CN111794507A - Installation method of steel reinforced concrete diagonal bracing template - Google Patents
Installation method of steel reinforced concrete diagonal bracing template Download PDFInfo
- Publication number
- CN111794507A CN111794507A CN202010819011.8A CN202010819011A CN111794507A CN 111794507 A CN111794507 A CN 111794507A CN 202010819011 A CN202010819011 A CN 202010819011A CN 111794507 A CN111794507 A CN 111794507A
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- China
- Prior art keywords
- angle
- template
- diagonal bracing
- rotating shaft
- dial
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
Abstract
The invention discloses a method for installing a steel reinforced concrete diagonal bracing template, which comprises the following steps: 1) measuring the inclination angle of an inclined strut of the template to be installed through drawing measurement; 2) fixing the diagonal bracing template to be installed on the angle rotation reading ruler device through rivets; 3) rotating the reading ruler device by operating the angle to ensure that the angle of the diagonal bracing template to be installed is consistent with the angle of the diagonal bracing; 4) locking the inclination angle of the angle rotation reading ruler device and then moving the angle rotation reading ruler device to a specified position to fix and support the inclined strut template; 5) and taking down the angle rotation reading ruler device and filling the rivet hole. By the construction method, the bearing plate is adopted during construction, so that the template can be accurately positioned in space and adjusted in angle, the dial is provided with the locking structure, the supporting and fixing effects are good, and the construction efficiency is improved.
Description
Technical Field
The invention belongs to the technical field of building construction equipment, and particularly relates to a method for installing a steel reinforced concrete diagonal bracing template.
Background
Along with the continuous improvement of building technology, building structure form is more and more complicated, and shaped steel concrete structure uses more and more in high-accuracy sharp building, and the structural style of solving the large-span has: the medium-sized steel concrete structure can effectively reduce the section area of the member and improve the stress performance of the member. In a steel reinforced concrete structure column, a splayed steel reinforced concrete conversion truss combined structure exists, structural members are dense, connecting nodes are numerous, the problems of component positioning, node connection, formwork supporting and fixing and concrete pouring are complex, the construction precision requirement is high, the construction difficulty is high, the important influence is brought to the quality and the construction period of a project, and how to adopt safe, high-quality, economic and efficient construction measures to guarantee the construction is an important problem of construction technology management.
To traditional template support fixed, it is artifical support and fixed mostly, the construction precision is difficult to guarantee, and the efficiency of construction is low, especially to eight style of calligraphy steel concrete conversion truss integrated configuration, it is more to relate to the bracing structure wherein, and the angle location requirement to the template is higher, and traditional construction mode is difficult to satisfy the quality requirement of engineering.
Disclosure of Invention
Aiming at the defects of the prior art, the technical problems to be solved by the invention are as follows: how to provide a construction efficiency height, conveniently carry out angle accurate positioning and regulation to the template, play the mounting method of shaped steel concrete bracing template that supports and fixed action to the template.
In order to solve the technical problems, the invention adopts the following technical scheme:
a method for installing a steel reinforced concrete diagonal bracing template comprises the following steps:
1) measuring the inclination angle of an inclined strut of the template to be installed through drawing measurement;
2) fixing the diagonal bracing template to be installed on the angle rotation reading ruler device through rivets;
3) rotating the reading ruler device by operating the angle to ensure that the angle of the diagonal bracing template to be installed is consistent with the angle of the diagonal bracing;
4) locking the inclination angle of the angle rotation reading ruler device and then moving the angle rotation reading ruler device to a specified position to fix and support the inclined strut template;
5) and taking down the angle rotation reading ruler device and filling the rivet hole.
