CN215443113U - Column formwork support structure - Google Patents

Abstract

The utility model relates to a cylinder template bearing structure, including the template main part, install a plurality of first supporting component in the template main part, first supporting component includes a plurality of steel sheets, the outward flange butt of every steel sheet and template main part, the bottom of every steel sheet is the fixed connecting block that is provided with all, be provided with first bolt on the connecting block, the connecting block passes through first bolt and ground fixed connection, be provided with coupling assembling on the steel sheet, the steel sheet is provided with the second supporting component along vertical direction interval, be provided with a plurality of slant supporting component on the steel sheet. When the staff supported the template main part, the staff earlier with a plurality of steel sheet butt at the outward flange of template main part, the steel sheet uses coupling assembling to be connected with adjacent steel sheet, uses first bolt to fix the connecting block subaerial after that, then uses second supporting component and diagonal bracing subassembly to support the steel sheet, the steel sheet is wear-resisting, intensity is high, can used repeatedly, has improved template bearing structure's rate of reuse.

Description

Column formwork support structure

Technical Field

The application relates to the technical field of building construction, in particular to a column formwork supporting structure.

Background

In the process of concrete pouring and forming of an existing building, a building template is often required to be used for forming. In order to effectively prevent the template from deforming in the process of building pouring forming, a support structure needs to be installed on the template, so that the stability of the template in the process of pouring is improved.

Referring to fig. 1, a formwork support structure for cast-in-place construction of concrete on a column in a building is generally formed by assembling steel pipes 7 and battens 8, a plurality of battens 8 are installed at intervals along the outer edge of a formwork, and then a scaffold is erected on the outer edge of the battens 8 along the height direction of the formwork by using the steel pipes 7 to temporarily hoop the battens 8.

With respect to the related art among the above, the inventors consider that the following drawbacks exist: the stability of the flitch is relatively poor, after the flitch is used for a period of time, the strength of the flitch can not meet the requirement of supporting the template, a worker needs to manufacture a new flitch size again, wood is wasted, and the purposes of green construction, energy conservation and environmental protection are not met.

SUMMERY OF THE UTILITY MODEL

In order to improve template bearing structure's rate of reuse, this application provides a cylinder template bearing structure.

The application provides a cylinder template bearing structure adopts following technical scheme:

the utility model provides a cylinder template bearing structure, includes the template main part, the template main part is provided with first supporting component along the circumference of the outward flange of template main part, first supporting component installs a plurality ofly along vertical direction, first supporting component includes a plurality of steel sheets, every the outward flange butt of steel sheet and template main part, every the bottom of steel sheet is the fixed connecting block that is provided with all, be provided with first bolt on the connecting block, the connecting block passes through first bolt and ground fixed connection, be provided with on the steel sheet and be used for connecting the coupling assembling along the adjacent steel sheet of same horizontal direction, the steel sheet is provided with a plurality of second supporting component that are used for going on fixing between first supporting component and the template main part along vertical direction interval, be provided with a plurality of slant supporting component along vertical direction interval on the steel sheet.

Through adopting above-mentioned technical scheme, when the staff supports the template main part, the staff installs a plurality of steel sheets along the circumference of the outward flange of template main part earlier, every steel sheet and template main part butt, the steel sheet uses coupling assembling to be connected with the adjacent steel sheet of same horizontal direction, use first bolt to be fixed subaerial with steel sheet fixed connection's connecting block after that, then install second supporting component on the steel sheet along vertical direction interval, fix the steel sheet on the outward flange of template cylinder, use the diagonal bracing subassembly to support the steel sheet after that, the steel sheet is wear-resisting, high strength, can used repeatedly, the reuse rate of template bearing structure has been improved.

Optionally, coupling assembling includes inserted block and slot, the lateral wall of one side of steel sheet is provided with the slot that a plurality of inserted blocks, opposite side along the vertical direction interval of steel sheet, the slot is used for the joint along the adjacent inserted block of horizontal direction.

