CN220768836U - Adjustable square column steel template - Google Patents

Abstract

The utility model relates to a template engineering field especially relates to an adjustable square column steel form, including the steel form body, adjust base and locking mechanical system, during the installation, on-the-spot staff adjusts the steel form body according to the size of different square columns, adjusts the position of template through adjusting the base, after the position is taken one's place, uses locking mechanical system to lock the steel form body on adjusting the base, and locking mechanical system can make adjacent steel form body interlock simultaneously, and then has realized using one set of steel form just can accomplish the template engineering construction of square column to the square column of equidimension. The method has the advantages that the problem that the square column steel template in the related technology is only applicable to columns of specific types or sizes and cannot adapt to square column requirements of different sizes or shapes on a construction site is solved to a certain extent.

Description

Adjustable square column steel template

Technical Field

The application relates to the field of template engineering, in particular to an adjustable square column steel template.

Background

Square column steel forms are generally referred to as steel forms for concrete casting, which are used to support and enclose concrete to achieve a desired shape and size during hardening. Templates of this type are widely used in construction and civil engineering for building square or near square columns. After the concrete placement is complete, the square column steel forms can be removed and cleaned and prepared for the next use. The reusable characteristic makes the square column steel template an efficient, economical and environment-friendly construction tool, and is suitable for construction projects of various scales and types.

Although square column steel forms are a common construction tool, problems may be encountered during use, and common problems are typically wear and damage, uneven surfaces, difficult stripping, inaccurate dimensions, poor durability, and difficulty in adapting to diverse requirements.

In the related art, although the problems of abrasion and damage, uneven surface, difficult demoulding, inaccurate size and poor durability are solved to a certain extent, the square column steel template in the related art may be only suitable for columns of a specific type or size, and cannot adapt to the square column requirements of different sizes or shapes of construction sites.

Disclosure of Invention

In order to solve the problem that the square column steel template in the related art is only applicable to a specific type or size of column and cannot adapt to the square column requirements of different sizes or shapes of construction sites, the application provides an adjustable square column steel template.

The application provides an adjustable square column steel template adopts following technical scheme:

an adjustable square column steel template comprises

The steel template comprises four steel template bodies, wherein four steel template bodies are fixedly provided with connecting plates, the connecting plates are used for connecting the four steel template bodies with each other, and the four steel template bodies simultaneously wrap a square column;

the steel template comprises four steel template bodies, wherein the four steel template bodies are arranged on the steel template body, and the four steel template bodies are arranged on the steel template body; and

the locking mechanism comprises a first locking component and a second locking component, wherein the first locking component is used for locking the position of a single steel template body, and the second locking component is used for locking the position between adjacent steel template bodies.

Through adopting above-mentioned technical scheme, set up adjustable square column steel form into the combination of steel form body, adjust base and locking mechanical system for when the construction site carries out the template engineering construction to the square column, only need set up the steel form body on adjusting the base, the position of steel form body is adjusted according to the required size of design again, finally reuse locking mechanical system is fixed the position of steel form, thereby realized the square column of whichever size, all can use same set of template to prop up the mould construction, thereby solved the square column steel form among the correlation technique probably only to be applicable to the post of specific type or size to a certain extent, unable adaptation construction site different size or the problem of square column demand of shape.

Optionally, the first locking component includes locking hole and locking pin, the locking hole is seted up on the steel form body, the locking hole is close to adjust the slide rail setting, set up the locating hole on adjusting the slide rail, the locating hole has been seted up a plurality ofly, a plurality of the locating hole is followed adjust the length direction of slide rail evenly sets up, the locking pin can pass simultaneously locking hole and a plurality of one of locating hole.

Through adopting above-mentioned technical scheme, set up into the combination of locking hole and locking pin with first locking subassembly, set up the locating hole simultaneously on adjusting the slide rail for according to the designing requirement, after the steel form body adjusted the position, pass locking hole and locating hole with the locking pin simultaneously, thereby make single steel form body locked.

Optionally, the aperture of the locking hole is larger than the aperture of the positioning hole.

