CN219548387U - Novel support-free assembled integral steel template - Google Patents

Abstract

The utility model relates to a novel support-free assembled integral steel template, and belongs to the technical field of steel templates. The method mainly solves the problems that a scaffold and supporting measures still need to be erected in the use process of the template and the construction occupies more space, and provides the following technical scheme. The device comprises a U-shaped template, wherein the U-shaped template comprises an L-shaped template and a straight template which are mutually spliced; the top and the bottom of the L-shaped template are provided with first bolt holes. According to the utility model, the templates are divided into a plurality of blocks along the height direction of the column, the blocks are manufactured and molded on the ground and then transported to the site for assembly, the size of the templates can be adjusted according to the section of the component, the templates can be erected only by adopting the movable scaffold, supporting measures are not needed in the concrete pouring process, the occupied space is small, and the damage to the peripheral wall is small; the construction period can be obviously shortened, and the construction cost is reduced. After the concrete reaches the design strength, the template is simple to detach and can be directly transferred to other places for reuse, and the turnover utilization rate of the template is high.

Description

Novel support-free assembled integral steel template

Technical Field

The utility model relates to the technical field of steel templates, in particular to a novel support-free assembled integral steel template.

Background

When the section of the concrete member is enlarged and reinforced, a scaffold and a template are required to be erected, the site operation time is long, the construction period is long, and more construction wastes are generated; the construction occupies more space and has larger damage to peripheral walls and the like; and the newly added concrete with the increased section is cured to the specified strength, and after the template is removed, the template has low recycling rate and poor economic benefit.

The utility model discloses a steel form and template structure, steel form disposes in the expansion joint, and steel form is connected with the aluminum form to form the exterior wall form, steel form includes steel sheet body, fixed subassembly and coupling assembling, and fixed subassembly is connected on the steel sheet body, is provided with fixed part on the fixed subassembly for with interior wall form fixed connection, coupling assembling with the structural connection of at least part of fixed subassembly, coupling assembling disposes in the left side and/or the right side of steel sheet body, and the coupling assembling and the aluminum form fixed connection of at least one of left side and the right side that lie in the steel sheet body. Can realize the compatibility with the aluminum mould plate, the whole structure is convenient to assemble and disassemble, and the construction efficiency is improved. The scaffold and the supporting measures still need to be erected in the use process of the template, and the construction occupies more space.

Therefore, we propose a novel support-free assembled integral steel template.

Disclosure of Invention

The utility model aims to provide a novel support-free assembled integral steel template, which solves the problems that a scaffold and supporting measures are still needed to be erected in the use process of the template proposed by the background technology, and more space is occupied in construction.

In order to solve the technical problems, the utility model provides the following technical scheme: the novel support-free assembled integral steel template comprises a U-shaped template, wherein the U-shaped template comprises an L-shaped template and a straight template which are mutually spliced; the top and the bottom of the L-shaped template are provided with first bolt holes, the surface of the L-shaped template is fixedly welded with first channel steel stiffening ribs extending into the back of the L-shaped template, and the surface of the first channel steel stiffening ribs is provided with first anchor bolt holes; bolt holes II are formed in the top and the bottom of the I-shaped template, a channel steel stiffening rib II with the length longer than that of the I-shaped template is welded and fixed to one side of the I-shaped template, and anchor bolt holes II are formed in the surface of the channel steel stiffening rib II.

Further, a first length adjusting screw is arranged between the side edge of the L-shaped template and the first channel steel stiffening rib.

Further, the inner wall of the U-shaped template is provided with a concrete column, one side of the concrete column is provided with a connecting anchor bolt, and the connecting anchor bolt respectively penetrates through the first anchor bolt hole and the second anchor bolt hole and then is inserted into the concrete column.

Further, a splicing bolt is arranged between the two U-shaped templates, and the splicing bolt is respectively inserted into the first bolt hole and the second bolt hole to fix the two U-shaped templates.