Through adopting above-mentioned technical scheme, when the staff connects the adjacent steel sheet of horizontal direction, with the inserted block of a steel sheet and the slot joint of the adjacent steel sheet of horizontal direction, make the adjacent steel sheet of horizontal direction connect, the staff can splice a plurality of steel sheets along same horizontal direction according to the width size of template main part, then with the steel sheet butt after the concatenation to the outward flange of template main part, improved template bearing structure's suitability.

Optionally, the second supporting component comprises four supporting rods, four the supporting rods are respectively a first transverse rod, a second transverse rod, a first horizontal rod and a second horizontal rod, the first transverse rod and the second transverse rod are arranged at intervals along the horizontal direction, two ends of the first horizontal rod are respectively fixedly connected with the first transverse rod and the second transverse rod along the horizontal direction, one end of the second horizontal rod is rotatably connected with one end, far away from the first horizontal rod, of the first transverse rod, a second bolt is arranged on the second transverse rod, and the second transverse rod and the second horizontal rod are fixed through the second bolt.

Through adopting above-mentioned technical scheme, when the staff fixes first supporting component and template main part, the staff rotates the second horizon bar earlier, open the opening between first horizon bar and the second horizon bar, then with the steel sheet joint that first horizon bar and second horizon bar and both sides concatenation are good, and make first horizon bar and steel sheet butt, then rotate the second horizon bar to laminating with the second horizon bar, the staff uses the second bolt to fix second horizon bar and second horizon bar after that, thereby make first supporting component fix in the template main part, the steel sheet that effectively prevents first supporting component removes to the direction of keeping away from the template main part, fixed first supporting component and template main part are firm.

Optionally, four the bracing piece includes first outer pole, the outer pole of second and the interior pole of first, all offer the accommodation hole that is used for holding first interior pole on first outer pole and the outer pole of second, the equal coaxial slip of first interior pole is worn to establish in the accommodation hole of first outer pole and the outer pole of second, first outer pole and the outer pole of second all are connected with the bracing piece of keeping away from the one end of first interior pole, be provided with on the first outer pole and be used for restricting the gliding first locating part of first interior pole.

By adopting the technical scheme, when a worker fixes the support rods, the worker firstly moves the first outer rods and the second outer rods of the first horizontal rods towards the direction away from each other to enable the interval between the first transverse rods and the second transverse rods to be consistent with the width of the template main body, then fixes the first horizontal rods by using the first limiting pieces, then pushes the first horizontal rods to abut against the template main body, moves the first outer rods and the second outer rods of the first transverse rods and the second transverse rods towards the direction away from each other to enable the second horizontal rods to abut against the template main body, then approaches the second horizontal rods towards the direction close to the second transverse rods by the worker, then fixes the second horizontal rods and the second transverse rods by using the second bolts, then respectively fixes the first transverse rods, the second transverse rods and the second horizontal rods by using the first limiting pieces, and the support rods can stretch along the length direction of the support rods, the flexible length of staff according to first supporting component's size adjustment bracing piece makes the bracing piece can fix not unidimensional first supporting component, has improved the suitability of bracing piece.

Optionally, four all be provided with the telescopic link that is used for connecting the bracing piece adjacent along vertical direction on the bracing piece, the telescopic link includes pole in third outer pole and the second, the pole is worn to establish in the coaxial slip of second and is close to the one end of the bracing piece adjacent along vertical direction at the pole in the third outer pole, the diapire butt of pole and the bracing piece adjacent along vertical direction in the second, be provided with the gliding second locating part that is used for restricting the pole in the second on the pole in the third outer pole.

Through adopting above-mentioned technical scheme, the staff is fixing every first supporting component in template main part back, the staff removes the direction of keeping away from the third outer pole in with the second on every bracing piece to with the bracing piece butt adjacent along the horizontal direction, then the staff uses the second locating part to fix in the second, when one of them bracing piece along vertical direction lapse, the telescopic link with this bracing piece butt hinders the bracing piece and moves down, the stability of first supporting component fixing in template main part has effectively been improved.

Optionally, the inclined supporting assembly comprises a connecting rod, the connecting rod is arranged on the steel plate at intervals along the vertical direction, one end of the connecting rod, far away from the steel plate, is fixedly connected with a fixing plate, a third bolt is arranged on the fixing plate, and the fixing plate is fixedly connected with the ground through the third bolt.

