CN220954652U - Device for reinforcing yin and yang corners of concrete formwork - Google Patents

Device for reinforcing yin and yang corners of concrete formwork Download PDF

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Publication number
CN220954652U
CN220954652U CN202322475575.6U CN202322475575U CN220954652U CN 220954652 U CN220954652 U CN 220954652U CN 202322475575 U CN202322475575 U CN 202322475575U CN 220954652 U CN220954652 U CN 220954652U
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China
Prior art keywords
supporting rod
template
concrete
concrete wall
pipe body
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Active
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CN202322475575.6U
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Chinese (zh)
Inventor
雷建龙
赵群
熊凯
万阳
胡国雄
吴哲杭
雷志鑫
张腾飞
张颖
杜岩石
唐倩倩
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China Gezhouba Group Construction Engineering Co ltd
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China Gezhouba Group Construction Engineering Co ltd
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Priority to CN202322475575.6U priority Critical patent/CN220954652U/en
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Abstract

The utility model provides a concrete form negative and positive angle reinforcing apparatus, includes template, secondary joist and the main joist that the concrete wall is inside and outside all sets gradually, and the negative and positive angle or the tip that just are located the concrete wall between inside and outside template are equipped with the conversion piece, and conversion piece and screw rod threaded connection pass through the nut locking behind the template. The device for reinforcing the yin and yang corners of the concrete template provided by the utility model ensures that the yin and yang corners are reinforced reliably when the concrete wall is poured.

Description

Device for reinforcing yin and yang corners of concrete formwork
Technical Field
The utility model relates to the technical field of wall construction, in particular to a device for reinforcing a male corner and a female corner of a concrete template.
Background
Along with the vigorous development of the building industry, the building height is also continuously increased, the concrete wall in the concrete wall structure is used as a main shearing member of the building, and along with the indoor space layout of the house, the structural form of the concrete wall is continuously complex. However, as the opposite-pulling screw rods in the wall column templates are conventional standardized components, the opposite-pulling screw rods cannot be effectively reinforced for the yin and yang corners and the end parts of the structural wall body, and as a result, the quality problems of mold expansion, slurry leakage, uneven yin and yang corners and the like after pouring of the wall column can be caused, and if the reinforcing is carried out, the problems are larger, and even the risk of safety accidents exists.
Based on this current situation, several common technical treatment schemes are also made by construction units:
1) And reinforcing the two sides of the corner end part of the structural concrete wall through the opposite-pulling screw. Disadvantages: a. the process is mainly used for the end part of the concrete wall, the length of the concrete wall is too long, the opposite-pulling screw rod is not easy to penetrate and opposite-pull, and the end face of the end part is not firmly fixed; b. the opposite-pull screw rod can not penetrate into the wall body and is easy to deform and slip.
2) And at the corner, the end part of the main keel is reinforced by locking the opposite-pull screw on the main keel (a fixing device is added on the steel pipe). Disadvantages: because the stress points need to be added from the lateral main joists, in order to prevent slipping, the stress points added in the vertical direction can be arranged behind the first opposite-pull screw, if the concrete wall is thicker, the length of the opposite-pull screw can be increased at first (welding is adopted in most processes), and secondly, after being reinforced by adopting the mode, the stress points are stressed at the two ends of the corner part of the concrete wall, if the wall is thicker, the middle part of the corner wall has the risk of larger expansion die.
In sum, the corner part of the structural wall body is too thick due to the fact that the corner wall body is too thick, the concrete wall is too long, the mode of penetrating the opposite-pulling screw rod cannot be adopted to reinforce, the corner part of the structural wall body cannot be effectively reinforced, the quality problems of mold expansion, slurry leakage, uneven internal and external corners and the like after wall column pouring can be caused in the later period, potential safety hazards exist, various defects still exist in some conventional treatment schemes at present, and the external template reinforcing method cannot effectively reinforce a thicker wall body, so that the problem of overlarge lateral displacement of the wall body can be caused.
Disclosure of Invention
The utility model aims to solve the technical problem of providing a device for reinforcing the internal and external corners of a concrete template, which can improve the stability of reinforcing the concrete wall template and has better molding quality after the completion of the form removal of concrete pouring.
In order to solve the technical problems, the utility model adopts the following technical scheme:
The utility model provides a concrete form negative and positive angle reinforcing apparatus, includes template, secondary joist and the main joist that the concrete wall is inside and outside all sets gradually, and the negative and positive angle or the tip that just are located the concrete wall between inside and outside template are equipped with the conversion piece, and conversion piece and screw rod threaded connection pass through the nut locking behind the template.
The inside of the template and the internal corner of the concrete wall are sequentially provided with a corner plate and a triangular plate, and the corner plate and the triangular plate are provided with through holes for the screw rod to pass through.
The conversion piece comprises a pipe body, a first supporting rod is arranged on one side of the pipe body, and a second supporting rod and a third supporting rod are arranged on the other side of the pipe body; the pipe body is of a through hole structure, and threaded holes are formed in the ends of the first supporting rod, the second supporting rod and the third supporting rod; the first support rod is perpendicular to the pipe body, the second support rod and the third support rod are perpendicular to each other and form an included angle of 45 degrees with the pipe body.
The triangular plates and the angular plates are all made of steel plates.
The utility model relates to a device for reinforcing a male corner and a female corner of a concrete template, which has the following technical effects:
1) Through setting up the conversion piece, make concrete wall negative and positive angle template consolidate convenient operation, can improve concrete wall template reinforced stability, the shaping quality is better after the completion of concreting the form removal.
2) The conversion piece is provided with a plurality of connection ports, so that the conversion piece can be connected by adopting a plurality of screws and reinforced from several directions, and the structure is reliable without potential safety hazards.
Drawings
The utility model is further illustrated by the following examples in conjunction with the accompanying drawings:
fig. 1 is a schematic cross-sectional view of the present utility model.
Fig. 2 is a cross-sectional view of a transducer according to the present utility model.
Fig. 3 is a cross-sectional view of a triangle in the present utility model.
Fig. 4 is a schematic view of the connection of the transition piece of the present utility model at the inside and outside corners of a concrete wall.
Fig. 5 is a schematic view showing the connection of the transition piece at the end of the concrete wall according to the present utility model.
In the figure: concrete wall 1, template 2, secondary joist 3, main joist 4, screw rod 5, nut 6, set square 7, scute 8, conversion piece 9, through-hole 10.
Detailed Description
As shown in fig. 1-5, a device for reinforcing the female and male corners of a concrete form comprises a screw 5, a triangular plate 7, a triangular plate 8 and a conversion piece 9.
As shown in fig. 1 and 3, the corner plate 8 is placed at the internal corner of the concrete wall 1, and the triangular plate 7 is placed closely to the corner plate 8. The triangular plates 7 and the angular plates 8 are provided with through holes 10 for the screw 5 to pass through.
As shown in fig. 2, the conversion element 9 includes a tube body 9.1, a first supporting rod 9.2 is disposed on one side of the tube body 9.1, and a second supporting rod 9.3 and a third supporting rod 9.4 are disposed on the other side of the tube body 9.1. The pipe body 9.1 is of a through hole structure, and the first supporting rod 9.2, the second supporting rod 9.3 and the third supporting rod 9.4 are all provided with threaded holes 9.5. The first supporting rod 9.2 is perpendicular to the pipe body 9.1, the second supporting rod 9.3 and the third supporting rod 9.4 are perpendicular to each other, and an included angle of 45 degrees is formed between the first supporting rod and the pipe body 9.1.
As shown in fig. 1, the inner side and the outer side of the concrete wall 1 are respectively provided with a template 2, an auxiliary keel 3 and a main keel 4, and the corresponding templates 2 are provided with through holes 10 for the screws 5 to pass through.
The triangular plates 7 and the angular plates 8 are made of steel plates. Thereby ensuring strength.
Working principle and process:
1) As shown in fig. 1 and 4, the concrete yin-yang corner wall is reinforced: the three screws 5 are correspondingly connected with the first supporting rod 9.2, the second supporting rod 9.3 and the third supporting rod 9.4 in sequence in a threaded manner and penetrate through the corresponding templates 2. Wherein, the screw rod 5 positioned at the second supporting rod 9.3 and the third supporting rod 9.4 is locked at the main keel 4 through the nut 6. The screw 5 at the first support rod 9.2 passes through the angle plate 8 and the triangular plate 7 and is locked at the triangular plate 7 through the nut 6, thereby strengthening.
2) As shown in fig. 1 and 5, the end concrete wall is reinforced: a PVC sleeve is arranged in the pipe body 9.1, two ends of a screw 5 penetrate through the PVC sleeve, and the two ends of the screw 5 penetrate through the corresponding templates 2 and are locked at the main keel 4 through corresponding nuts 6. A screw 5 is screwed to the first support rod 9.2 and is locked by means of a nut 6 after passing through the end form 2, whereby reinforcement is achieved.