The angle rotation reading ruler device comprises a base, wherein a sliding sleeve is vertically arranged on the upper side of the base, a support is arranged in the sliding sleeve, and the support is in sliding fit with the sliding sleeve; a jack is arranged below the bracket, the upper end of the jack is connected with the lower end of the bracket, and the lower end of the jack is connected with the base;
a rotating shaft is horizontally arranged at the upper part of the bracket, a dowel bar is arranged at one end of the rotating shaft, the dowel bar is perpendicular to the rotating shaft, and the dowel bar can drive the rotating shaft to rotate; a bearing plate is fixedly arranged on the upper side of the rotating shaft, and the bearing plate is horizontally arranged and can synchronously rotate with the rotating shaft;
and a plurality of positioning holes are formed in the bearing plate.
Like this, when the construction, pass through the locating hole with the template and fix on the bearing board, remove the assigned position with the device, through operation dowel steel, drive the pivot and then drive the bearing board at the certain angle of vertical plane internal rotation, thereby realize the adjustment and the control to the template angle, and can adjust and control its height through the jack as required, jack and bearing board play support and fixed action to the template again, construction efficiency has been improved, and can be fine play support to the template, it is fixed, angle control, space location effect such as height control.
As optimization, the bracket comprises a guide post and support plates vertically arranged on two opposite sides of the upper end of the guide post; the guide post is in sliding fit with the sliding sleeve; the rotating shaft is arranged between the upper parts of the two support plates and is in running fit with the support plates. Through set up the guide post on the support, make the cooperation of support and sliding sleeve inseparabler, the motion of support is more stable, and the extension board sets up the both sides at the guide post, make and form the space between two extension boards, the width in this space is greater than the width of bearing board, be greater than the width of fixing at the bearing board cope match-plate pattern simultaneously, in order to make the bearing board take movable mould board to change over to the space between two extension boards when rotating like this, thereby make the template can be at the bigger angle of rotation in the rotation plane, in order to further improve the regulation effect.
As optimization, one end of the rotating shaft penetrates through the support plate and then is connected with the force transmission rod, a dial is arranged between the force transmission rod and the support plate, is arc-shaped, is arranged coaxially with the rotating shaft, is fixedly connected with the rotating shaft and can synchronously rotate with the rotating shaft; a reference line is vertically arranged on one side, close to the dial, of the support plate, the reference line passes through the axis line of the dial, and the lower end of the reference line extends to the lower portion of the dial. By adopting the structure, when the rotary dial is used, the dowel bar drives the rotating shaft to rotate, the dial rotates synchronously along with the rotating shaft, the rotating angle of the dial can be conveniently observed through the datum line on the support plate, and in the initial position, the dowel bar is in the vertical direction, and the datum line is over against the 0 scale mark on the dial.
Preferably, the dial is semicircular, and an angle scale layer is arranged at the position, close to the edge, of the dial. The angle that the pivot rotated is instructed through the angle scale layer, and corresponding, the template rotated the same angle promptly, further improvement template angle's regulation effect.
As optimization, an arc-shaped hole is further formed in the dial, and the arc-shaped hole and the dial are arranged coaxially; the support plate is provided with a positioning screw rod, one end of the positioning screw rod is fixedly connected with the support plate, and the other end of the positioning screw rod penetrates through the arc-shaped hole and then is connected with a locking nut. Through set up positioning screw on the extension board, positioning screw passes the arc hole, and when the calibrated scale rotated, relative motion produced between positioning screw and the arc hole after changeing the settlement angle, made the calibrated scale locking through lock nut, realized the fixed and support to the template. In order to prevent collision between the components, the length of the positioning screw rod higher than the dial is smaller than the distance between the dowel bar and the dial.
Preferably, the base is provided with rollers. When the roller is used specifically, the roller can be pushed manually by universal wheels, and can also be in a wheel type structure, a crawler type structure and the like with power drive, so that the functions of transportation and transition can be better exerted.
Preferably, a handle is arranged at the free end of the dowel bar and is perpendicular to the dowel bar. Thus, the operation is more convenient.
Compared with the prior art, the invention has the following beneficial effects: by the construction method, the bearing plate is adopted during construction, so that the template can be accurately positioned in space and adjusted in angle, the dial is provided with the locking structure, the supporting and fixing effects are good, and the construction efficiency is improved.