Through adopting above-mentioned technical scheme, when the staff was carrying out the slant to the steel sheet and is supporting, the staff rotated the connecting rod, made the fixed plate and the ground contact of connecting rod, then used the third bolt to fix the fixed plate subaerial, when first supporting component removed to the direction of keeping away from the template main part, the connecting rod blockked first supporting component removed to the direction of keeping away from the template main part, had effectively improved the stability that first supporting component fixed in the template main part.

Optionally, the connecting rod includes pole and fourth outer pole in the third, the fourth outer pole rotates with the steel sheet to be connected, the pole coaxial slip wears to establish the one end of keeping away from the steel sheet in the fourth outer pole in the third, the fixed plate is fixed to be set up the one end of keeping away from the steel sheet in the third, be provided with on the fourth outer pole and be used for restricting the gliding third locating part in the third.

Through adopting above-mentioned technical scheme, when the staff is when accomodating the connecting rod, the pole removes to the direction of fourth outer pole in the third, then uses third locating part to fix pole in the third, has effectively reduced the area occupied of connecting rod, and it is convenient to accomodate the connecting rod.

Optionally, a release agent is coated on one side of the steel plate close to the template main body.

Through adopting above-mentioned technical scheme, the staff uses the release agent to paint in the steel sheet before the installation steel sheet and be close to one side of template main part, makes the steel sheet be close to one side of template main part and forms the demoulding layer, makes things convenient for the staff to separate steel sheet and template main part after pouring the completion, has also improved the integrality of steel sheet.

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

1. when a worker supports the formwork main body, the worker firstly installs a plurality of steel plates along the circumferential direction of the outer edge of the formwork main body and abuts against the formwork main body, the steel plates are connected with the adjacent steel plates in the same horizontal direction through the connecting assemblies, then the connecting blocks are fixed on the ground through the first bolts, then a plurality of second supporting assemblies are installed on the steel plates, the steel plates are fixed on the outer edge of the formwork column body, then the oblique supporting assemblies are used for supporting the steel plates, the steel plates are wear-resistant and high in strength and can be reused, and the reuse rate of the formwork supporting structure is improved;

2. when a worker fixes the first supporting assembly and the template main body, the worker firstly rotates the second horizontal rod to open an opening between the first horizontal rod and the second horizontal rod, then the first horizontal rod and the second horizontal rod are clamped with steel plates spliced at two sides, the first horizontal rod is abutted against the steel plates, then the second horizontal rod is rotated to be attached to the second horizontal rod, and then the worker fixes the second horizontal rod and the second horizontal rod by using a second bolt, so that the first supporting assembly is fixed on the template main body, the steel plates of the first supporting assembly are effectively prevented from moving in a direction far away from the template main body, and the first supporting assembly and the template main body are fixed stably;

3. the staff is fixing every first supporting component in template main part back, and the staff removes the direction of keeping away from the third outer pole in with the second on every bracing piece to with the bracing piece butt adjacent along the horizontal direction, then the staff uses the second locating part to fix the pole in the second, when one of them bracing piece along vertical direction lapse, the telescopic link with this bracing piece butt hinders the bracing piece and moves down, has effectively improved the stability that first supporting component fixed in template main part.

Drawings

Fig. 1 is a schematic view of the overall structure of a prior art column formwork support structure.

Fig. 2 is a schematic overall structural view of a pillar form support structure according to an embodiment of the present application.

Fig. 3 is a partially enlarged schematic view of a portion a in fig. 2.

Fig. 4 is a partially enlarged schematic view of a portion B in fig. 2.

Fig. 5 is a partially enlarged schematic view of a portion C in fig. 2.