By adopting the technical scheme, the aperture of the locking hole is set to be larger than that of the positioning hole, so that the first locking assembly can be better locked.

Optionally, the second locking subassembly includes locking bolt, locking nut and locking cap, the locking groove has been seted up on the steel form body, the connecting hole has been seted up on the connecting plate, locking bolt passes simultaneously the connecting hole with the locking groove, locking nut is located the steel form body is kept away from one side of square post, locking nut with locking bolt threaded connection, the locking cap can be dismantled and be connected locking bolt is close to locking nut's one end, the locking cap is used for connecting locking bolt with locking nut is fixed when.

Through adopting above-mentioned technical scheme, set up the second locking subassembly into locking bolt, lock nut and the combination of fixed cap for when will lock two adjacent steel form bodies together, only need through fixing the fixed cap, then rotate lock nut again, just can realize the locking of second locking subassembly, namely realized the locking between two adjacent steel form bodies.

Optionally, the locking bolt is close to the one end fixedly connected with prism pole of locking groove, set up the prism hole on the fixed cap, the prism pole is inserted and is established in the prism hole.

Through adopting above-mentioned technical scheme, the setting in prism pole and prism hole for when needs are fixed locking bolt, only need just can insert the locking cap through prism pole and prism hole, and then make locking bolt fix, thereby the locking of the second locking component of being convenient for.

Optionally, the prism rod is a triangular prism rod, and the prism hole is a triangular prism hole.

By adopting the technical scheme, the prism rod is set to be triangular, the corresponding prism hole is also set to be triangular, and the triangular setting is more stable.

Optionally, the fixing cap is provided with fixing rods, the fixing rods are provided with a plurality of fixing rods, and the fixing rods are uniformly distributed along the periphery of the fixing cap.

Through adopting above-mentioned technical scheme, the setting of many dead levers for when fixing locking bolt, the staff can operate more easily.

Optionally, an elastic rubber block is further provided, and the elastic rubber block is used for blocking the locking groove.

Through adopting above-mentioned technical scheme, the setting of elastic rubber piece has reduced at the in-process of follow-up pouring concrete effectively, and concrete slurry overflows from the locking groove to the planarization of square column surface has been guaranteed.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the adjustable square column steel template is set to be a combination of the steel template body, the adjusting base and the locking mechanism, so that when square columns with different sizes are to be supported on a construction site, only a single steel template body needs to be adjusted through the adjusting base, and then the first locking component and the second locking component are used for locking in sequence, so that the square columns with any size can be supported on the same template, the problem that the square column steel template in the related technology is only applicable to the pillars with specific types or sizes and cannot be suitable for the square column requirements with different sizes or shapes on the construction site is solved to a certain extent;

2. the first locking assembly is provided with a combination of the locking hole and the locking pin, and the adjusting slide rail is provided with the positioning hole at the same time, so that the locking pin passes through the locking hole and the positioning hole at the same time after the steel template body is adjusted in position according to design requirements, and the single steel template body is locked;

3. by arranging the second locking assembly as a combination of the locking bolt, the locking nut and the fixing cap, when two adjacent steel template bodies are to be locked together, the locking of the second locking assembly, namely the locking between the two adjacent steel template bodies, can be realized only by fixing the fixing cap and then rotating the locking nut.

Drawings

Fig. 1 is a schematic diagram of an overall structure of an adjustable square column steel form according to an embodiment of the present application.

Fig. 2 is a schematic structural diagram of a steel form body of an adjustable square column steel form according to an embodiment of the present application.

Fig. 3 is a detailed view of an adjusting base and an adjusting slide of a steel form of an adjustable square column steel form according to an embodiment of the present application.

Fig. 4 is a detail view of a second locking assembly of a steel form of an adjustable square column steel form in accordance with an embodiment of the present application.

Fig. 5 is a detailed view of the locking cap of fig. 4 after it is disengaged from the locking bolt.