Drawings
FIG. 1 is a schematic front view of the present invention;
FIG. 2 is a schematic side view of the present invention;
the reference numbers illustrate: a base 1; a sliding sleeve 2; a jack 3; a rotating shaft 4; a dowel bar 5; a support plate 6; a positioning hole 7; a guide post 8; a support plate 9; a dial 10; an arc-shaped hole 11; a positioning screw 12; a lock nut 13; a roller 14; a handle 15.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Example 1: referring to fig. 1-2, a method for installing a steel reinforced concrete diagonal bracing formwork comprises the following steps:
1) measuring the inclination angle of an inclined strut of the template to be installed through drawing measurement;
2) fixing the diagonal bracing template to be installed on the angle rotation reading ruler device through rivets;
the angle rotation reading ruler device comprises a base 1, wherein a sliding sleeve 2 is vertically arranged on the upper side of the base 1, a support is arranged in the sliding sleeve 2, and the support is in sliding fit with the sliding sleeve 2; a jack 3 is arranged below the bracket, the upper end of the jack 3 is connected with the lower end of the bracket, and the lower end of the jack 3 is connected with the base 1;
a rotating shaft 4 is horizontally arranged at the upper part of the bracket, a dowel bar 5 is arranged at one end of the rotating shaft 4, the dowel bar 5 is perpendicular to the rotating shaft 4, and the dowel bar 5 can drive the rotating shaft 4 to rotate; a bearing plate 6 is fixedly arranged on the upper side of the rotating shaft 4, and the bearing plate 6 is horizontally arranged and can synchronously rotate with the rotating shaft 4;
and a plurality of positioning holes 7 are formed in the bearing plate 6.
During construction, the template is placed on the bearing plate 6 and fixed on the template through the positioning holes 7 by using rivets or other components, so that the template is fixed on the bearing plate 6.
3) Rotating the reading ruler device by operating the angle to ensure that the angle of the diagonal bracing template to be installed is consistent with the angle of the diagonal bracing;
in specific implementation, the bracket of the adopted angle rotation dividing ruler device comprises a guide column 8 and support plates 9 vertically arranged on two opposite sides of the upper end of the guide column 8; the guide post 8 is in sliding fit with the sliding sleeve 2; the rotating shaft 4 is arranged between the upper parts of the two support plates 9 and is in running fit with the support plates 9. Through set up guide post 8 on the support, make the support inseparabler with sliding sleeve 2's cooperation, the motion of support is more stable, and extension board 9 sets up the both sides at guide post 8, make and form the space between two extension boards 9, the width in this space is greater than the width of bearing board 6, be greater than the width of fixing at bearing board 6 cope match-plate pattern simultaneously, in order to make bearing board 6 drive the template can change over to the space between two extension boards 9 when rotating like this, thereby make the template can rotate bigger angle in the rotation plane, in order to further improve the regulating effect.
One end of the rotating shaft 4 penetrates through the support plate 9 and then is connected with the dowel bar 5, a dial 10 is arranged between the dowel bar 5 and the support plate 9, and the dial 10 is arc-shaped, is arranged coaxially with the rotating shaft 4, is fixedly connected with the rotating shaft 4 and can synchronously rotate with the rotating shaft 4; a reference line is vertically arranged on one side of the support plate 9 close to the dial 10, the reference line passes through the axis line of the dial 10, and the lower end of the reference line extends to the lower part of the dial 10. By adopting the structure, when the novel rotating scale is used, the dowel bar 5 drives the rotating shaft 4 to rotate, the dial 10 synchronously rotates along with the rotating shaft 4, the rotating angle of the dial 10 can be conveniently observed through the reference line on the support plate 9, and in the initial position, the dowel bar 5 is in the vertical direction, and the reference line is over against the 0 scale mark on the dial 10.
