CN114776086A - Circular inclined column template supporting method - Google Patents

Circular inclined column template supporting method Download PDF

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Publication number
CN114776086A
CN114776086A CN202210583893.1A CN202210583893A CN114776086A CN 114776086 A CN114776086 A CN 114776086A CN 202210583893 A CN202210583893 A CN 202210583893A CN 114776086 A CN114776086 A CN 114776086A
Authority
CN
China
Prior art keywords
supporting
arc
circular
template
vertical support
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
CN202210583893.1A
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Chinese (zh)
Inventor
唐红兵
王加星
芦亚明
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China 22MCC Group Corp Ltd
Original Assignee
China 22MCC Group Corp Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China 22MCC Group Corp Ltd filed Critical China 22MCC Group Corp Ltd
Priority to CN202210583893.1A priority Critical patent/CN114776086A/en
Publication of CN114776086A publication Critical patent/CN114776086A/en
Withdrawn legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
    • E04G13/021Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for circular columns

Abstract

The invention provides a circular batter post template supporting method, and relates to the technical field of template supporting. The method comprises the steps of measuring and setting out, and marking the vertical support position and the inclined support position; the adjusting device is hinged on the supporting base plate, and then the supporting base plate is arranged at the position of an inclined strut on the ground; installing a vertical support according to the position of the vertical support; sleeving a supporting pipe at the end part of the adjusting device, and connecting the supporting pipe and the vertical support together by using a fastener; installing an arc bracket at the end part of a supporting pipe; mounting the circular inclined column template on the arc-shaped bracket from bottom to top, and fixing the circular inclined column template by using a hoop; and rotating the adjusting device to adjust the angle of the circular inclined column template. The circular oblique column template is supported through the arc-shaped bracket, surface contact between the circular oblique column template and the template is achieved, the stress area is increased, the template is prevented from deforming, and the supporting stability is improved. The supporting base plate is connected with the ground, so that the contact area between the supporting base plate and the ground is increased, and the supporting base plate has the characteristics of good stress, safety and reliability.

