CN212096811U - Detachable shaping steel template structure for prefabricating crane beam - Google Patents
Detachable shaping steel template structure for prefabricating crane beam Download PDFInfo
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- CN212096811U CN212096811U CN201922090029.4U CN201922090029U CN212096811U CN 212096811 U CN212096811 U CN 212096811U CN 201922090029 U CN201922090029 U CN 201922090029U CN 212096811 U CN212096811 U CN 212096811U
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Abstract
The utility model provides a prefabricated detachable design steel template structure of using of crane beam, include: a plurality of design steel form units of connecting of dismantling, design steel form unit includes first stand, first spreader, the second stand, the second spreader and template, first stand sets up two rows along vertical direction, each row of first stand sets up a plurality of side by side, along the even a plurality of first crossbeam that is provided with of horizontal direction between the two adjacent first stands of each row of first stand, first crossbeam is used for making the first stand of each row link together, first stand sets up with first spreader mutually perpendicular. Above-mentioned prefabricated detachable design steel template structure of using of crane beam has following advantage at least: the splicing is simple, the disassembly is convenient, the construction is greatly facilitated, and the labor intensity of workers is reduced; the design steel die plate can be repeatedly used, the turnover frequency is high, extra cost is saved, safety is guaranteed, decoration labor can be saved, and the construction period is shortened.
Description
Technical Field
The utility model relates to a prefabricated technical field of crane beam particularly, relates to a prefabricated detachable design steel template structure of using of crane beam.
Background
The crane beam is required to be determined in size, the templates are assembled, and concrete can be poured after the templates are fixed. Currently, the formwork used is generally a wooden formwork. The bottom die is placed, the bottom edges of the side dies are clamped by wood clips outside, the wood clips are nailed on the wood blocks, and the side dies are supported by inclined struts outside, so that the construction period is long, and the assembly process is complex; the personnel investment is large, and the construction quality is difficult to control; the impression effect after molding is poor.
Disclosure of Invention
In view of this, the utility model provides a prefabricated detachable design steel template structure of using of crane beam aims at solving the problem that improves crane beam prefabrication efficiency.
One aspect, the utility model provides a prefabricated detachable design steel template structure of using of crane beam, include: a plurality of detachably connected shaped steel template units, wherein each shaped steel template unit comprises a first upright post, a first cross post, a second upright post, a second cross post and a template,
the first upright columns are arranged in two rows along the vertical direction, each row of the first upright columns is provided with a plurality of first cross beams side by side, a plurality of first cross beams are uniformly arranged between two adjacent first upright columns of each row of the first upright columns along the horizontal direction, the first cross beams are used for connecting the first upright columns of each row together, and the first upright columns and the first cross columns are arranged vertically;
the second upright columns are arranged in two rows along the vertical direction, a plurality of second cross beams are arranged between two adjacent second upright columns in each row along the horizontal direction, the second cross beams are used for connecting the second upright columns in each row together, and the second upright columns and the second cross columns are arranged vertically;
the two rows of second upright columns are oppositely arranged between the two rows of first upright columns, and the first upright columns and the second upright columns are oppositely parallel and are arranged at equal intervals; the lower end of the second upright post is flush with the lower end of the first upright post, and the upper end of the second upright post and the upper end of the first upright post keep a preset distance; the lower ends of the two rows of second upright columns are simultaneously connected with the upper side surface of a bottom plate, and the bottom plate is arranged along the horizontal direction;
and a preset interval is kept between the two rows of second upright columns, so that a T-shaped cavity is formed between the two rows of first upright columns and between the two rows of second upright columns, and the template is laid on the side wall of the T-shaped cavity, so that the crane beam is poured in the T-shaped cavity.
Further, the first connecting column is arranged along the horizontal direction.
Further, the second upright post is connected with the bottom plate through a bolt.
Further, two adjacent shaping steel template units are connected through bolts.
Further, the first upright columns which are contacted with each other between two adjacent shaped steel template units are connected through bolts.
Further, the templates include a first template, a second template, and a third template.
Furthermore, the upper ends of the first upright columns in each row are connected through a first angle steel;
the first template is laid on the opposite side walls of the two rows of the first upright columns along the water direction, the upper end of the first template is connected with the first angle steel, and the lower end of the first template is flush with the upper end of the second upright column.
