CN218406479U

CN218406479U - Square column concrete injection construction template structure

Info

Publication number: CN218406479U
Application number: CN202222889218.XU
Authority: CN
Inventors: 肖弼升; 赵崇伟
Original assignee: Guangdong Keneng Project Management Co ltd
Current assignee: Guangdong Keneng Project Management Co ltd
Priority date: 2022-10-29
Filing date: 2022-10-29
Publication date: 2023-01-31
Anticipated expiration: 2032-10-29

Abstract

The application discloses concrete construction template structure is annotated to square column, including the template body, the outside of template body is provided with a plurality of woods stupefied, it deviates from to be stupefied wood one side of template body is provided with two steel pipes, is located the template body is with one side the wood is worn to be equipped with in stupefied and is to drawing the screw rod, the tip of drawing the screw rod is followed two wear out between the steel pipe, wear out to drawing the screw rod the one end threaded connection of steel pipe has fixation nut. This application has reduced effectively and cut the processing with the outer unnecessary screw rod of drawing of cylinder after demolising the template, and the unable cyclic utilization of screw rod of drawing after the cutting to the effect of the condition of certain waste has been caused.

Description

Square column concrete injection construction template structure

Technical Field

The application relates to the field of building construction, in particular to a square column concrete injection construction template structure.

Background

In the construction of a column, such as a square column, a formwork structure is used for auxiliary molding, and concrete is poured into a pouring area formed by the formwork structure.

In the related art, because the concrete poured into the pouring area can generate pressure on the template during pouring, in order to ensure the stability of the template and ensure that the concrete does not expand or burst, the template is generally fixed by adopting a counter-pull screw rod and a nut. When the template is reinforced, the two opposite sides of the template are respectively penetrated out from the two ends of the counter-pulling screw, and then the nuts at the two ends of the counter-pulling screw are screwed down, so that the nuts are abutted against the side wall of the template, and then concrete pouring is carried out on a pouring area.

However, when the concrete in the column body is condensed to the required strength, the extra counter-pulling screw rods outside the column body need to be cut after the template is removed, and the cut counter-pulling screw rods cannot be recycled, thereby causing certain waste.

SUMMERY OF THE UTILITY MODEL

In order to improve relevant cutting the processing with the outer unnecessary split screw of cylinder after demolising the template, and the unable cyclic utilization of split screw after the cutting to the drawback that has caused certain waste, this application provides a square column notes concrete construction template structure.

The application provides a square column concrete injection construction template structure adopts following technical scheme:

the utility model provides a concrete construction template structure is annotated to square column, includes the template body, the outside of template body is provided with a plurality of stupefied, it deviates from to stupefied one side of template body is provided with two steel pipes, is located the template body is with one side wear to be equipped with in the stupefied to drawing the screw rod, follow two to drawing the tip of screw rod wear out between the steel pipe, wear out to drawing the screw rod the one end threaded connection of steel pipe has fixation nut.

Through adopting above-mentioned technical scheme, behind the concreting, constructor unscrews fixation nut earlier for fixation nut and split screw rod alternate segregation, two steel pipes no longer support tightly one side that the stupefied deviates from the template body of wood this moment, take out the steel pipe, will pull the screw rod again and take out from the stupefied. The formwork body can be detached from the poured square column by moving the wood ridges away, so that the situation that after the formwork is detached, redundant counter-pulling screws outside the column body are cut and processed, and the cut counter-pulling screws cannot be recycled, and certain waste is caused is effectively reduced.

Preferably, the template body with be provided with spacing seat between the stupefied, spacing seat deviates from one side of template body is provided with and is used for making stupefied perpendicular equidistant installation in this external spacing subassembly of template.

Through adopting above-mentioned technical scheme for after erecting the template body, at the spacing seat of template body outside installation, and make the stupefied perpendicular and equidistant installation of a plurality of woods outside the template through spacing subassembly, thereby make the stupefied power of applying at the template body of wood distribute evenly, with the shaping quality of guaranteeing to pour concrete rear square column effectively.