Reference numerals illustrate:

1. a steel template body; 2. a connecting plate; 3. adjusting the base; 4. adjusting the sliding rail; 5. a first locking assembly; 51. a locking hole; 52. a locking pin; 6. positioning holes; 7. a second locking assembly; 71. a locking bolt; 72. a lock nut; 73. a fixing cap; 8. a locking groove; 9. a connection hole; 10. a prism rod; 11. prismatic holes; 12. and a fixing rod.

Detailed Description

The present application is described in further detail below in conjunction with figures 1-5.

The embodiment of the application discloses an adjustable square column steel template.

It should be noted that, in the description of the present utility model, it should be understood that the terms "center", "longitudinal", "transverse", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the apparatus or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.

Referring to fig. 1, an adjustable square column steel form includes steel form body 1, adjust base 3 and locking mechanical system, during the installation, on-the-spot staff adjusts steel form body 1 according to the size of different square columns, adjust the position of template through adjusting base 3, after the position is taken one's place, use locking mechanical system to lock steel form body 1 on adjusting base 3, locking mechanical system can make adjacent steel form body 1 lock each other simultaneously, and then the template engineering construction of square column just can be accomplished to the square column of different sizes using a set of steel form, the square column steel form among the correlation technique of this application has been solved probably only being applicable to the specific type or the size of post to a certain extent, unable problem of adapting to the square column demand of the different sizes or the shape of job site.

In this embodiment of the application, steel form body 1 is provided with four, all fixes being provided with connecting plate 2 on four steel form bodies 1, and connecting plate 2 is used for four steel form body 1 interconnect, and a square post is wrapped up simultaneously to four steel form bodies 1. In an actual construction site, the steel form body 1 may be provided with a plurality of blocks far greater than four blocks, which does not require the provision of various forms of different sizes as in conventional form engineering.

It should be noted that, after the concrete is poured, a vertical groove is left at the position of the connecting plate 2, which is beneficial to the demoulding of the steel template body 1. Meanwhile, when the concrete is designed, the steel bars in the square columns are designed to have the thickness of a certain protection layer, and the condition that the section of the square columns exceeds the steel bars cannot be caused by the concrete quantity missing from the connecting plate 2. Only for the acceptance requirement of the appearance of the square column, the concrete mortar needs to be filled in the position of the groove where the concrete is missing.

Referring to fig. 2 and 3, adjust base 3 detachable connection on building structure, be provided with on the adjust base 3 and adjust slide rail 4, steel form body 1 can slide on adjusting slide rail 4, adjust base 3 and be provided with four, four adjust base 3 and four steel form body 1 one-to-one. In this embodiment, adjust the form that slide rail 4 adopted is outer slide rail, has offered on the steel form body 1 promptly and has supplied the gliding sliding tray of steel form body 1, and the sliding tray cooperates with adjusting slide rail 4 and realizes the slip, adjusts slide rail 4 except having the effect of adjusting the size of steel form body 1 pair post parcel, still has the effect that reduces the possibility that steel form body 1 takes place to twist reverse to a certain extent.

Referring to fig. 1 and 4, the locking mechanism includes a first locking assembly 5 for locking the position of a single steel form body 1 and a second locking assembly 7 for locking the position between adjacent steel form bodies 1. In this embodiment, the first locking component 5 is mainly used to lock the single steel template body 1, so as to prevent the single steel template body 1 from twisting or being excessively adjusted. The second locking component 7 is mainly used for locking two adjacent steel template bodies 1, so that the two adjacent steel template bodies 1 are effectively locked together, and further effective connection between the two adjacent steel template bodies 1 can be realized.

The first locking assembly 5 comprises a locking hole 51 and a locking pin 52, the locking hole 51 is formed in the steel template body 1, the locking hole 51 is arranged close to the adjusting sliding rail 4, the adjusting sliding rail 4 is provided with a positioning hole 6, the positioning hole 6 is provided with a plurality of positioning holes 6, the positioning holes 6 are uniformly formed along the length direction of the adjusting sliding rail 4, and the locking pin 52 can penetrate through the locking hole 51 and one of the positioning holes 6 at the same time.