Further, the second template is arranged along the horizontal direction and is perpendicular to the first template; one side of the second template is connected with the lower end of the first template, and the lower side surface of the other opposite side is connected with the upper end of the second upright post.
Furthermore, the lower ends of the second upright posts are provided with second angle steels, the third templates are laid on the opposite side walls of the two rows of the second upright posts, and the third templates and the second templates are arranged vertically;
the upper side edge of the third template is connected with the other side edge of the second template, the lower side edge of the third template is connected with the second angle steel, and the lower side edge of the third template is connected with the upper side surface of the bottom plate through the second angle steel.
Furthermore, the upper ends of one of the second transverse columns and the second upright column are located at the same horizontal position, a second connecting column is arranged between the first angle steel and one of the second transverse columns, the second connecting columns are arranged in the vertical direction, and the plurality of second connecting columns are uniformly arranged between every two adjacent first upright columns.
Compared with the prior art, the beneficial effects of the utility model reside in that, through setting up a plurality of design steel form units that can dismantle the connection, design steel form unit includes first stand, first spreader, second stand, second spreader and template to make first stand, first spreader, second stand, second spreader and template interconnect in order to form the cavity of a T type structure, pour the crane beam in the cavity. Above-mentioned prefabricated detachable design steel template structure of using of crane beam has following advantage at least: the splicing is simple, the disassembly is convenient, the construction is greatly facilitated, and the labor intensity of workers is reduced; the design steel mould hardens reuse, and the turnover number of times is many, has saved some extra expenses, and safety has also obtained the assurance, can save the fitment recruitment, and the accurate edges and corners of concrete size after the shaping is neat, has shortened construction period.
Drawings
Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to refer to like parts throughout the drawings. In the drawings:
fig. 1 is a structural front view of a detachable shaped steel formwork for prefabricating a crane beam provided by an embodiment of the utility model;
figure 2 is the embodiment of the utility model provides a prefabricated detachable design steel form structure side view of using of crane beam.
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art. It should be noted that, in the present invention, the embodiments and features of the embodiments may be combined with each other without conflict. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
Referring to fig. 1 and 2, the present embodiment provides a detachable shaped steel form structure for prefabricating crane beams, which includes: a plurality of design steel form unit 1 of connecting of dismantling, design steel form unit 1 includes first stand 2, first spreader 3, second stand 6, second spreader 7 and template.
Specifically, first stand 2 sets up two rows along vertical direction, and each row first stand 2 sets up a plurality of side by side, each row 2 adjacent two of first stand along the even a plurality of first crossbeam that is provided with of horizontal direction between 2 first stands, first crossbeam is used for making every row 2 of first stand link together, 2 first stand with 3 mutually perpendicular settings of first spreader.
Specifically, the second upright 6 sets up two rows along vertical direction, and each row the second upright 6 sets up a plurality of side by side, and each row adjacent two in the second upright 6 along the even a plurality of second crossbeams that are provided with of horizontal direction between the second upright 6, the second crossbeam is used for making each row the second upright 6 links together, the second upright 6 with second spreader 7 mutually perpendicular sets up.
Specifically, two rows of the second upright columns 6 are oppositely arranged between two rows of the first upright columns 2, and the first upright columns 2 and the second upright columns 6 are oppositely parallel and are arranged at equal intervals; the lower end of the second upright post 6 is flush with the lower end of the first upright post 2, and the upper end of the second upright post 6 keeps a preset distance from the upper end of the first upright post 2; the lower ends of the two rows of second upright posts 6 are simultaneously connected with the upper side surface of a bottom plate 10, and the bottom plate 10 is arranged along the horizontal direction.
Specifically, a preset distance is kept between two rows of second upright columns 6, so that a T-shaped cavity 16 is formed between two rows of first upright columns 2 and between two rows of second upright columns 6, and the template is laid on the side wall of the T-shaped cavity 16, so that the crane beam is cast in the T-shaped cavity 16.