Description of reference numerals: 1. a template body; 2. a first support assembly; 21. a steel plate; 22. connecting blocks; 23. a first bolt; 3. a connecting assembly; 31. inserting a block; 32. a slot; 4. a second support assembly; 41. a support bar; 411. a first outer rod; 412. a second outer pole; 413. a first inner bar; 414. an accommodation hole; 415. a first limit piece; 42. a second bolt; 43. a first transverse bar; 44. a second transverse bar; 45. a first horizontal bar; 46. a second horizontal bar; 5. an oblique support component; 51. a connecting rod; 511. a third inner bar; 512. a fourth outer bar; 513. a third limiting member; 52. a fixing plate; 53. a third bolt; 6. a telescopic rod; 61. a third outer bar; 62. a second inner bar; 63. a second limiting member; 7. a steel pipe; 8. and (5) wood block.

Detailed Description

The present application is described in further detail below with reference to figures 2-5.

The embodiment of the application discloses cylinder template bearing structure. Referring to fig. 2 and 3, the column formwork support structure includes a formwork main body 1, and a first support assembly 2 is installed on the formwork main body 1 along a circumferential direction of an outer edge of the formwork main body 1. A plurality of are installed along vertical direction to first supporting component 2, and first supporting component 2 includes a plurality of steel sheets 21, every steel sheet 21 all with the outward flange butt of template main part 1, the equal fixed mounting in bottom of every steel sheet 21 has connecting block 22, connecting block 22 and steel sheet 21 integrated into one piece install first bolt 23 on the connecting block 22, the staff carries out fixed connection with connecting block 22 and ground through first bolt 23.

The steel plate 21 can adopt a galvanized steel plate 21, a cold-rolled steel plate 21 and a zinc-nickel alloy steel plate 21, and in the embodiment, the steel plate 21 adopts the zinc-nickel alloy steel plate 21, so that the worker can repeatedly use the steel plate 21 to support the formwork, and the reuse rate of the formwork support structure is improved.

The worker applies a release agent to the side of the steel plate 21 adjacent to the formwork body 1. The release agent may be an aqueous release agent or an oily release agent. In this example, an aqueous release agent was used as the release agent. Before installing the steel plate 21, the worker uses the release agent to coat one side of the steel plate 21 close to the formwork main body 1, so that one side of the steel plate 21 close to the formwork main body 1 forms a release layer, the worker can conveniently separate the steel plate 21 from the formwork main body 1 after pouring is completed, and the integrity of the steel plate 21 is also improved.

Referring to fig. 2, be equipped with on the steel sheet 21 of fig. 4 and be used for connecting along the coupling assembling 3 of the adjacent steel sheet 21 of same horizontal direction, coupling assembling 3 includes inserted block 31 and slot 32, and a plurality of inserted blocks 31 are installed along the vertical direction interval of steel sheet 21 to the lateral wall of one side of steel sheet 21, the lateral wall of opposite side is seted up along vertical direction interval with the slot 32 of inserted block 31 adaptation, slot 32 is used for the joint along the adjacent inserted block 31 of horizontal direction. When the staff connects the adjacent steel sheet 21 of horizontal direction, with the inserted block 31 of a steel sheet 21 and the slot 32 joint of the adjacent steel sheet 21 of horizontal direction, make the adjacent steel sheet 21 of horizontal direction connect, the staff can splice a plurality of steel sheets 21 along same horizontal direction according to the width dimension of template main part 1, then with the steel sheet 21 butt after the concatenation to the outward flange of template main part 1 on, improved template bearing structure's suitability.

In other embodiments, coupling assembling 3 still can be lug and spacing bolt, keep away from template main part 1 one side and be close to the equal welding of both sides of two adjacent steel sheets 21 of same horizontal direction at every steel sheet 21, set up threaded hole on the lug, when staff is two adjacent steel sheets 21 of fixed same horizontal direction, two lugs that are close to each other on two steel sheets 21 butt each other, the staff uses spacing bolt and two lug threaded connection, with two lug mutual fixed connection.

