CN210767835U - Inclined steel reinforced concrete cylindrical formwork system - Google Patents

Inclined steel reinforced concrete cylindrical formwork system Download PDF

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Publication number
CN210767835U
CN210767835U CN201921163076.0U CN201921163076U CN210767835U CN 210767835 U CN210767835 U CN 210767835U CN 201921163076 U CN201921163076 U CN 201921163076U CN 210767835 U CN210767835 U CN 210767835U
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CN
China
Prior art keywords
steel
concrete
reinforcing
base
bevel gear
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Expired - Fee Related
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CN201921163076.0U
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Chinese (zh)
Inventor
简盛恒
廖志毅
陈天成
常海东
姚若洋
刘龙龙
郭民
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China Construction Second Engineering Bureau Co Ltd
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China Construction Second Engineering Bureau Co Ltd
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Priority to CN201921163076.0U priority Critical patent/CN210767835U/en
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Abstract

The utility model discloses an incline shaped steel concrete cylinder template system, it includes: the steel beam concrete pouring device comprises profile steel stand columns, beam trailers, concrete pouring templates and a first reinforcing device; after the section steel upright posts are poured with concrete, forming steel concrete columns; one end of the beam trailer is fixedly connected with the profile steel upright; the concrete pouring template is arranged outside the profile steel upright; the reinforcing device is arranged outside the concrete pouring template; the reinforcing device comprises a reinforcing steel belt, a first base, a second base, an adjusting screw, a first bevel gear, a second bevel gear, a rocker and a crank. When the inclined steel reinforced concrete cylindrical template system is used, the concrete pouring template arranged at the position is limited and reinforced by the reinforcing device, the template can be prevented from shifting in the concrete pouring or concrete curing process, and the construction quality of the steel reinforced concrete cylinder is improved.