Description

Circular inclined column template supporting method
Technical Field
The invention relates to the technical field of formwork supporting, in particular to a method for supporting a circular inclined column formwork.
Background
Along with the continuous improvement of building function demand, building modeling tends to novelty, diversification by conventional square structure, especially in some public buildings, in order to reach spacious, penetrating, field of vision is wide and pleasing to the eye effect, adopts the special-shaped structure building more. The reinforced concrete circular batter post is widely applied as a common structural style, and has the construction characteristics of special shape, large span, high height, large construction load, high construction difficulty and the like.
At present, a formed circular template is mainly adopted for a cast-in-place diagonal column formwork, the template is firmly formed into a cylindrical shape by using a circular hoop, a square hoop is assembled by using a steel pipe and a fastener outside the integral cylindrical template to tightly hold the column template, a bracket of the diagonal column template is formed, and the template bracket is braced on the ground by using the steel pipe. The method mainly has the following defects: firstly, the bracket is made of steel pipes and forms point contact with the circular inclined column template, so that the template is easy to deform, and the support is not firm enough; secondly, the steel pipe is obliquely supported on the ground, the contact area between the steel pipe and the ground is small, and the ground and the steel pipe are easily damaged; thirdly, the flexibility is poor.
Disclosure of Invention
In view of the above, the present invention provides a method for supporting a circular inclined column formwork to solve the above problems.
Based on the above purpose, the invention provides a circular batter post formwork supporting method, which comprises the following steps: and S1, measuring and setting out the wire, and marking the vertical support position and the inclined support position.
And S2, hinging the adjusting device on the supporting base plate, and then installing the supporting base plate on the inclined support position on the ground.
And S3, installing the vertical support according to the vertical support position.
S4, sleeving the supporting pipe at the end part of the adjusting device, and connecting the supporting pipe and the vertical support together by using a fastener.
And S5, installing the arc bracket at the end of the support tube.
And S6, mounting the circular batter post template on the arc-shaped bracket from bottom to top, and fixing the circular batter post template by using the anchor ear.
And S7, rotating the adjusting device to adjust the angle of the circular inclined column template.
Compared with the prior art, the invention has the beneficial effects that:
1. the circular oblique column template is supported through the arc-shaped bracket, surface contact between the circular oblique column template and the template is achieved, the stress area is increased, the template is prevented from deforming, and the supporting stability is improved.
2. The supporting base plate is connected with the ground, so that the contact area between the supporting base plate and the ground is increased, and the supporting base plate has the characteristics of good stress, safety and reliability.
3. Arranging an adjusting device, and realizing the extension and retraction of the supporting rod by rotating the adjusting device; and the adjusting device and the supporting base plate are hinged, so that the supporting pipe can be adjusted in angle, and the template can be integrally adjusted.
Further, the adjusting device in the S1 comprises a screw rod, a nut and a connecting sheet, the screw rod is arranged in the supporting tube in a penetrating mode, the screw rod is connected with the nut in a threaded mode, the nut abuts against the supporting tube, the end portion of the screw rod is connected with one end of the connecting sheet, and the other end of the connecting sheet is hinged to the supporting cushion plate. The bottom of the supporting tube is abutted to the nut, the nut is rotated, and the position of the nut on the screw rod is adjusted, so that the length of the screw rod extending into the supporting tube is changed, and the supporting tube is stretched.
Further, the support backing plate in S1 includes a flat plate, two lug plates and a bolt, the lug plates are symmetrically connected to the flat plate, the connecting plate is located between the two lug plates, and the bolt penetrates through the connecting plate and the lug plates to connect the connecting plate and the lug plates together. The hinging between the connecting plate and the supporting base plate is realized, so that the angle of the supporting tube can be adjusted.
Further, arc bracket in S5 includes arcwall, connecting pipe and transition piece, and the transition piece is the dysmorphism piece, and the transition piece includes plane and arcwall face, and the arcwall face and the arcwall fixed connection of transition piece are connected with the one end of connecting pipe with the plane that the arcwall face is adjacent on the transition piece, and the stay tube is worn to be equipped with to the other end of connecting pipe. The transition block is in surface contact with the arc-shaped plate, and the circular tube is in line contact with the transition block, so that the connection stability is enhanced; the stay tube is worn to adorn in the connecting pipe and is installed, has the dismouting convenient, characteristics that the reliability is high.
Drawings
FIG. 1 is a schematic construction diagram of a circular batter post formwork supporting method provided by an embodiment of the invention;
FIG. 2 is a schematic view of a screw rod of the circular inclined column template supporting method according to an embodiment of the present invention;
FIG. 3 is a schematic view of a supporting pad plate of the circular inclined column formwork supporting method according to an embodiment of the present invention;
FIG. 4 is a top view of an arc-shaped bracket for supporting a circular batter post form according to an embodiment of the present invention;
FIG. 5 is a front view of an arc-shaped bracket for supporting a circular batter post form according to an embodiment of the present invention;
fig. 6 is a schematic view of a supporting method of a circular inclined column template according to an embodiment of the present invention.
Description of the drawings are labeled: 1. supporting a tube; 2. a screw; 3. a nut; 4. connecting sheets; 5. an arc-shaped plate; 6. a connecting pipe; 7. a transition block; 8. a flat plate; 9. an ear plate; 10. a circular batter post template; 11. hooping; 12. standing and supporting; 13. a fastener.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail with reference to specific embodiments below.
As shown in fig. 1, the method for supporting a circular inclined column formwork provided by the invention comprises the following steps:
and S1, measuring and setting out the line, and marking the position of the vertical support 12 and the position of the inclined support according to the template installation requirement.
S2, the adjusting device is composed of a screw rod 2, a nut 3 and a connecting sheet 4, the screw rod 2 is arranged at the other end of the supporting tube 1 in a penetrating mode, the nut 3 is connected to the screw rod 2 in a threaded mode, and the bottom end of the supporting tube 1 abuts against the nut 3. As shown in fig. 2, the end of the screw 2 is connected to a connecting piece 4, and the connecting piece 4 is provided with a through hole. The supporting base plate consists of a flat plate 8, lug plates 9 and bolts, as shown in fig. 3, the lug plates 9 are symmetrically connected on the flat plate 8, the connecting sheet 4 is positioned between the two lug plates 9, and the bolts penetrate through holes on the connecting sheet 4 and mounting holes on the two lug plates 9 to connect the connecting sheet 4 and the lug plates 9 together. The connecting piece 4 can rotate between the two ear plates 9, so that the angle of the supporting tube 1 can be adjusted to support the circular inclined column template 10. The flat plate 8 is connected to the ground, and the flat plate 8 is in surface contact with the ground, so that the flat plate has the characteristics of uniform stress and high reliability.
And S3, installing the vertical support 12 according to the position of the vertical support 12.
S4, sleeving the support tube 1 at the end of the screw rod 2, tightly attaching the support tube 1 to the vertical support 12, and fixing the connection position of the support tube 1 and the vertical support 12 together by using the fastener 13.
S5, as shown in FIG. 4, the arc bracket is composed of an arc plate 5, a connecting pipe 6 and a transition block 7, the radian of the arc plate 5 is matched with that of the circular batter post template 10, so that the arc plate 5 can completely cling to the outer wall of the circular batter post template 10. The arc-shaped plate 5 is in surface contact with the circular inclined column template 10 from point contact, the contact area is increased, and the circular inclined column template 10 is prevented from being deformed due to too small stress area when the circular inclined column template 10 is supported. And the stability of supporting the circular inclined column template 10 is improved by increasing the contact area.
The transition block 7 is a special-shaped block, one surface of the transition block 7 is an arc-shaped surface, and other surfaces of the transition block 7 are planes. The arc surface of the transition block 7 is fixedly connected with the arc plate 5, and the connecting pipe 6 is fixedly connected with a plane adjacent to the arc surface, as shown in fig. 5, and in this embodiment, the plane is set to be a rectangular plane. Because there is the radian in the outer wall of arc 5, if the pipe lug connection is on arc 5, then be the point contact between pipe and the arc 5, be difficult for connecting, and be difficult to guarantee the stability of connecting. Therefore, through setting up transition piece 7, the arcwall face of transition piece 7 and the radian looks adaptation of arc 5 realize with the face contact between arc 5. And then the round pipe is connected to the transition block 7, and the round pipe is in line contact with the transition block 7, so that the welding is easy, and the connection is firmer. As shown in fig. 6, the connection tube 6 is sleeved on the support tube 1, and this way has the characteristics of convenient installation and high reliability.
S6, mounting the circular batter post formwork 10 on an arc-shaped bracket from bottom to top, and fixing one section by using the hoop 11 when each section is mounted.
And S7, rotating the nut 3, and adjusting the position of the nut 3 on the screw rod 2, so that the length of the screw rod 2 extending into the supporting tube 1 is changed, the overall angle of the circular inclined column template 10 is adjusted, and the circular inclined column template 10 is supported.
The embodiments of the invention are intended to embrace all such alternatives, modifications and variances that fall within the broad scope of the appended claims. Therefore, any omissions, modifications, equivalents, improvements, and the like that may be made without departing from the spirit or scope of the present invention are intended to be included within the scope of the present invention.

