CN209760790U

CN209760790U - novel combined template

Info

Publication number: CN209760790U
Application number: CN201920127751.8U
Authority: CN
Inventors: 陈亚志; 丁明忠; 曾鹏
Original assignee: China First Metallurgical Group Co Ltd
Current assignee: China First Metallurgical Group Co Ltd
Priority date: 2019-01-25
Filing date: 2019-01-25
Publication date: 2019-12-10
Anticipated expiration: 2029-01-25

Abstract

The utility model provides a novel combined formwork, including post template, face template and beam template, post template, face template and beam template are made for the steel grass combined formwork face on straw stalk layer by the skin for light steel sheet middle part, and steel grass combined formwork face middle part straw stalk in situ equidistant arrangement has a plurality of strengthening ribs to perforate, supply the strengthening rib to pass in the strengthening rib perforation, post template and beam template handing-over department set up the punchhole that supplies the strengthening rib to pass on the post template side, face template and beam template handing-over department set up the punchhole that supplies the strengthening rib to pass on the beam template, post template and face template handing-over department set up the punchhole that supplies the strengthening rib to pass on the post template side. The utility model discloses the template can realize the use processing convenient and fast of site operation template, avoids the processing of formwork completion back template and causes the waste, can repetitious repetition after the form removal utilize, and the cycle number is many, is convenient for practice thrift construction cost.

Description

Novel combined template

Technical Field

The utility model belongs to the technical field of the building templates, concretely relates to novel composite forms.

background

In the construction process of building engineering, a building template is an important tool for concrete construction, and the use of the template has quite high influence on the construction period, quality, cost and the like of the engineering.

in the existing formwork construction process, a wood formwork, a steel formwork or an aluminum alloy formwork is generally adopted, the wood formwork is easy to assemble and disassemble, but the phenomena of mold explosion and mold expansion exist, the appearance quality of concrete is poor, the quality hidden danger is easily caused, the steel formwork does not have the problem of mold explosion and mold expansion, but has the advantages of self weight, invariable installation and disassembly, difficult processing, high manufacturing cost of the aluminum alloy formwork and high construction cost.

The utility model discloses simulate and design a novel template and can realize the use processing convenient and fast of site operation template, avoid the processing of formwork completion back template and cause the waste, can repetitious repetition utilize after the form removal, the cycle number is many, is convenient for practice thrift construction cost.

SUMMERY OF THE UTILITY MODEL

To the problem that prior art exists, the utility model discloses a solve the technical scheme that the problem that exists adopts among the prior art as follows:

the utility model provides a novel combined formwork, includes column formwork, face template and beam form, its characterized in that: the column formwork, the plate formwork and the beam formwork are made of steel-straw combined formwork plates, the outer layers of the steel plates are light steel plates, the middle portions of the steel-straw combined formwork plates are straw layers, a plurality of reinforcing rib through holes are arranged in the straw layers at equal intervals, reinforcing ribs penetrate through the reinforcing rib through holes, eyelets for the reinforcing ribs to penetrate through are arranged in the column formwork and the beam formwork and on the side face of the column formwork, holes for the reinforcing ribs to penetrate through are formed in the plate formwork and the beam formwork and in the beam side formwork, the reinforcing ribs coming out of the plate formwork penetrate through the eyelets and are parallel and level with the inner side face of the beam side formwork, and eyelets for the reinforcing ribs to penetrate through are formed in the column formwork and the plate formwork and in the column.

the reinforcing rib perforation from the top down horizontal parallel arrangement that equidistant arranging in the post template, on four template faces of a set of post template, the back is worn out to the same layer reinforcing rib of two relative template faces, through straining the stay bolt to fix through fixing the bolt buckle.

The reinforcing rib through hole is of a hollow steel pipe structure, and two sides of the outer surface of the steel pipe are respectively welded and fixed with the inner wall surfaces of the steel plates at two sides.

the compacted straw layer is firmly adhered to the outer side light steel plate through the fixing glue.

the beam template comprises a beam bottom template and beam side templates, reinforcing ribs which sequentially penetrate through the beam side templates and the column template surfaces are fixedly connected between the end parts of the beam side templates and the column template, the reinforcing ribs penetrate through the column template and the column template, the inner side end faces of the beam bottom template are parallel and level, a plurality of reinforcing ribs which are horizontally distributed along the length direction in the beam bottom template are perforated, a plurality of holes for the reinforcing ribs to penetrate through are correspondingly arranged at the bottom of the beam side templates, and a plurality of reinforcing ribs which are horizontally distributed in the beam bottom template are fixedly connected with the beam side templates after penetrating.