Description

Inclined steel reinforced concrete cylindrical formwork system
Technical Field
The utility model relates to an incline type steel concrete cylinder template system.
Background
In recent years, super high-rise buildings adopting a steel and concrete combined structure are increasing, and the super high-rise buildings are often unique in shape, novel in appearance and variable in external elevation curve. The outer frame structure of the engineering is usually a steel frame, the outer frame structure column adopts a steel reinforced concrete column, and the outer frame structure beam adopts a section steel beam. In order to meet the requirement of tower appearance curve retraction change, the deformation body adopts an inclined steel reinforced concrete column.
For example, in a specific project, the tower outer frame column is an inclined steel reinforced concrete column, the height of the inclined steel reinforced concrete column is up to 14.3m, the maximum inclination angle is 12.5 degrees, and the maximum section size of the inclined column is 1600mm in diameter. The upper opening of the inclined section steel column is connected with the steel beam, and the section steel column has an inclination angle, so that the cylindrical formwork at the connection part of the upper opening of the inclined section steel column and the steel beam is loosened or displaced in the concrete construction process, and the concrete forming quality is influenced.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a slope shaped steel concrete cylinder template system to solve slope shaped steel post suitable for reading and girder steel junction cylinder template not hard up or shift, influence the problem of concrete shaping quality.
The utility model provides an above-mentioned technical problem's technical scheme as follows: an inclined steel reinforced concrete cylindrical formwork system, comprising: the steel beam concrete pouring device comprises profile steel stand columns, beam trailers, concrete pouring templates and a first reinforcing device; after the section steel upright posts are poured with concrete, forming steel concrete columns; one end of the beam trailer is fixedly connected with the profile steel upright; the concrete pouring template is arranged outside the profile steel upright; the first reinforcing device is arranged outside the concrete pouring template; the first reinforcing device comprises a reinforcing steel belt, a first base, a second base, an adjusting screw, a first bevel gear, a second bevel gear, a rocker and a crank; the first reinforcing steel belt is fixedly connected with the beam trailer, and the second reinforcing steel belt is fixedly connected with the other beam trailer; the first base is fixed at the end part of the first reinforcing steel strip, and the second base is fixed at the end part of the second reinforcing steel strip; the first end part of the adjusting screw penetrates through the first base, and the external thread of the second end part of the adjusting screw is arranged in the internal thread of the second base; the first bevel gear is arranged at the first end part of the adjusting screw rod; the second bevel gear is arranged at the end part of the rocker and is meshed with the first bevel gear, and the rocker is arranged in a shaft hole of the first base; the crank is connected with the other end of the rocker.
The utility model discloses as above slope shaped steel concrete cylinder template system, further, the hookup location of crank and rocker is beta structure, the two articulated connection.
The utility model discloses as above slope shaped steel concrete cylinder template system, further, still include wooden tree or wooden wedge, wooden tree or wooden wedge sets up between first reinforcing apparatus's reinforcement steel band and concrete placement template.
The utility model discloses as above-mentioned slope shaped steel concrete cylinder template system, further, still include second reinforcing apparatus, second reinforcing apparatus includes wood balk, annular opening structure's reinforcement steel band, first base, second base, adjusting screw, first bevel gear, second bevel gear, rocker and crank; the wood balms are arranged outside the concrete pouring template in the direction parallel to the profile steel upright posts; the annular reinforcing steel belt surrounds the outside of the wood balk; the first base is fixed at the first end part of the reinforced steel belt, and the second base is fixed at the second end part of the reinforced steel belt; the first end part of the adjusting screw penetrates through the first base, and the external thread of the second end part of the adjusting screw is arranged in the internal thread of the second base; the first bevel gear is arranged at the first end part of the adjusting screw rod; the second bevel gear is arranged at the end part of the rocker and is meshed with the first bevel gear, and the rocker is arranged in a shaft hole of the first base; the crank is connected with the other end of the rocker.
The utility model discloses as above slope shaped steel concrete cylinder template system, further, the hookup location of crank and rocker is beta structure, the two articulated connection.
When the inclined steel reinforced concrete cylindrical template system is used, the concrete pouring template arranged at the position is limited and reinforced by the reinforcing device, the template can be prevented from shifting in the concrete pouring or concrete curing process, and the construction quality of the steel reinforced concrete cylinder is improved. Utilize first bevel gear and second bevel gear and combination, operating personnel rotates the regulation that the rocker can realize first reinforcing apparatus elasticity through the crank, has avoided because the adjustment that the narrow and small regulation that leads to of slope shaped steel post upper shed and girder steel junction operating space rotates adjusting screw very difficult problem.
Drawings
The above and/or other aspects and advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are given by way of illustration only and not by way of limitation, wherein:
FIG. 1 is a schematic view of an inclined steel reinforced concrete cylindrical formwork system in a beam-towing position;
FIG. 2 is another schematic view of the inclined steel reinforced concrete cylindrical formwork system in a beam-towing position;
FIG. 3 is a schematic view of an annular reinforcing strip according to a first embodiment of the present invention;
fig. 4 is a schematic view of an annular reinforcing strip according to a second embodiment of the present invention.
In the drawings, the components represented by the respective reference numerals are listed below:
1. the steel-concrete reinforced concrete beam comprises a beam support, 2, a first reinforcing device, 3, a concrete pouring template, 4, a wood beam, 5, a steel-concrete column, 6, a second reinforcing device, 11, a steel belt perforation, 61, a reinforcing steel belt, 62, a first base, 63, a second base, 64, an adjusting screw rod, 65, a first bevel gear, 66, a second bevel gear, 67, a rocker, 68, a crank, 69 and a connecting bolt.
Detailed Description