Preferably, the limiting assembly comprises a fixing plate and a sliding plate correspondingly arranged with the fixing plate, the sliding plate can move along the length direction of the limiting seat, and a groove is formed between the fixing plate and the sliding plate.

Through adopting above-mentioned technical scheme, after erecting the template body, install spacing seat outside the template body earlier, install stupefied to fluting department with wood again, then promote the board that slides and make the board that slides move towards the direction that is close to the fixed plate, until fixed plate and board that slides respectively butt in two opposite sides of stupefied to carry on spacingly to the stupefied wood, make the stupefied vertical installation of wood outside the template.

Preferably, the spacing seat deviates from T type groove has been seted up to one side of template body, correspond on the shifting board be provided with the corresponding T type piece in T type groove, T type piece with the cooperation of sliding in T type groove.

Through adopting above-mentioned technical scheme, the cooperation in T type piece and T type groove for the slide plate can slide along the length direction of spacing seat, thereby makes the slide plate can move to and the fixed plate butt respectively in two opposite sides of wooden stupefied.

Preferably, the lateral wall of spacing seat seted up with the bar groove of T type groove intercommunication, T type piece orientation one side in bar groove is provided with one end and stretches out the double-screw bolt in bar groove, the double-screw bolt stretches out the one end in bar groove is provided with the fastener.

Through adopting above-mentioned technical scheme, after the distance of adjusting the relative fixed plate of slide plate, through adjusting the fastener for slide plate and fixed plate support two opposite sides tight wooden stupefied respectively, thereby make slide plate and spacing seat reciprocal anchorage.

Preferably, a gasket is arranged between the fixing nut and the two steel pipes, and two sides of the gasket are respectively abutted against the steel pipes and the fixing nut.

Through adopting above-mentioned technical scheme for when screwing up fixation nut, increase the area of contact between fixation nut and two steel pipes through the gasket.

Preferably, screws penetrate through two ends of the limiting seat, and one end of each screw penetrates through the limiting seat and then is in threaded connection with the template body.

By adopting the technical scheme, after the template body is erected, the limiting seat is installed outside the template body, and then the screws are screwed down, so that the limiting seat and the template body are fixed with each other.

Preferably, the fastener is a butterfly nut, and the butterfly nut is in threaded connection with one end of the stud extending out of the strip-shaped groove.

Through adopting above-mentioned technical scheme, after adjusting the distance of sliding plate, only need to twist manual butterfly nut with the hand, can make sliding plate and spacing seat reciprocal anchorage.

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

1. when the template is disassembled, the template body can be disassembled from the poured square column only by loosening the fixing nut and then drawing out the counter-pulling screw rods from the wood ridges, so that the situation that the redundant counter-pulling screw rods outside the column body are cut after the template is disassembled and cannot be recycled, and certain waste is caused is effectively reduced;

2. the limiting seat is arranged outside the template body, so that the wood ridges are vertically and equidistantly arranged outside the template body, the force applied to the template body by the wood ridges is uniformly distributed, and the forming quality of the poured concrete rear column is effectively guaranteed.

Drawings

Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.

Fig. 2 is a cross-sectional view of an embodiment of the present application.

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

Description of reference numerals:

10. a template body; 20. wood corrugation; 30. a limiting seat; 31. a screw; 32. a fixing plate; 33. a slide plate; 34. grooving; 35. a T-shaped groove; 36. a T-shaped block; 37. a strip-shaped groove; 38. a stud; 39. a butterfly nut; 40. a steel pipe; 50. oppositely pulling the screw rod; 51. fixing a nut; 52. and (7) a gasket.

Detailed Description

The present application is described in further detail below with reference to figures 1-3.

Referring to fig. 1 and 2, the square column concrete injection construction formwork structure disclosed in the present application includes a formwork body 10, the interior of the formwork body 10 is hollow, and the formwork body 10 is square. In this embodiment, template body 10 is formed by four plywoods splicing each other, and four plywoods splice each other and form square pouring region to carry out concrete placement in order to form the square column to pouring the region.