Claims (4)

1. The utility model provides a device is consolidated at concrete form negative and positive angle which characterized in that: the concrete wall comprises a template (2), a secondary keel (3) and a main keel (4) which are sequentially arranged in and outside a concrete wall (1), wherein a conversion piece (9) is arranged between the inner template (2) and the outer template (2) and positioned at the inner and outer corners or the ends of the concrete wall (1), the conversion piece (9) is in threaded connection with a screw rod (5), and the screw rod (5) is locked through a nut (6) after penetrating through the template (2).
2. The device for reinforcing the inside and outside corners of a concrete form according to claim 1, wherein: the inside of the template (2) and the internal corner of the concrete wall (1) are sequentially provided with a corner plate (8) and a triangle plate (7), and through holes (10) for the screw rods (5) to pass through are formed in the corner plate (8) and the triangle plate (7).
3. The device for reinforcing the inside and outside corners of a concrete form according to claim 1, wherein: the conversion piece (9) comprises a pipe body (9.1), a first supporting rod (9.2) is arranged on one side of the pipe body (9.1), and a second supporting rod (9.3) and a third supporting rod (9.4) are arranged on the other side of the pipe body (9.1); the pipe body (9.1) is of a through hole structure, and threaded holes (9.5) are formed in the ends of the first supporting rod (9.2), the second supporting rod (9.3) and the third supporting rod (9.4); the first supporting rod (9.2) is perpendicular to the pipe body (9.1), the second supporting rod (9.3) and the third supporting rod (9.4) are perpendicular to each other and form an included angle of 45 degrees with the pipe body (9.1).
4. A concrete form corner reinforcing apparatus according to claim 2, wherein: the triangular plates (7) and the angular plates (8) are made of steel plates.
CN202322475575.6U 2023-09-12 2023-09-12 Device for reinforcing yin and yang corners of concrete formwork Active CN220954652U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202322475575.6U CN220954652U (en) 2023-09-12 2023-09-12 Device for reinforcing yin and yang corners of concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202322475575.6U CN220954652U (en) 2023-09-12 2023-09-12 Device for reinforcing yin and yang corners of concrete formwork

Publications (1)

Publication Number Publication Date
CN220954652U true CN220954652U (en) 2024-05-14

Family

ID=91022201

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202322475575.6U Active CN220954652U (en) 2023-09-12 2023-09-12 Device for reinforcing yin and yang corners of concrete formwork

Country Status (1)

Country Link
CN (1) CN220954652U (en)

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