The utility model has the advantages of as follows:

the utility model creatively designs the template with compacted straws or stalks, thereby greatly reducing the problems of heavy thickness and difficult transportation of the traditional template; the template is fixed through the reinforcing ribs, the external counter-pulling bolts and the fixing bolt buttons, so that the template is prevented from penetrating through the template, the use of counter-pulling screws is saved, and the later cutting work of the counter-pulling screws is avoided; meanwhile, after the template is processed and dismantled, the template can be reused only by welding and filling again at the opening of the groove, the reuse rate of the template is improved, the template is processed by using straws or straws, wood is saved, the straws are fully utilized, and the green environmental protection performance of building construction is realized.

Drawings

FIG. 1 is a big sample drawing of the template of the present invention;

FIG. 2 is a schematic view of the connection between the template column template and the template of the present invention;

FIG. 3 is a schematic view of the connection between the formwork column formwork and the beam formwork of the present invention;

FIG. 4 is a schematic view showing the connection of four template surfaces of the template column template of the present invention;

wherein: the method comprises the following steps of 1-column formwork, 2-reinforcing ribs, 3-reinforcing rib perforation, 4-light steel plates, 5-straw stalk layers, 6-plate face formwork, 7-beam bottom formwork, 8-beam side formwork, 9-split bolts and 10-fixing bolt buckles.

Detailed Description

The technical solution of the present invention is further described in detail by the following embodiments with reference to the accompanying drawings, as shown in fig. 1-4, a novel composite form comprises a column form 1, a face form 6 and a beam form, wherein the column form 1, the face form 6 and the beam form are all made of a straw composite form face having a light steel plate 4 as an outer layer and a straw layer 5 as a middle layer, a plurality of reinforcing rib perforations 3 are arranged in the straw layer 5 at the middle part of the straw composite form face at equal intervals, reinforcing ribs 2 pass through the reinforcing rib perforations 3, holes for the reinforcing ribs to pass through are arranged at the joint of the column form 1 and the beam form at the side face of the column form, holes for the reinforcing ribs to pass through are arranged at the joint of the face form and the beam form, holes for the reinforcing ribs to pass through are arranged at the side face of the beam form, the reinforcing ribs from the face form pass through the holes are flush with the inner side face of, the side surface of the column template is provided with holes for the reinforcing ribs to pass through.

The reinforcing rib perforation 3 that equidistant arrangement in the column form board is horizontal parallel arrangement from the top down, on four template faces of a set of column form board, the back is worn out to the same layer reinforcing rib of two relative template faces, strains through split bolt 9 to fix through fixing bolt buckle 10.

The reinforcing rib through hole 3 is of a hollow steel pipe structure, and two sides of the outer surface of the steel pipe are respectively welded and fixed with the inner wall surfaces of the steel plates at two sides.

The beam template comprises a beam bottom template 7 and a beam side template 8, the end part of the beam side template 8 and the column template are fixedly connected through reinforcing ribs which sequentially penetrate through the beam side template and the surface of the column template, the reinforcing ribs penetrate through the column template and are parallel and level with the inner side end surface of the column template, a plurality of reinforcing ribs which are horizontally distributed in the beam bottom template along the length direction are perforated, a plurality of holes for the reinforcing ribs to penetrate through are correspondingly arranged at the bottom of the beam side template, and a plurality of reinforcing ribs which are horizontally distributed in the beam bottom template are fixedly connected with the beam side template after penetrating.

the utility model discloses the built-up plate course of working does: according to the height of the wall column in the construction site, a column template and a beam template are manufactured, the template is made of a steel straw combined template surface which is a light steel plate 4 at the outer layer and is provided with a straw layer 5 at the middle part, a pressed straw layer is adhered to the steel plate through a fixing glue, reinforcing ribs are welded on the steel plate at the inner side of the template in a penetrating way, the pressed straw layer is welded with an outer steel plate after being adhered, notches are formed in the positions, corresponding to the reinforcing rib penetrating holes, of the outer steel plate, and the notches are used for being welded and combined with the reinforcing rib penetrating holes.