Referring to fig. 2 and 4, a plurality of second supporting assemblies 4 for fixing the first supporting assemblies 2 and the formwork main body 1 are installed at intervals along the vertical direction on the steel plate 21, in the present embodiment, when the cross section of the formwork main body 1 is rectangular, the second supporting assemblies 4 include four supporting rods 41, the supporting rods 41 may be round rods or square rods, and in the present embodiment, the supporting rods 41 are square rods. The four support rods 41 are respectively a first transverse rod 43, a second transverse rod 44, a first horizontal rod 45 and a second horizontal rod 46, the first transverse rod 43 and the second transverse rod 44 are installed at intervals along the horizontal direction, two ends of the first horizontal rod 45 are respectively fixedly connected with the first transverse rod 43 and the second transverse rod 44 along the horizontal direction, and the first horizontal rod 45, the first transverse rod 43 and the second transverse rod 44 are integrally formed. One end of the second horizontal bar 46 is rotatably connected to one end of the first transverse bar 43 remote from the first horizontal bar 45. So that the first transverse bar 43, the second transverse bar 44, the first horizontal bar 45 and the second horizontal bar 46 can enclose a rectangle. The second transverse bar 44 is mounted with the second bolt 42, and the second transverse bar 44 and the second horizontal bar 46 are fixed by the second bolt 42. When the staff fixes first supporting component 2 and template main part 1, the staff rotates second horizontal rod 46 earlier, open the opening between first horizontal rod 43 and the second horizontal rod 44, then connect the steel sheet 21 joint that first horizontal rod 43 and second horizontal rod 44 and both sides spliced, and make first horizontal rod 45 and steel sheet 21 butt, then rotate second horizontal rod 46 to laminate with second horizontal rod 44, the staff uses second bolt 42 to fix second horizontal rod 46 and second horizontal rod 44 after that, thereby make first supporting component 2 fix on template main part 1, effectively prevent that the steel sheet 21 of first supporting component 2 from moving to the direction of keeping away from template main part 1, fixed first supporting component 2 and template main part 1 are firm.

In other embodiments, when the cross section of the formwork body 1 is circular, the second supporting assembly 4 may also be two arc-shaped rods, one end of each of the two arc-shaped rods is hinged to the other end of the two arc-shaped rods, and the other end of the two arc-shaped rods is provided with a limiting member for limiting the rotation of the two arc-shaped rods.

Referring to fig. 2 and 4, the four support rods 41 are telescopic along the length direction of the support rods 41, each of the four support rods 41 includes a first outer rod 411, a second outer rod 412 and a first inner rod 413, an accommodating hole 414 for accommodating the first inner rod 413 is formed in each of the first outer rod 411 and the second outer rod 412, each of the first inner rods 413 is coaxially slidably inserted into the accommodating hole 414 of each of the first outer rod 411 and the second outer rod 412, each of the first outer rod 411 and the second outer rod 412 is connected to the support rod 41 far away from one end of the first inner rod 413, and a first limiting part 415 for limiting the first inner rod 413 to slide is arranged on the first outer rod 411. The first limiting member 415 may be a bolt or a bolt, and in this embodiment, the first limiting member 415 is a bolt. When the worker fixes the formwork using the support bar 41, the worker moves the first outer bar 411 and the second outer bar 412 of the first horizontal bar 45 in a direction away from each other to make the interval between the first transverse bar 43 and the second transverse bar 44 coincide with the width of the formwork body 1, then fixes the first horizontal bar 45 using the first stopper 415, then the first horizontal bar 45 abuts on the formwork body 1, moves the first outer bar 411 and the second outer bar 412 of the first transverse bar 43 and the second transverse bar 44 in a direction away from each other to make the second horizontal bar 46 abut on the formwork body 1, then the worker approaches the second horizontal bar 46 in a direction approaching the second transverse bar 44, then fixes the second horizontal bar 46 and the second transverse bar 44 using the second bolt 42, and then fixes the first transverse bar 43, the second transverse bar 44 and the second horizontal bar 46 using the first stopper 415, the length direction of bracing piece 41 is scalable along bracing piece 41, and the staff adjusts the flexible length of bracing piece 41 according to the size of first supporting component 2, makes bracing piece 41 fix the not unidimensional first supporting component 2, has improved bracing piece 41's suitability.