Hereinafter, embodiments of the inclined steel reinforced concrete cylindrical formwork system of the present invention will be described with reference to the accompanying drawings.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. It should be noted that for the sake of clarity in showing the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.
Fig. 1, 2 and 3 show an inclined steel reinforced concrete cylindrical formwork system according to an embodiment of the present invention, which includes: the steel beam concrete pouring device comprises profile steel upright columns, beam trailers 1, concrete pouring templates 3 and a first reinforcing device 2;
forming a steel concrete column 5 after concrete is poured outside the steel upright; the profile steel upright posts are arranged in the vertical direction or in an inclined manner;
one end of the beam trailer 1 is fixedly connected with the section steel upright, and the number of the beam trailers is determined according to the number of beams required to be installed at the height position, for example, two beam trailers are shown in fig. 1;
the concrete pouring template 3 is arranged outside the profile steel upright;
the first reinforcing device 2 is arranged outside the concrete pouring template 3, the height position of the first reinforcing device corresponds to the position of the beam trailer, and the first reinforcing device is preferably arranged in the middle of the beam trailer; the first reinforcing device 2 cannot directly surround the section steel upright post and the corresponding template; the first reinforcing device 2 comprises a reinforcing steel belt 61, a first base 62, a second base 63, an adjusting screw 64, a first bevel gear 65, a second bevel gear 66, a rocker 67 and a crank 68; the first reinforcing steel belt 61 is fixedly connected with the beam trailer 1, and the second reinforcing steel belt 61 is fixedly connected with the other beam trailer 1; the first base 62 is fixed to the end of the first reinforcing steel strip 61, and the second base 63 is fixed to the end of the second reinforcing steel strip 61; a first end of the adjusting screw 64 passes through the first base 62, and the external thread of a second end of the adjusting screw 64 is installed in the internal thread of the second base 63; a first bevel gear 65 is mounted at a first end of the adjusting screw 64; the second bevel gear 66 is arranged at the end part of a rocker 67 and is in meshed connection with the first bevel gear 65, and the rocker 67 is arranged in a shaft hole of the first base 62; the crank 68 is connected to the other end of the rocker 67.
In another embodiment, a steel belt through hole 11 is arranged on the beam trailer, and the first reinforcing device 2 comprises a reinforcing steel belt 61 with an annular structure, a first base 62, a second base 63, an adjusting screw 64, a first bevel gear 65, a second bevel gear 66, a rocker 67 and a crank 68; the reinforced steel belt passes through the steel belt through hole; the first base 62 is fixed to a first end portion of the reinforcing steel strip 61, and the second base 63 is fixed to a second end portion of the reinforcing steel strip 61; a first end of the adjusting screw 64 passes through the first base 62, and the external thread of a second end of the adjusting screw 64 is installed in the internal thread of the second base 63; a first bevel gear 65 is mounted at a first end of the adjusting screw 64; the second bevel gear 66 is arranged at the end part of a rocker 67 and is in meshed connection with the first bevel gear 65, and the rocker 67 is arranged in a shaft hole of the first base 62; the crank 68 is connected with the other end of the rocker 67; in a further preferred embodiment, the connection between the handle 68 and the rocker 67 is a foldable structure, and the two are hinged. FIG. 4 is a schematic view of an annular reinforcing strip according to a second embodiment of the present invention; the reinforcing steel strip 61 is formed by joining two parts, and the two reinforcing steel strips are joined by a joining bolt 69.
When the inclined steel reinforced concrete cylindrical template system of the embodiment is used, the first reinforcing device is utilized to limit and reinforce the concrete pouring template at the set position, the template can be prevented from shifting in the concrete pouring or concrete curing process, and the construction quality of the steel reinforced concrete cylinder is improved. Utilize first bevel gear and second bevel gear and combination, operating personnel rotates the regulation that the rocker can realize first reinforcing apparatus elasticity through the crank, has avoided because the adjustment that the narrow and small regulation that leads to of slope shaped steel post upper shed and girder steel junction operating space rotates adjusting screw very difficult problem.
In a further preferred embodiment, the inclined steel reinforced concrete cylindrical formwork system further comprises a wood purlin 4 or a wood wedge, and the wood purlin 4 or the wood wedge is arranged between the reinforcing steel strip 61 of the first reinforcing device 2 and the concrete pouring formwork 3. Utilize wooden santalum album 4 or wooden wedge to fill the space between template and the first reinforcing apparatus and realize better reinforcing effect.
The inclined steel reinforced concrete cylindrical formwork system of the embodiment can be further improved by further comprising second reinforcing devices 6, wherein the second reinforcing devices 6 are arranged at positions higher than the beam tows and lower than the beam tows, and two sets of second reinforcing devices are arranged in fig. 2; the second reinforcing device 6 comprises a wood purlin 4, a reinforcing steel belt 61 with an annular opening structure, a first base 62, a second base 63, an adjusting screw 64, a first bevel gear 65, a second bevel gear 66, a rocker 67 and a crank 68; the wood balms 4 are arranged outside the concrete pouring template 3 in the direction parallel to the profile steel upright posts; an annular reinforcing steel belt 61 surrounds the outside of the wood purlin 4; the first base 62 is fixed to a first end portion of the reinforcing steel strip 61, and the second base 63 is fixed to a second end portion of the reinforcing steel strip 61; a first end of the adjusting screw 64 passes through the first base 62, and the external thread of a second end of the adjusting screw 64 is installed in the internal thread of the second base 63; a first bevel gear 65 is mounted at a first end of the adjusting screw 64; the second bevel gear 66 is arranged at the end part of a rocker 67 and is in meshed connection with the first bevel gear 65, and the rocker 67 is arranged in a shaft hole of the first base 62; the crank 68 is connected to the other end of the rocker 67. In a further preferred embodiment, the connection between the handle 68 and the rocker 67 is a foldable structure, and the two are hinged. Utilize the second reinforcing apparatus, further consolidated the concrete placement template of roof beam dragging and shaped steel stand crossing position, further improved concrete placement quality and shaping quality, improved the building quality.
The technical features disclosed above are not limited to the combinations with other features disclosed, and other combinations between the technical features can be performed by those skilled in the art according to the purpose of the invention to achieve the aim of the invention.

