sides the tight fixing of long limit subassembly 2 of both sides, compresses tightly the base template 1 of minor face board 31 and bottom at both ends, and this template can be accomplished and assemble.

4. And brushing a release agent on the inner side of the template, then pouring concrete, and forming the concrete block into the U-shaped precast block.

5. When the template is disassembled, the steps are loosened and taken away, the long side plate 21 is slightly knocked out towards two sides, the short side plate 31 is taken away, and the base template 1 is slightly knocked out towards one side to complete the demolding of the prefabricated block.

In a word, the utility model discloses a mode combination that each part of template adopted the notch to assemble forms, only need step by step fastening before concreting can, template combination process need not fix through the iron nail again, and loose step by step when form removal tightly each part can easily break away from, demolishs quick convenience, improves the yield of prefabricated section greatly, reduces labour cost and template loss simultaneously.

Claims

1. The utility model provides a dysmorphism concrete horse tooth prefabricated section template, its characterized in that: the base template comprises a base template (1), a long edge component (2) and a short edge component (3), wherein the base template (1) is in an inverted U shape; the long side assemblies (2) are respectively arranged on two long side sides of the base template (1), the short side assemblies (3) are respectively arranged on two short side sides of the base template, a space for pouring and forming the precast block (4) is formed between each of the long side assemblies (2) and the corresponding short side assemblies (3) and the base template (1), each of the long side assemblies (2) comprises a long side plate (21) and a U-shaped plate (22) arranged on the surface of the long side plate (21), two vertical positioning long plates (23) and two vertical positioning short plates (24), the U-shaped plate (22) is fixed in the middle of the long side plate (21), the upper end and the lower end of the U-shaped plate (22) are flush with the upper end and the lower end of the long side plate (21), the two vertical positioning long plates (23) are respectively fixed at the two ends of the long side plate (21), the upper end and the lower end of each of the vertical positioning long plates (23) are flush with the corresponding upper end of each long side plate (21), and vertical slots (25) formed between each vertical positioning long plate (23) and each U-shaped plate (22) at intervals, two vertical location short slab (24) set up in the U-shaped body inboard, vertical location short slab (24) lower extreme and long sideboard (21) lower extreme parallel and level to interval formation constant head tank (26) between two vertical location short slab (24) and U-shaped board (22), minor face subassembly (3) are including short sideboard (31), insert slot (25) of the long limit subassembly (2) in both sides respectively at the both ends of minor face board (31), base template (1) length direction's both sides insert in constant head tank (26) of the long limit subassembly (2) in both sides.

2. The profiled concrete serrated racking prefabricated section template of claim 1, characterized in that: the base template (1) comprises a panel (11) and two supporting plates (12) arranged at the bottom of the panel (11), wherein the two supporting plates (12) are respectively and vertically fixed at two ends of the panel (11) in the length direction.