Referring to fig. 2 and 4, the four support rods 41 are respectively provided with two telescopic rods 6 for connecting the support rods 41 adjacent to each other in the vertical direction, and in this embodiment, two telescopic rods 6 are provided along the length direction of the support rods 41. The telescopic rod 6 comprises a third outer rod 61 and a second inner rod 62, the second inner rod 62 is coaxially arranged at one end, close to the vertical adjacent supporting rod 41, of the third outer rod 61 in a sliding mode, the second inner rod 62 is abutted to the bottom wall of the vertical adjacent supporting rod 41, and a second limiting part 63 used for limiting the sliding of the second inner rod 62 is installed on the third outer rod 61. The second limiting member 63 may be a bolt or a bolt, and in this embodiment, the second limiting member 63 is a bolt. After the worker fixes each first supporting component 2 on the template main body 1, the worker moves the second inner rod 62 on each supporting rod 41 in the direction away from the third outer rod 61, and abuts against the supporting rod 41 adjacent to the horizontal direction, and then the worker fixes the second inner rod 62 by using the second limiting part 63, when one of the supporting rods 41 moves downwards along the vertical direction, the telescopic rod 6 abutting against the supporting rod 41 blocks the supporting rod 41 to move downwards, so that the stability of the first supporting component 2 fixed on the template main body 1 is effectively improved.

Referring to fig. 2 and 5, a plurality of diagonal support members 5 are installed on the steel plate 21 at intervals in the vertical direction, and when a plurality of steel plates 21 are used for splicing, the diagonal support members 5 may be installed on only one of the steel plates 21 in the same horizontal direction. In the present embodiment, two support members 5 are installed. The inclined support assembly 5 comprises a connecting rod 51, the connecting rod 51 is installed on the steel plate 21 at intervals along the vertical direction, one end of the connecting rod 51 far away from the steel plate 21 is fixedly connected with a fixing plate 52, and a third bolt 53 is installed on the fixing plate 52. When the staff is carrying out the diagonal bracing to steel sheet 21, the staff rotates connecting rod 51, makes connecting rod 51's fixed plate 52 and ground contact, then uses third bolt 53 to fix fixed plate 52 subaerial, when first supporting component 2 removed to the direction of keeping away from template main part 1, connecting rod 51 hinders first supporting component 2 and removes to the direction of keeping away from template main part 1, has effectively improved the stability that first supporting component 2 fixed on template main part 1.

Referring to fig. 2 and 5, in order to reduce the occupied area of the connecting rod 51, the connecting rod 51 includes a third inner rod 511 and a fourth outer rod 512, the fourth outer rod 512 is rotatably connected to the steel plate 21, the third inner rod 511 is coaxially slidably disposed at one end of the fourth outer rod 512 away from the steel plate 21, the fixing plate 52 is welded at one end of the third inner rod 511 away from the steel plate 21, and a third limiting member 513 for limiting the sliding of the third inner rod 511 is mounted on the fourth outer rod 512. The third limiting member 513 may be a bolt or a bolt, and in this embodiment, the third limiting member 513 is a bolt. When the worker is taking in the connecting rod 51, the third inner rod 511 moves in the direction of the fourth outer rod 512, and then the third stopper 513 is used to fix the third inner rod 511, so that the connecting rod 51 can be conveniently taken in.

In other embodiments, the fixing plate 52 may be rotatably connected to the third inner lever 511.

The implementation principle of the column template supporting structure in the embodiment of the application is as follows: the staff is earlier with the circumference installation of a plurality of steel sheets 21 along the outward flange of template main part 1, every steel sheet 21 all with template main part 1 butt, steel sheet 21 uses coupling assembling 3 with the adjacent steel sheet 21 of same horizontal direction to be connected, use first bolt 23 to fix subaerial with steel sheet 21 fixed connection's connecting block 22 after that, then install second supporting component 4 on steel sheet 21 along vertical direction interval, fix steel sheet 21 on the outward flange of template cylinder, use diagonal bracing subassembly 5 to support steel sheet 21 after that, steel sheet 21 is wear-resisting, high strength, can used repeatedly, the reuse rate of template bearing structure has been improved.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. The utility model provides a cylinder template bearing structure which characterized in that: comprises a template main body (1), wherein a plurality of first supporting components (2) are arranged in the template main body (1) along the circumferential direction of the outer edge of the template main body (1), each first supporting component (2) comprises a plurality of steel plates (21), each steel plate (21) is abutted to the outer edge of the template main body (1), a connecting block (22) is fixedly arranged at the bottom of each steel plate (21), a first bolt (23) is arranged on each connecting block (22), each connecting block (22) is fixedly connected with the ground through the first bolt (23), a connecting component (3) used for connecting adjacent steel plates (21) along the same horizontal direction is arranged on each steel plate (21), a plurality of second supporting components (4) used for fixing the first supporting components (2) and the template main body (1) are arranged at intervals along the vertical direction on each steel plate (21), and a plurality of oblique supporting components (5) are arranged on the steel plate (21) at intervals along the vertical direction.