Specifically, each row of the first upright columns 2 is connected with each adjacent row of the second upright columns 6 through a first connecting column 8, and the first connecting columns 8 are arranged in the horizontal direction.
Specifically, the second pillar 6 and the base plate 10 are bolted together by a fixing bolt 12.
Specifically, two adjacent shaped steel formwork units 1 are bolted through connecting bolts 5.
Specifically, the first columns 2 that contact between two adjacent shaped steel template units 1 are bolted together by connecting bolts 5, so as to be convenient for disassembly.
Specifically, the templates include a first template 13, a second template 14, and a third template 15.
Specifically, the upper ends of the first columns 2 in each row are connected through a first angle steel 9; the first templates 13 are laid on the opposite side walls of the two rows of the first upright columns 2 along the water direction, the upper ends of the first templates 13 are connected with the first angle steels 9, and the lower ends of the first templates 13 are flush with the upper ends of the second upright columns 6.
Specifically, the second template 14 is disposed in a horizontal direction, and is disposed perpendicular to the first template 13; one side of the second template 14 is connected with the lower end of the first template 13, and the lower side of the opposite side is connected with the upper end of the second upright 6.
Specifically, the lower end of the second upright column 6 is provided with second angle steel 11, the third formworks 15 are laid on the opposite side walls of the two rows of second upright columns 6, and the third formworks 15 and the second formworks 14 are arranged vertically to each other; the upper side edge of the third template 15 is connected with the other side edge of the second template 14, the lower side edge of the third template 15 is connected with the second angle steel 11, and the lower side edge of the third template 15 is connected with the upper side surface of the bottom plate 10 through the second angle steel 11.
Specifically, one of them second spreader 7 with the upper end of second stand 6 is located same horizontal position, first angle steel 9 with one of them be provided with second spliced pole 4 between second spreader 7, second spliced pole 4 sets up along the vertical direction earlier, and a plurality of even the setting of second spliced pole 4 is in every row between two adjacent first stand 2.
Preferably, the first upright 2, the first horizontal column 3, the second upright 6, and the second horizontal column 7 are preferably formed of steel, round steel, or steel plate. The form is preferably a steel plate.
Specifically, the first upright 2, the first horizontal column 3, the second upright 6, and the second horizontal column 7 are preferably bolted or bound together.
Specifically, design steel form unit 1 connects as an organic whole back through the mode of can dismantling the connection, forms a T type cavity 16 in the design steel form unit 1, and T type cavity 16 is the recess of the T type structure on the design steel form unit 1 promptly. The plurality of shaped steel template units 1 are connected together through bolts to form an integral structure, and the number of the shaped steel template units 1 is determined according to crane beams to be poured. After a plurality of design steel form units 1 link together, be provided with the shutoff board along its relative open-ended both sides of setting up the direction at a plurality of design steel form units 1 to make T type cavity 16 only upper end opening, so that pour the concrete.
It can be seen that above-mentioned prefabricated detachable design steel template structure of using of crane beam is through setting up a plurality of design steel template unit 1 of dismantling the connection, design steel template unit 1 includes first stand 2, first spreader 3, second stand 6, second spreader 7 and template to make first stand 2, first spreader 3, second stand 6, second spreader 7 and template interconnect in order to form the cavity of a T type structure, pour the crane beam in the cavity. Above-mentioned prefabricated detachable design steel template structure of using of crane beam has following advantage at least: the splicing is simple, the disassembly is convenient, the construction is greatly facilitated, and the labor intensity of workers is reduced; the design steel mould hardens reuse, and the turnover number of times is many, has saved some extra expenses, and safety has also obtained the assurance, can save the fitment recruitment, and the accurate edges and corners of concrete size after the shaping is neat, has shortened construction period.