The first locking assembly 5 is provided as a combination of the locking hole 51 and the locking pin 52, while the positioning hole 6 is provided on the adjustment slide 4, so that the locking pin 52 is simultaneously penetrated through the locking hole 51 and the positioning hole 6 after the steel form body 1 is adjusted in position according to design requirements, thereby allowing the single steel form body 1 to be locked.

The locking hole 51 has a larger aperture than the positioning hole 6.

The aperture of the locking hole 51 is set larger than that of the positioning hole 6 so that the first locking assembly 5 can be locked better.

Referring to fig. 1 and 5, the second locking assembly 7 includes a locking bolt 71, a locking nut 72 and a fixing cap 73, a locking groove 8 is formed in the steel form body 1, a connecting hole 9 is formed in the connecting plate 2, the locking bolt 71 passes through the connecting hole 9 and the locking groove 8 at the same time, the locking nut 72 is located at one side of the steel form body 1 far away from the square column, the locking nut 72 is in threaded connection with the locking bolt 71, the fixing cap 73 is detachably connected at one end of the locking bolt 71 close to the locking nut 72, and the fixing cap 73 is used for fixing the locking bolt 71 when the locking bolt 71 is connected with the locking nut 72.

In this embodiment, for a pair of adjacent steel form bodies 1, the second locking assemblies 7 are provided with three groups, and in other embodiments, the second locking assemblies 7 may be provided with two groups, four groups, five groups or other number of groups are all embodiments that can be implemented in this application. It is necessary to set up how many groups of square columns in practice, how high the square columns are to be seen in advance according to the requirements of the architectural design, and then the number of the second locking assemblies 7 is set up again, but no matter how high the square columns are, it is not recommended to set up the number of the second locking assemblies 7 as one group.

The second locking assembly 7 is provided as a combination of the locking bolt 71, the locking nut 72 and the fixing cap 73, so that when two adjacent steel form bodies 1 are to be locked together, the locking of the second locking assembly 7, that is, the locking between the two adjacent steel form bodies 1 can be achieved only by fixing the fixing cap 73 and then rotating the locking nut 72.

The locking bolt 71 is close to the prismatic pole 10 of one end fixedly connected with of locking groove 8, has offered prismatic hole 11 on the fixed cap 73, and prismatic pole 10 inserts and establishes in prismatic hole 11.

The prism rod 10 and the prism hole 11 are provided such that when the locking bolt 71 needs to be fixed, the fixing cap 73 can be inserted only through the prism rod 10 and the prism hole 11, and thus the locking bolt 71 is fixed, thereby facilitating the locking of the second locking assembly 7.

In the present embodiment, the prism rod 10 is a triangular prism rod 10, and the prism holes 11 are triangular prism holes 11. In other embodiments, the provision of the prism rod 10 as other polygonal prism holes 11 is an embodiment that can be implemented in the present application.

The prism bars 10 are arranged in a triangle, and the corresponding prism holes 11 are also arranged in a triangle, so that the triangular arrangement is more stable.

Referring to the drawings, the fixing cap 73 is provided with a plurality of fixing rods 12, and the plurality of fixing rods 12 are uniformly distributed along the circumferential side of the fixing cap 73.

It should be noted that, in the embodiment of the present application, only one fixing cap 73 and fixing rod 12 are required to be disposed on one steel form body 1, so that the steel form body 1 can be used.

The provision of the plurality of fixing bars 12 enables a worker to operate more easily when fixing the locking bolts 71. Specifically, when the field constructor needs to lock the second locking assembly 7, only a tool or a hand-held fixing rod 12 is needed, so that the locking bolt 71 cannot rotate, and then the tool is used for adjusting the locking nut 72, so that the second locking assembly 7 can be locked.

An elastic rubber block is also arranged and is used for blocking the locking groove 8. It should be noted that, for convenience of expression, the elastic rubber block is not shown in the drawings in the embodiments of the present application, and it is common knowledge in the art for a person skilled in the art as to what the elastic rubber block is.