Further, the first bolt hole is matched with the second bolt hole in diameter, and the first anchor bolt hole is matched with the second anchor bolt hole in diameter.

Compared with the prior art, the utility model has the following beneficial effects:

according to the utility model, the templates are divided into a plurality of blocks along the height direction of the column, the blocks are manufactured and molded on the ground and then transported to the site for assembly, the size of the templates can be adjusted according to the section of the component, the templates can be erected only by adopting the movable scaffold, supporting measures are not needed in the concrete pouring process, the occupied space is small, and the damage to the peripheral wall is small; the construction period can be obviously shortened, and the construction cost is reduced. After the concrete reaches the design strength, the template is simple to detach and can be directly transferred to other places for reuse, and the turnover utilization rate of the template is high.

Drawings

The accompanying drawings are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate the utility model and together with the embodiments of the utility model, serve to explain the utility model. In the drawings:

FIG. 1 is a schematic perspective view of an embodiment of the present utility model;

FIG. 2 is a schematic diagram of an embodiment of the present utility model;

FIG. 3 is a schematic top view of FIG. 2 according to an embodiment of the present utility model;

FIG. 4 is a schematic view of an L-shaped template according to an embodiment of the present utility model;

fig. 5 is a schematic structural diagram of a linear template according to an embodiment of the present utility model.

In the figure:

1. a U-shaped template;

11. an L-shaped template; 111. a first bolt hole; 112. channel steel stiffening ribs I; 113. an anchor bolt hole I; 114. a first length adjusting screw;

12. a linear template; 121. a second bolt hole; 122. channel steel stiffening ribs II; 123. anchor bolt holes II;

3. a concrete column; 4. connecting anchor bolts; 5. and splicing bolts.

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 present utility model provides the following technical solutions: the novel support-free assembled integral steel template comprises a U-shaped template 1, wherein the U-shaped template 1 comprises an L-shaped template 11 and a straight template 12 which are mutually spliced; the top and the bottom of the L-shaped template 11 are provided with first bolt holes 111, the surface of the L-shaped template 11 is fixedly welded with first channel steel stiffening ribs 112 extending into the back of the L-shaped template 11, and the surface of the first channel steel stiffening ribs 112 is provided with first anchor bolt holes 113; bolt holes two 121 have all been seted up to the top and the bottom of a style of calligraphy template 12, one side welded fastening of a style of calligraphy template 12 has the channel-section steel stiffening rib two 122 that length is greater than a style of calligraphy template 12 length, anchor hole two 123 have been seted up on the surface of channel-section steel stiffening rib two 122, when using whole structure, through welding channel-section steel stiffening rib one 112 and L form template 11, weld channel-section steel stiffening rib two 122 and a style of calligraphy template 12, the convenience is when it takes place to damage, can dismantle it in time and weld new structure and use.

According to fig. 1, a first length adjusting screw 114 is disposed between the side edge of the L-shaped formwork 11 and the first channel steel stiffening rib 112, and in use of the L-shaped formwork 11, the first length adjusting screw 114 effectively ensures the close fitting of the L-shaped formwork 12 and the L-shaped formwork 11 and the fixing of the L-shaped formwork 12 and the L-shaped formwork 11 when the L-shaped formwork 12 is fitted to the side edge of the L-shaped formwork 11, and the U-shaped formworks 1 of different numbers can be spliced according to the actual length of the L-shaped formwork when the length of the whole concrete column 3 is changed.

According to fig. 2, it can be seen that the inner wall of the U-shaped template 1 is provided with a concrete column 3, one side of the concrete column 3 is provided with a connecting anchor bolt 4, the connecting anchor bolts 4 respectively penetrate through the first anchor bolt hole 113 and the second anchor bolt hole 123 and then are inserted into the concrete column 3, and when the U-shaped template 1 is installed, the connecting anchor bolts 4 are inserted, so that the connection stability between the U-shaped template 1 and the concrete column 3 is effectively ensured, and the use of the whole U-shaped template 1 is facilitated.

