CN219527712U

CN219527712U - Assembled foundation template

Info

Publication number: CN219527712U
Application number: CN202320579105.1U
Authority: CN
Inventors: 李亚林; 宋甲亮; 高星磊; 刘海涛; 马庆丰; 孔聪聪; 张盼; 刘凯祥
Original assignee: Shandong Guoshun Construction Group Co Ltd
Current assignee: Shandong Guoshun Construction Group Co Ltd
Priority date: 2023-03-20
Filing date: 2023-03-20
Publication date: 2023-08-15
Anticipated expiration: 2033-03-20

Abstract

The utility model discloses an assembled foundation formwork which comprises a first formwork, a second formwork, a third formwork and a fourth formwork, wherein the structures of the first formwork, the second formwork, the third formwork and the fourth formwork are the same, the side boards, first angle steel and second angle steel are respectively arranged at the upper end and the lower end of the side boards, a first through hole for a first threaded rod to pass through is formed in the first angle steel, the second angle steel is arranged at the left side and the right side of the side boards, a second through hole for the first threaded rod to pass through is formed in the second angle steel, cushion blocks are welded at the two ends of the second angle steel, and mounting holes for the second threaded rod to pass through are formed in the cushion blocks, and penetrate through the second angle steel. According to the utility model, the first template, the second template, the third template and the fourth template with different sizes can be mutually spliced, the casting requirements with different sizes can be met, and two adjacent templates are fixedly connected with the nut through the threaded rod, so that the installation and the disassembly are convenient, and the working efficiency is improved.

Description

Assembled foundation template

Technical Field

The utility model belongs to the technical field of constructional engineering, and particularly relates to an assembled foundation formwork.

Background

The prefabricated building is assembled by prefabricated parts on a construction site, is a recently emerging building, has the advantages of high installation speed, water conservation, land conservation, noise reduction, material conservation and the like compared with the traditional building, is gradually valued and promoted by the country and favored by people, and is mainly manufactured in a cast-in-situ reinforced concrete foundation mode by manufacturing a prefabricated foundation on a construction site in advance when being installed, and is required to be spliced to reach the required size due to the different casting volumes when being cast on site, however, the size of the moulds on the construction site is the same, the size needs to be calculated when being spliced, a large amount of time is required to be consumed in the process, and the two adjacent moulds are relatively troublesome to fix, so that the working efficiency is reduced.

Disclosure of Invention

The utility model aims to overcome the defects in the prior art, and provides an assembled foundation template, which can be mutually spliced through a first template, a second template, a third template and a fourth template with different sizes, can meet the pouring requirements with different sizes, and two adjacent templates are fixedly connected with nuts through threaded rods, so that the assembled foundation template is convenient to install and detach, and the working efficiency is improved.

In order to achieve the above purpose, the technical scheme adopted by the utility model is as follows:

the utility model provides an assembled foundation formwork, includes first template, second template, third template, fourth template structure the same and all includes curb plate, first angle steel, second angle steel, first angle steel welding is at the upper and lower both ends of curb plate, has offered the first through-hole that supplies first threaded rod to pass on the first angle steel, second angle steel welding is at the left and right sides of curb plate, has offered the second through-hole that supplies first threaded rod to pass on the second angle steel, and the both ends welding of second angle steel has the cushion, set up the mounting hole that supplies the second threaded rod to pass on the cushion, the mounting hole runs through the second angle steel, curb plate size in the first template is 200500 mm, and the curb plate size in the second template is 300X100 mm, and the curb plate size in the fourth template is 1000500 mm, the size of first angle steel changes along with the change of curb plate size, the size of second angle steel is 500mm, through the first through-hole with the same position of two first angle steels installation first through-holes, the second threaded rod is installed at the first through-hole of two first angle steel, makes the second threaded rod install the same threaded nut at the same two sides, makes the second threaded nut install at the same threaded rod on the second side at the second side of two side, the second threaded nut is placed at the same side of the second template, the side nut is realized, the second nut is placed at the same side of the second threaded nut, the side nut is realized.

Preferably, the middle part of the side plate of the third template is welded with reinforcing ribs, and the side plate of the fourth template is uniformly welded with a plurality of reinforcing ribs.

Preferably, the side plates are made of stainless steel material.

The beneficial effects of the utility model are as follows:

1) The first template, the second template, the third template and the fourth template with different sizes can be spliced mutually, the casting requirements with different sizes can be met, two adjacent templates are fixedly connected with nuts through threaded rods, the installation and the disassembly are convenient, and the working efficiency is improved.

2) Through welding at the curb plate middle part of third template has the strengthening rib, evenly welds a plurality of strengthening ribs on the curb plate of fourth template, can improve the intensity of third template and fourth template through the strengthening rib, prolongs the life of third template and fourth template.

3) The side plates are made of stainless steel materials, and the working state of the side plates is a humid environment, so that the situation that the side plates cannot be used due to rusting and corrosion phenomena is avoided, and the use cost is reduced.

Drawings

FIG. 1 is a schematic view of a first form construction according to the present utility model.

Fig. 2 is an enlarged view of a portion a of fig. 1.

FIG. 3 is a schematic view of a second form construction according to the present utility model.

Fig. 4 is a schematic view of a third template structure in the present utility model.

Fig. 5 is a schematic view of a fourth template structure in the present utility model.

FIG. 6 is a schematic view of a fourth template planar stitching in accordance with the present utility model.

Fig. 7 is an enlarged view of a portion B of fig. 6.

Fig. 8 is a schematic view of a third form stereoscopic stitching in the present utility model.

Fig. 9 is an enlarged view of part C of fig. 8.