The arrangement of the elastic rubber block effectively reduces the overflow of concrete slurry from the locking groove 8 in the subsequent concrete pouring process, thereby ensuring the flatness of the outer surface of the square column.

The implementation principle of the adjustable square column steel template in the embodiment of the application is as follows: the adjustable square column steel template is arranged to be a combination of the steel template body 1, the adjusting base 3 and the locking mechanism, so that when the square column is subjected to template engineering construction on a construction site, the steel template body 1 is only required to be arranged on the adjusting base 3, the position of the steel template body 1 is adjusted according to the size required by design, and finally the locking mechanism is used for fixing the position of the steel template, so that the square column with any size can be subjected to template supporting construction by using the same set of templates, and the problem that the square column steel template in the related art is only applicable to the pillars with specific types or sizes and cannot adapt to the square column requirements of different sizes or shapes on the construction site is solved to a certain extent.

The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.

Claims (8)

1. An adjustable square column steel form, comprising:

the steel template comprises steel template bodies (1), wherein the steel template bodies (1) are provided with four steel template bodies, connecting plates (2) are fixedly arranged on the four steel template bodies (1), the connecting plates (2) are used for connecting the four steel template bodies (1) with each other, and the four steel template bodies (1) simultaneously wrap a square column;

the steel template comprises adjusting bases (3), wherein the adjusting bases (3) are detachably connected to building structural members, adjusting sliding rails (4) are arranged on the adjusting bases (3), the steel template body (1) can slide on the adjusting sliding rails (4), and the four adjusting bases (3) are in one-to-one correspondence with the four steel template bodies (1); and

the locking mechanism comprises a first locking assembly (5) and a second locking assembly (7), wherein the first locking assembly (5) is used for locking the position of a single steel template body (1), and the second locking assembly (7) is used for locking the position between adjacent steel template bodies (1).

2. An adjustable square column steel template according to claim 1, characterized in that the first locking assembly (5) comprises a locking hole (51) and a locking pin (52), the locking hole (51) is formed in the steel template body (1), the locking hole (51) is close to the adjusting sliding rail (4), the adjusting sliding rail (4) is provided with a positioning hole (6), the positioning hole (6) is formed in a plurality, a plurality of positioning holes (6) are uniformly formed along the length direction of the adjusting sliding rail (4), and the locking pin (52) can penetrate through the locking hole (51) and one of the positioning holes (6) at the same time.

3. An adjustable square column steel form according to claim 2, characterized in that the locking hole (51) has a larger aperture than the positioning hole (6).

4. The adjustable square column steel template according to claim 1, wherein the second locking assembly (7) comprises a locking bolt (71), a locking nut (72) and a fixing cap (73), a locking groove (8) is formed in the steel template body (1), a connecting hole (9) is formed in the connecting plate (2), the locking bolt (71) passes through the connecting hole (9) and the locking groove (8) at the same time, the locking nut (72) is located on one side, far away from a square column, of the steel template body (1), the locking nut (72) is in threaded connection with the locking bolt (71), the fixing cap (73) is detachably connected to one end, close to the locking nut (72), of the locking bolt (71), and the fixing cap (73) is used for fixing the locking bolt (71) when the locking bolt (71) is connected with the locking nut (72).

5. An adjustable square column steel template according to claim 4, wherein one end of the locking bolt (71) close to the locking groove (8) is fixedly connected with a prism column (10), the fixing cap (73) is provided with a prism hole (11), and the prism column (10) is inserted into the prism hole (11).

6. An adjustable square column steel template according to claim 5, characterized in that the prism rod (10) is a triangular prism rod and the prism holes (11) are triangular prism holes.

7. The adjustable square column steel template according to claim 6, wherein the fixing cap (73) is provided with a plurality of fixing rods (12), and the fixing rods (12) are uniformly distributed along the periphery of the fixing cap (73).

8. An adjustable square column steel moulding plate according to claim 4, characterized in that an elastic rubber block is also provided, which is used for plugging the locking groove (8).