As can be seen from fig. 2, a splicing bolt 5 is arranged between the two U-shaped templates 1, the splicing bolt 5 is inserted into the first bolt hole 111 and the second bolt hole 121 to fix the two U-shaped templates 1, and the splicing bolt 5 plays a role in locking, so that when the upper and lower two U-shaped templates 1 are attached, the splicing effect between the two U-shaped templates 1 is ensured

According to fig. 1, the first bolt hole 111 and the second bolt hole 121 are matched in aperture, the first anchor bolt hole 113 and the second anchor bolt hole 123 are matched in aperture, and through the arrangement, only the uniform size is needed in the use of the connecting anchor bolt 4 and the splicing bolt 5, so that convenience in the installation and splicing of the structure is ensured.

The working principle of the utility model is as follows: when the whole structure is used, firstly, the straight-shaped template 12 is inserted into the L-shaped template 11, the locking and fixing are carried out through the first length adjusting screw 114, after the fixing is carried out, the whole U-shaped template 1 is moved to the surface of the concrete column 3 to protect and support the surface of the concrete column 3, when the supporting is carried out, the connecting anchor bolts 4 are inserted into the first anchor holes 113 and the second anchor holes 123, the first channel steel stiffening ribs 112 and the second channel steel stiffening ribs 122 are fixed with the concrete column 3, the fixing between the whole U-shaped template 1 and the concrete column 3 is further ensured, after the fixing is carried out, when the plurality of U-shaped templates 1 are required to be used, the locking is carried out after the splicing bolts 5 are inserted into the first bolt holes 111 and the first channel steel stiffening ribs 112, and the splicing effect between the plurality of U-shaped templates 1 is ensured.

It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

Finally, it should be noted that: the foregoing description is only a preferred embodiment of the present utility model, and the present utility model is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present utility model has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.

Claims (5)

1. Novel exempt from to support and assemble integral steel form, its characterized in that: the device comprises a U-shaped template (1), wherein the U-shaped template (1) comprises an L-shaped template (11) and a straight template (12) which are mutually spliced; the top and the bottom of the L-shaped template (11) are provided with first bolt holes (111), the surface of the L-shaped template (11) is fixedly welded with first channel steel stiffening ribs (112) which extend into the back of the L-shaped template (11), and the surface of the first channel steel stiffening ribs (112) is provided with first anchor bolt holes (113); bolt holes II (121) are formed in the top and the bottom of the straight-line-shaped template (12), a channel steel stiffening rib II (122) with the length longer than that of the straight-line-shaped template (12) is fixedly welded on one side of the straight-line-shaped template (12), and anchor bolt holes II (123) are formed in the surface of the channel steel stiffening rib II (122).

2. The novel support-free assembled integral steel form of claim 1, wherein: a first length adjusting screw (114) is arranged between the side edge of the L-shaped template (11) and the first channel steel stiffening rib (112).

3. The novel support-free assembled integral steel form of claim 1, wherein: the inner wall department of U-shaped template (1) is provided with concrete column (3), and one side of concrete column (3) is provided with connecting anchor bolt (4), inserts in concrete column (3) after connecting anchor bolt (4) run through anchor bolt hole one (113) and anchor bolt hole two (123) respectively.

4. The novel support-free assembled integral steel form of claim 1, wherein: a splicing bolt (5) is arranged between the two U-shaped templates (1), and the splicing bolt (5) is respectively inserted into the first bolt hole (111) and the second bolt hole (121) to fix the two U-shaped templates (1).

5. The novel support-free assembled integral steel form of claim 1, wherein: the first bolt hole (111) and the second bolt hole (121) are matched in aperture, and the first anchor bolt hole (113) and the second anchor bolt hole (123) are matched in aperture.