2. The column form support structure of claim 1, wherein: coupling assembling (3) are including inserted block (31) and slot (32), the lateral wall of one side of steel sheet (21) is provided with vertical direction interval along steel sheet (21) a plurality of inserted blocks (31), the lateral wall of opposite side is provided with slot (32) with inserted block (31) adaptation along vertical direction interval, slot (32) are used for the joint along adjacent inserted block (31) of horizontal direction.

3. The column form support structure of claim 2, wherein: the second supporting component (4) comprises four supporting rods (41), the four supporting rods (41) are respectively a first transverse rod (43), a second transverse rod (44), a first horizontal rod (45) and a second horizontal rod (46), the first transverse rod (43) and the second transverse rod (44) are arranged at intervals along the horizontal direction, two ends of the first horizontal rod (45) are respectively fixedly connected with the first transverse rod (43) and the second transverse rod (44) along the horizontal direction, one end of the second horizontal rod (46) is rotatably connected with one end, far away from the first horizontal rod (45), of the first transverse rod (43), a second bolt (42) is arranged on the second transverse rod (44), and the second transverse rod (44) and the second horizontal rod (46) are fixed through the second bolt (42).

4. The column form support structure of claim 3, wherein: four bracing piece (41) are including first outer pole (411), second outer pole (412) and first interior pole (413), all offer accommodation hole (414) that are used for holding first interior pole (413) on first outer pole (411) and the second outer pole (412), first interior pole (413) all coaxial slide wear to establish in accommodation hole (414) of first outer pole (411) and second outer pole (412), first outer pole (411) and second outer pole (412) all are connected with bracing piece (41) of keeping away from the one end of first interior pole (413), be provided with on first outer pole (411) and be used for restricting the gliding first locating part (415) of first interior pole (413).

5. The column form support structure of claim 4, wherein: four all be provided with on bracing piece (41) and be used for connecting telescopic link (6) along adjacent bracing piece (41) of vertical direction, telescopic link (6) are including pole (61) and the interior pole of second (62) outside the third, pole (62) is worn to establish in the coaxial slip of third outside pole (61) and is close to the one end of the adjacent bracing piece (41) of vertical direction, the diapire butt of pole (62) and the adjacent bracing piece (41) of vertical direction in the second, be provided with gliding second locating part (63) that are used for restricting pole (62) in the second on the pole (61) outside the third.

6. The column form support structure of claim 1, wherein: the slant supporting component (5) comprises a connecting rod (51), the connecting rod (51) is arranged on the steel plate (21) at intervals along the vertical direction, one end fixedly connected with fixing plate (52) of the steel plate (21) is far away from the connecting rod (51), a third bolt (53) is arranged on the fixing plate (52), and the fixing plate (52) is fixedly connected with the ground through the third bolt (53).

7. The column form support structure of claim 6, wherein: connecting rod (51) include third interior pole (511) and fourth outer pole (512), fourth outer pole (512) rotate with steel sheet (21) and are connected, the coaxial slip of third interior pole (511) is worn to establish the one end of keeping away from steel sheet (21) in fourth outer pole (512), fixed plate (52) are fixed to be set up the one end of keeping away from steel sheet (21) in third interior pole (511), be provided with on fourth outer pole (512) and be used for restricting the gliding third locating part (513) of third interior pole (511).

8. The column form support structure of claim 1, wherein: and a release agent is coated on one side of the steel plate (21) close to the template main body (1).

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