The installation and fixation process of the template comprises the following steps: according to the requirements of design drawings, the beam column position is measured by paying off, the column template and the beam template are arranged, holes for penetrating the reinforcing ribs are formed in the side face of the column template at the joint of the column template and the beam template, holes for penetrating the reinforcing ribs are also formed in the joint of the plate template, the beam template and the column template, and the reinforcing ribs penetrate through the holes and are flush with the end faces of the inner side plates of the beam template and the column template.

the specific implementation process of the application of the combined template comprises the following steps:

1. After finishing binding of column steel bars at the site wall column, starting formwork support;

2. Arranging a column template, laying reinforcing ribs along four surfaces of the column template, and penetrating the reinforcing ribs through the reinforcing rib through holes;

3. Two reinforcing ribs of two opposite column templates are tensioned by using split bolts and are fastened and fixed by using fixing bolts;

4. The supporting scaffold is arranged and firmly fixed;

5. Arranging a beam bottom die and a beam side die, wherein reinforcing ribs in the beam side die extend into holes at corresponding positions of the column die plate and are flush with the end surface of the inner side of the column die;

6. Arranging a plate face template, arranging reinforcing ribs in the plate face template, penetrating through corresponding holes on the beam template and the column template, and then leveling with the end faces of the inner sides of the beam template and the column template;

7. reserving a hydropower or other professional construction hole or box;

8. the device is dismantled when the concrete pouring is finished and the strength requirement is met.

The scope of the present invention is not limited to the above-described embodiments, and it is apparent that those skilled in the art can make various modifications and variations to the present invention without departing from the scope and spirit of the present invention. It is intended that the present invention cover the modifications and variations of this invention provided they come within the scope of the appended claims and their equivalents.

Claims

1. The utility model provides a novel combined formwork, includes column formwork, face template and beam form, its characterized in that: the column formwork, the plate formwork and the beam formwork are all made of steel-straw combined formwork plates, the outer layers of the steel plates are light steel plates, the middle portions of the steel-straw combined formwork plates are straw layers, a plurality of reinforcing rib through holes are arranged in the straw layers at equal intervals, reinforcing ribs penetrate through the reinforcing rib through holes, eyelets for the reinforcing ribs to penetrate through are formed in the joint of the column formwork and the beam formwork plate on the side face of the column formwork, eyelets for the reinforcing ribs to penetrate through are formed in the joint of the plate formwork and the beam formwork, the reinforcing ribs coming out of the plate formwork penetrate through the eyelets which are parallel and level to the inner side face of the beam formwork, the joints of the column formwork and the plate formwork are formed in the joint of the column formwork and the.

2. A novel composite form as claimed in claim 1, wherein: the reinforcing rib perforation from the top down horizontal parallel arrangement that equidistant arranging in the post template, on four template faces of a set of post template, the back is worn out to the same layer reinforcing rib of two relative template faces, through straining the stay bolt to fix through fixing the bolt buckle.

3. A novel composite form as claimed in claim 1, wherein: the reinforcing rib through hole is of a hollow steel pipe structure, and two sides of the outer surface of the steel pipe are respectively welded and fixed with the inner wall surfaces of the steel plates at two sides.

4. A novel composite form as claimed in claim 1, wherein: the compacted straw layer is firmly adhered to the outer side light steel plate through the fixing glue.

5. A novel composite form as claimed in claim 1, wherein: the beam template comprises a beam bottom template and beam side templates, reinforcing ribs which sequentially penetrate through the beam side templates and the column template surfaces are fixedly connected between the end parts of the beam side templates and the column template, the reinforcing ribs penetrate through the column template and the column template, the inner side end faces of the beam bottom template are parallel and level, a plurality of reinforcing ribs which are horizontally distributed along the length direction in the beam bottom template are perforated, a plurality of holes for the reinforcing ribs to penetrate through are correspondingly arranged at the bottom of the beam side templates, and a plurality of reinforcing ribs which are horizontally distributed in the beam bottom template are fixedly connected with the beam side templates after penetrating.