Claims (3)

1. The utility model provides an inclined steel reinforced concrete cylinder template system which characterized in that includes: the concrete pouring device comprises profile steel upright posts, beam trailers (1), a concrete pouring template (3) and a first reinforcing device (2); after the section steel upright posts are poured with concrete, forming a steel concrete cylinder (5); one end of the beam trailer (1) is fixedly connected with the profile steel upright; the concrete pouring template (3) is arranged outside the profile steel upright; the first reinforcing device (2), the first reinforcing device (2) is arranged outside the concrete pouring template (3); the first reinforcing device (2) comprises a reinforcing steel belt (61), a first base (62), a second base (63), an adjusting screw rod (64), a first bevel gear (65), a second bevel gear (66), a rocker (67) and a crank (68); the first reinforcing steel belt (61) is fixedly connected with the beam trailer (1), and the second reinforcing steel belt (61) is fixedly connected with the other beam trailer (1); the first base (62) is fixed at the end part of the first reinforcing steel strip (61), and the second base (63) is fixed at the end part of the second reinforcing steel strip (61); the first end part of the adjusting screw rod (64) penetrates through the first base (62), and the external thread of the second end part of the adjusting screw rod (64) is installed in the internal thread of the second base (63); a first bevel gear (65) is arranged at the first end part of the adjusting screw rod (64); the second bevel gear (66) is arranged at the end part of the rocker (67) and is meshed with the first bevel gear (65), and the rocker (67) is arranged in the shaft hole of the first base (62); the crank (68) is connected to the other end of the rocker (67).
2. The inclined steel reinforced concrete cylindrical formwork system according to claim 1, wherein the connecting position of the crank (68) and the rocker (67) is a foldable structure, and the two are hinged.
3. The inclined steel reinforced concrete cylindrical formwork system according to claim 1 or 2, further comprising wood purlins (4) or wood wedges, wherein the wood purlins (4) or wood wedges are arranged between the reinforcing steel strips (61) of the first reinforcing device (2) and the concrete pouring formwork (3).
CN201921163076.0U 2019-07-23 2019-07-23 Inclined steel reinforced concrete cylindrical formwork system Expired - Fee Related CN210767835U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921163076.0U CN210767835U (en) 2019-07-23 2019-07-23 Inclined steel reinforced concrete cylindrical formwork system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921163076.0U CN210767835U (en) 2019-07-23 2019-07-23 Inclined steel reinforced concrete cylindrical formwork system

Publications (1)

Publication Number Publication Date
CN210767835U true CN210767835U (en) 2020-06-16

Family

ID=71035090

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921163076.0U Expired - Fee Related CN210767835U (en) 2019-07-23 2019-07-23 Inclined steel reinforced concrete cylindrical formwork system

Country Status (1)

Country Link
CN (1) CN210767835U (en)

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CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20200616

Termination date: 20210723