Referring to fig. 2 and 3, a plurality of wood ridges 20 are installed outside the formwork body 10, the wood ridges 20 are uniformly distributed along the circumferential direction of the formwork body 10, and the wood ridges 20 are arranged along the length direction of the formwork body 10. Four limiting seats 30 are installed between the wooden ridges 20 and the formwork body 10, the limiting seats 30 are arranged in a cuboid shape, the limiting seats 30 are arranged along the width direction of the formwork body 10, and the four limiting seats 30 are arranged along the circumferential direction of the formwork body 10. Two screw holes are opened on one side of the limiting seat 30 departing from the template body 10, the two screw holes are oppositely arranged along the length direction of the limiting seat 30, the screw holes penetrate through the limiting seat 30, screws 31 penetrate through the screw holes, and one ends of the screws 31 are connected with the template body 10 through the screw holes in a threaded mode. One side of the limiting seat 30 departing from the formwork body 10 is provided with a plurality of groups of limiting components, the limiting components are used for enabling a plurality of wood ridges 20 to be vertically installed outside the formwork body 10 at equal intervals, and the plurality of groups of limiting components are arranged at equal intervals along the length direction of the limiting seat 30.

Specifically, the limiting assembly comprises a fixing plate 32 and a sliding plate 33, the fixing plate 32 and the sliding plate 33 are the same in size, the fixing plate 32 and the sliding plate 33 are oppositely arranged along the length direction of the limiting seat 30, and the width of the fixing plate 32 and the width of the sliding plate 33 are larger than that of the wood ridge 20. A slot 34 is formed between the fixed plate 32 and the sliding plate 33, and the slot 34 is used for limiting the wood ridge 20. One side of the limiting seat 30 departing from the template body 10 is provided with a T-shaped groove 35, the T-shaped groove 35 is formed along the length direction of the limiting seat 30, one side of the sliding plate 33 facing the limiting seat 30 is integrally provided with a T-shaped block 36 corresponding to the T-shaped groove 35, and the T-shaped block 36 is matched with the T-shaped groove 35 in a sliding mode, so that the sliding plate 33 can slide along the length direction of the limiting seat 30.

Referring to fig. 2 and 3, the side wall of the limit seat 30 is provided with a strip-shaped groove 37 communicated with the T-shaped groove 35, and the strip-shaped groove 37 is formed along the length direction of the limit seat 30. A stud 38 is fixedly mounted on one side of the T-shaped block 36 facing the strip-shaped groove 37, one end of the stud 38 far away from the T-shaped block 36 penetrates through the strip-shaped groove 37, one end of the stud 38 extending out of the strip-shaped groove 37 is connected with a butterfly nut 39 in a threaded mode, and the sliding plate 33 is fixed on the limiting seat 30 by tightening the butterfly nut 39. Before pouring the square column, a constructor firstly erects the formwork body 10, installs the limiting seat 30 outside the formwork body 10 by using the screw 31, then installs the wooden ridge 20 at the slot 34 between the fixed plate 32 and the sliding plate 33, and then pushes the sliding plate 33 to enable the sliding plate 33 to move towards the direction close to the fixed plate 32, so that the fixed plate 32 and the sliding plate 33 are respectively abutted to two opposite sides of the wooden ridge 20. Then, the wing nut 39 is screwed down, so that the sliding plate 33 and the limiting seat 30 are relatively fixed, and the plurality of wood ridges 20 are vertically installed outside the formwork body 10 at equal intervals.

Referring to fig. 2 and 3, two steel pipes 40 are installed on one side of the wood ridge 20 away from the limiting seat 30, the two steel pipes 40 are oppositely arranged along the length direction of the formwork body 10, and the steel pipes 40 are arranged along the width direction of the formwork body 10. In this embodiment, the steel pipes 40 located at two adjacent sides of the formwork body 10 are arranged in a staggered manner, and the steel pipes 40 which are relatively lower can be placed above the fixed plate 32 and the sliding plate 33, so that the steel pipes 40 can be conveniently installed by constructors.