Claims (4)

1. A circular inclined column template supporting method comprises the following steps: s1, measuring and setting out wires, and marking the vertical support position and the inclined support position; it is characterized in that the preparation method is characterized in that,
s2, hinging the adjusting device on the supporting base plate, and then installing the supporting base plate on the inclined strut position on the ground;
s3, installing the vertical support according to the position of the vertical support;
s4, sleeving the supporting tube at the end part of the adjusting device, and connecting the supporting tube and the vertical support together by using a fastener;
s5, mounting the arc bracket at the end of the support tube;
s6, mounting the circular batter post template on the arc-shaped bracket from bottom to top, and fixing the circular batter post template by using a hoop;
and S7, rotating the adjusting device to adjust the angle of the circular inclined column template.
2. The method for supporting a circular batter post form according to claim 1, wherein the adjusting means in S1 includes a screw, a nut and a connecting piece, the screw is inserted into the supporting tube, the nut is screwed on the screw, the nut abuts against the supporting tube, the end of the screw is connected with one end of the connecting piece, and the other end of the connecting piece is hinged with the supporting pad.
3. The method of claim 2, wherein the supporting pad of S1 comprises a flat plate, two lugs and a bolt, the lugs are symmetrically connected to the flat plate, the connecting plate is located between the two lugs, and the bolt passes through the connecting plate and the lugs to connect the connecting plate and the lugs together.
4. The method for supporting a circular batter post form according to claim 1, wherein the arc-shaped bracket in S5 comprises an arc-shaped plate, a connecting pipe and a transition block, the transition block is a special-shaped block, the transition block comprises a plane and an arc-shaped surface, the arc-shaped surface of the transition block is fixedly connected with the arc-shaped plate, the plane adjacent to the arc-shaped surface on the transition block is connected with one end of the connecting pipe, and the other end of the connecting pipe is provided with a supporting pipe in a penetrating way.
CN202210583893.1A 2022-05-27 2022-05-27 Circular inclined column template supporting method Withdrawn CN114776086A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210583893.1A CN114776086A (en) 2022-05-27 2022-05-27 Circular inclined column template supporting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210583893.1A CN114776086A (en) 2022-05-27 2022-05-27 Circular inclined column template supporting method

Publications (1)

Publication Number Publication Date
CN114776086A true CN114776086A (en) 2022-07-22

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Application Number Title Priority Date Filing Date
CN202210583893.1A Withdrawn CN114776086A (en) 2022-05-27 2022-05-27 Circular inclined column template supporting method

Country Status (1)

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CN (1) CN114776086A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN206554513U (en) * 2017-03-02 2017-10-13 河南中安建设工程有限公司 A kind of wall column formwork bracing device
CN108374554A (en) * 2018-03-12 2018-08-07 上海建工五建集团有限公司 Tilted cylindrical envelope template system and construction method
CN112663949A (en) * 2020-12-27 2021-04-16 广东正升建筑有限公司 Cast-in-place reinforced concrete oblique cylinder construction mold and method
CN214575669U (en) * 2021-01-15 2021-11-02 广东金辉华集团有限公司 Inclined cylindrical supporting structure system

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN206554513U (en) * 2017-03-02 2017-10-13 河南中安建设工程有限公司 A kind of wall column formwork bracing device
CN108374554A (en) * 2018-03-12 2018-08-07 上海建工五建集团有限公司 Tilted cylindrical envelope template system and construction method
CN112663949A (en) * 2020-12-27 2021-04-16 广东正升建筑有限公司 Cast-in-place reinforced concrete oblique cylinder construction mold and method
CN214575669U (en) * 2021-01-15 2021-11-02 广东金辉华集团有限公司 Inclined cylindrical supporting structure system

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Application publication date: 20220722