In the figure: 1. a side plate; 2. a first angle steel; 21. a first through hole; 3. a second angle steel; 31. a second through hole; 4. a cushion block; 5. reinforcing ribs; 6. a first threaded rod; 7. a nut; 8. and a second threaded rod.

Detailed Description

The following description of the embodiments of the present utility model will be made more fully hereinafter with reference to the accompanying drawings, in which it is shown, however, in an illustrative embodiment of the utility model, in which some, but not all embodiments of the utility model are shown. 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.

In the description of the present utility model, it should be understood that the terms "longitudinal," "transverse," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like indicate or are based on the orientation or positional relationship shown in the drawings, merely to facilitate description of the present utility model, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the present utility model.

The assembled foundation formwork comprises a first formwork, a second formwork, a third formwork and a fourth formwork, wherein the structures of the first formwork, the second formwork, the third formwork and the fourth formwork are the same and comprise side plates 1, first angle steels 2 and second angle steels 3, the first angle steels 2 are welded at the upper end and the lower end of the side plates 1, first through holes 21 for a first threaded rod 6 to pass through are formed in the first angle steels 2, the second angle steels 3 are welded at the left side and the right side of the side plates 1, second through holes 31 for the first threaded rod 6 to pass through are formed in the second angle steels 3, cushion blocks 4 are welded at the two ends of the second angle steels 3, mounting holes for the second threaded rod 8 to pass through are formed in the cushion blocks 4, the mounting holes penetrate through the second angle steels 3, the side plates 1 in the first formwork are 200x500mm in size, the side plates 1 in the second formwork are 300x500mm in size, the side plates 1 in the third formwork are 500x500mm in size, the side plates 1 in the fourth formwork are 1000x500mm in size, the size of the first angle steel 2 is changed along with the change of the size of the side plate 1, the size of the second angle steel 3 is 500mm, a first threaded rod 6 is installed through a first through hole 21 at the same position of the two first angle steel 2, nuts 7 are installed on two sides of the first threaded rod 6 in a threaded manner, the nuts 7 are fixedly installed on the side wall of the first angle steel 2, different templates are spliced up and down, the first threaded rod 6 is installed through a second through hole 31 at the same position of the two second angle steel 3, nuts 7 are installed on two sides of the first threaded rod 6 in a threaded manner, the nuts 7 are fixedly installed on the side wall of the second angle steel 3, the different templates are spliced left and right, planar splicing is realized, two adjacent second angle steel 3 are placed at right angles, the nuts 7 are installed on two sides of the second threaded rod 8 in the installation holes of the two second angle steel 3 and the cushion block 4 in a threaded manner, the nut 7 is fixedly arranged on the cushion block 4, so that three-dimensional splicing of different templates can be realized.

The middle part welding of the curb plate 1 of third template has strengthening rib 5, evenly weld has a plurality of strengthening ribs 5 on the curb plate 1 of fourth template, can improve the intensity of third template and fourth template through strengthening rib 5, prolongs the life of third template and fourth template, curb plate 1 is made by stainless steel material, because curb plate 1 operating condition is humid environment, has avoided appearing unable condition because of curb plate 1 takes place to rust and corrode the phenomenon to the cost of using has been reduced.

The foregoing is merely illustrative and explanatory of the utility model, as it is well within the scope of the utility model as claimed, as it relates to various modifications, additions and substitutions for those skilled in the art, without departing from the inventive concept and without departing from the scope of the utility model as defined in the accompanying claims.

Claims

1. The assembled foundation formwork is characterized by comprising a first formwork, a second formwork, a third formwork and a fourth formwork, wherein the structures of the first formwork, the second formwork, the third formwork and the fourth formwork are the same and comprise side plates, first angle steel and second angle steel, the first angle steel is arranged at the upper end and the lower end of the side plates, a first through hole for a first threaded rod to pass through is formed in the first angle steel, the second angle steel is arranged at the left side and the right side of the side plates, a second through hole for the first threaded rod to pass through is formed in the second angle steel, cushion blocks are welded at the two ends of the second angle steel, mounting holes for the second threaded rod to pass through are formed in the cushion blocks, the side plates in the first formwork are 200x500mm, the side plates in the second formwork are 300x500mm, the side plates in the third formwork are 500x500mm, the side plates in the fourth formwork are 1000x500mm, the size of the first angle steel is changed along with the change of the size of the side plates, the size of the second angle steel is 500mm, the first threaded rod is installed through the first through holes at the same position of the two first angle steels, nuts are installed on the threads at the two sides of the first threaded rod, the nuts are fixedly installed on the side walls of the first angle steel, different templates are spliced up and down, the first threaded rod is installed through the second through holes at the same position of the two second angle steels, the nuts are fixedly installed on the side walls of the second angle steels, the different templates are spliced left and right, planar splicing is achieved, two adjacent second angle steels are placed at right angles, the second threaded rods are installed in the installation holes of the two second angle steels and the cushion blocks, the nuts are installed on the threads at the two sides of the second threaded rods, and the nuts are fixedly installed on the cushion blocks, and three-dimensional splicing of different templates is achieved.

2. The fabricated foundation formwork of claim 1, wherein the first angle steel is welded to the upper and lower ends of the side panels.

3. The assembled foundation formwork of claim 1, wherein said second angle bars are welded to the left and right sides of the side plates.

4. The assembled foundation formwork of claim 1, wherein the middle of the side plate of the third formwork is welded with reinforcing ribs.

5. The assembled foundation formwork of claim 1, wherein the side panels of the fourth formwork are uniformly welded with a plurality of reinforcing ribs.

6. The fabricated foundation formwork of claim 1, wherein said side panels are made of stainless steel material.