Referring to fig. 2 and 3, a counter screw 50 is inserted into the wood ridge 20 on the same side of the formwork body 10, the counter screw 50 is arranged along the width direction of the formwork body 10, and the end of the counter screw 50 penetrates out from between the two steel pipes 40. One end of the opposite-pulling screw 50, which penetrates through the space between the two steel pipes 40, is connected with a fixed nut 51 through threads, a gasket 52 is installed between the fixed nut 51 and the two steel pipes 40, and two sides of the gasket 52 are respectively abutted against the two steel pipes 40 and the fixed nut 51. By tightening the fixing nut 51, the fixing nut 51 abuts against the gasket 52, so that the two steel pipes 40 abut against one side of the wood ridge 20 away from the formwork body 10, and the wood ridge 20 abuts against the outer side of the formwork body 10, so as to fix the formwork body 10.

The implementation principle of the embodiment of the application is as follows: after concrete is poured, a constructor firstly unscrews the fixing nut 51 to separate the fixing nut 51 from the counter-pulling screw rod 50, at the moment, the two steel pipes 40 do not tightly abut against one side of the wood ridge 20 departing from the formwork body 10, the steel pipes 40 are pulled out, and the counter-pulling screw rod 50 is pulled out of the wood ridge 20. The butterfly nut 39 is loosened, so that the fixing plate 32 and the sliding plate 33 do not abut against two opposite sides of the wooden edge 20, the wooden edge 20 is moved away, the screw 31 is loosened, the limiting seat 30 and the template body 10 are unlocked mutually, the template body 10 can be detached from the poured square column, the cutting treatment of redundant counter-pulling screws 50 outside the column body after the template is detached is effectively reduced, the cut counter-pulling screws 50 cannot be recycled, and certain waste is caused.

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

1. The utility model provides a square column notes concrete construction template structure, includes template body (10), its characterized in that: the outside of template body (10) is provided with stupefied (20) of a plurality of roots of wood, stupefied (20) of wood deviates from one side of template body (10) is provided with two steel pipes (40), is located same one side of template body (10) wear to be equipped with in stupefied (20) of wood and to drawing screw rod (50), the tip of drawing screw rod (50) is followed two wear out between steel pipe (40), wear out to drawing screw rod (50) the one end threaded connection of steel pipe (40) has fixation nut (51).

2. The square column concrete injection construction formwork structure according to claim 1, characterized in that: the formwork comprises a formwork body (10) and limiting seats (30) arranged between wood ridges (20), wherein one side, deviating from the formwork body (10), of each limiting seat (30) is provided with limiting assemblies used for enabling the wood ridges (20) to be vertically and equidistantly installed outside the formwork body (10).

3. The square column concrete injection construction formwork structure according to claim 2, characterized in that: spacing subassembly includes fixed plate (32) and slides board (33) that corresponds the setting with fixed plate (32), slide board (33) can be followed the length direction of spacing seat (30) removes, fixed plate (32) with be formed with fluting (34) between slide board (33).

4. The square column concrete injection construction formwork structure according to claim 3, wherein: spacing seat (30) deviate from T type groove (35) have been seted up to one side of template body (10), slide on board (33) correspondingly be provided with T type piece (36) that T type groove (35) are corresponding, T type piece (36) with the cooperation of sliding in T type groove (35).

5. The square column concrete injection construction formwork structure according to claim 4, characterized in that: the lateral wall of spacing seat (30) seted up with bar groove (37) of T type groove (35) intercommunication, T type piece (36) orientation one side of bar groove (37) is provided with one end and stretches out stud (38) of bar groove (37), stud (38) stretch out the one end of bar groove (37) is provided with the fastener.

6. The square column concrete injection construction formwork structure according to claim 1, characterized in that: a gasket (52) is arranged between the fixing nut (51) and the two steel pipes (40), and two sides of the gasket (52) are respectively abutted to the steel pipes (40) and the fixing nut (51).

7. The square column concrete injection construction formwork structure according to claim 2, characterized in that: screws (31) are arranged at two ends of the limiting seat (30) in a penetrating mode, and one end of each screw (31) penetrates through the limiting seat (30) and then is in threaded connection with the template body (10).

8. The square column concrete injection construction formwork structure of claim 5, wherein: the fastener is a butterfly nut (39), and the butterfly nut (39) is connected to one end, extending out of the strip-shaped groove (37), of the stud (38) in a threaded mode.