It will be apparent to those skilled in the art that various changes and modifications may be made without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (10)
1. The utility model provides a prefabricated detachable design steel template structure of using of crane beam which characterized in that includes: a plurality of detachably connected shaped steel template units, wherein each shaped steel template unit comprises a first upright post, a first cross post, a second upright post, a second cross post and a template,
the first upright columns are arranged in two rows along the vertical direction, each row of the first upright columns is provided with a plurality of first cross beams side by side, a plurality of first cross beams are uniformly arranged between two adjacent first upright columns of each row of the first upright columns along the horizontal direction, the first cross beams are used for connecting the first upright columns of each row together, and the first upright columns and the first cross columns are arranged vertically;
the second upright columns are arranged in two rows along the vertical direction, a plurality of second cross beams are arranged between two adjacent second upright columns in each row along the horizontal direction, the second cross beams are used for connecting the second upright columns in each row together, and the second upright columns and the second cross columns are arranged vertically;
the two rows of second upright columns are oppositely arranged between the two rows of first upright columns, and the first upright columns and the second upright columns are oppositely parallel and are arranged at equal intervals; the lower end of the second upright post is flush with the lower end of the first upright post, and the upper end of the second upright post and the upper end of the first upright post keep a preset distance; the lower ends of the two rows of second upright columns are simultaneously connected with the upper side surface of a bottom plate, and the bottom plate is arranged along the horizontal direction;
and a preset interval is kept between the two rows of second upright columns, so that a T-shaped cavity is formed between the two rows of first upright columns and between the two rows of second upright columns, and the template is laid on the side wall of the T-shaped cavity, so that the crane beam is poured in the T-shaped cavity.
2. The detachable shaped steel formwork structure for prefabricating the crane beam according to claim 1, wherein each row of the first upright columns is connected with each adjacent row of the second upright columns through first connecting columns, and the first connecting columns are arranged in the horizontal direction.
3. The detachable shaped steel formwork structure for prefabrication of crane beams according to claim 2, wherein the second upright is connected with the bottom plate through bolts.
4. The detachable shaped steel formwork structure for prefabrication of crane beams according to claim 1, wherein two adjacent shaped steel formwork units are connected through bolts.
5. The detachable shaped steel formwork structure for prefabrication of crane beams according to claim 1, wherein the first columns, which are in contact with each other, between two adjacent shaped steel formwork units are connected through bolts.
6. The detachable shaped steel formwork structure for prefabrication of a crane beam according to claim 1, wherein the formwork comprises a first formwork, a second formwork and a third formwork.
7. The detachable shaped steel formwork structure for prefabrication of crane beams according to claim 6, wherein the upper ends of the first columns of each row are connected through a first angle steel;
the first template is laid on the opposite side walls of the two rows of the first upright columns along the water direction, the upper end of the first template is connected with the first angle steel, and the lower end of the first template is flush with the upper end of the second upright column.
8. The detachable shaped steel formwork structure for prefabrication of crane beams according to claim 7, wherein the second formwork is arranged in the horizontal direction and is perpendicular to the first formwork; one side of the second template is connected with the lower end of the first template, and the lower side surface of the other opposite side is connected with the upper end of the second upright post.
9. The detachable shaped steel formwork structure for prefabricating the crane beam according to claim 8, wherein second angle steel is arranged at the lower end of the second upright, the third formwork is laid on the opposite side walls of the two rows of the second uprights, and the third formwork and the second formwork are arranged perpendicular to each other;
the upper side edge of the third template is connected with the other side edge of the second template, the lower side edge of the third template is connected with the second angle steel, and the lower side edge of the third template is connected with the upper side surface of the bottom plate through the second angle steel.
10. The detachable shaped steel formwork structure for prefabricating the crane beam according to claim 7, wherein the upper ends of one of the second transverse columns and the second vertical column are located at the same horizontal position, a second connecting column is arranged between the first angle steel and one of the second transverse columns, the second connecting columns are arranged in the vertical direction first, and a plurality of the second connecting columns are uniformly arranged between every two adjacent first vertical columns.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922090029.4U CN212096811U (en) | 2019-11-28 | 2019-11-28 | Detachable shaping steel template structure for prefabricating crane beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922090029.4U CN212096811U (en) | 2019-11-28 | 2019-11-28 | Detachable shaping steel template structure for prefabricating crane beam |
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| Publication Number | Publication Date |
|---|---|
| CN212096811U true CN212096811U (en) | 2020-12-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922090029.4U Active CN212096811U (en) | 2019-11-28 | 2019-11-28 | Detachable shaping steel template structure for prefabricating crane beam |
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| CN (1) | CN212096811U (en) |
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