Preferably, the scale disc 10 is semicircular, and an angle scale layer is arranged at the edge of the scale disc. The angle that pivot 4 rotated is instructed through the angle scale layer, and corresponding, the template rotates the same angle promptly, further improvement template angle's regulation effect.
Through operation dowel steel 5, drive pivot 4 and then drive bearing board 6 at the certain angle of vertical plane internal rotation, thereby realize adjustment and control to the template angle, and can adjust and control its height through jack 3 as required, jack 3 and bearing board 6 play support and fixed action to the template again, improved the efficiency of construction, and can be fine play support, fixed, angular control, space location effect such as height control to the template.
4) Locking the inclination angle of the angle rotation reading ruler device and then moving the angle rotation reading ruler device to a specified position to fix and support the inclined strut template;
the dial 10 is also provided with an arc-shaped hole 11, and the arc-shaped hole 11 and the dial 10 are arranged coaxially; the support plate 9 is provided with a positioning screw 12, one end of the positioning screw 12 is fixedly connected with the support plate 9, and the other end of the positioning screw passes through the arc-shaped hole 11 and then is connected with a locking nut 13. Through set up positioning screw 12 on extension board 9, positioning screw 12 passes arc hole 11, and when calibrated scale 10 rotated, relative motion produced between positioning screw 12 and the arc hole 11, after rotating the settlement angle, made calibrated scale 10 locking through lock nut 13, realized fixing and supporting to the template. In order to prevent collision between the components, the length of the positioning screw 12 above the dial 10 is less than the distance between the dowel bar 5 and the dial 10.
The base 1 is provided with rollers 14. When the device is used specifically, the rolling wheels 14 can be pushed manually by universal wheels, and can also be in a wheel type structure or a crawler type structure with power drive, so that the transportation and transition functions can be better played.
And a handle 15 is arranged at the free end of the dowel bar 5, and the handle 15 is vertical to the dowel bar 5. Thus, the operation is more convenient.
5) And taking down the angle rotation reading ruler device and filling the rivet hole. After the angle rotation reading ruler device is taken down, in order to not influence the appearance after pouring, a rivet hole left on the template needs to be adjusted and supplemented by a wooden plug or a rubber plug, so that the appearance of the inclined strut is more attractive and smooth.
By the construction method, the bearing plate is adopted during construction, so that the template can be accurately positioned in space and adjusted in angle, the dial is provided with the locking structure, the supporting and fixing effects are good, and the construction efficiency is improved.
Finally, it should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting the technical solutions, and those skilled in the art should understand that modifications or equivalent substitutions can be made on the technical solutions of the present invention without departing from the spirit and scope of the technical solutions, and all that should be covered by the claims of the present invention.
Claims (8)
1. The method for installing the steel reinforced concrete diagonal bracing template is characterized by comprising the following steps of:
1) measuring the inclination angle of an inclined strut of the template to be installed through drawing measurement;
2) fixing the diagonal bracing template to be installed on the angle rotation reading ruler device through rivets;
3) rotating the reading ruler device by operating the angle to ensure that the angle of the diagonal bracing template to be installed is consistent with the angle of the diagonal bracing;
4) locking the inclination angle of the angle rotation reading ruler device and then moving the angle rotation reading ruler device to a specified position to fix and support the inclined strut template;
5) and taking down the angle rotation reading ruler device and filling the rivet hole.
2. The installation method of the steel reinforced concrete diagonal bracing formwork according to claim 1, wherein the angle rotation reading ruler device comprises a base, a sliding sleeve is vertically installed on the upper side of the base, a support is arranged in the sliding sleeve, and the support is in sliding fit with the sliding sleeve; a jack is arranged below the bracket, the upper end of the jack is connected with the lower end of the bracket, and the lower end of the jack is connected with the base;
a rotating shaft is horizontally arranged at the upper part of the bracket, a dowel bar is arranged at one end of the rotating shaft, the dowel bar is perpendicular to the rotating shaft, and the dowel bar can drive the rotating shaft to rotate; a bearing plate is fixedly arranged on the upper side of the rotating shaft, and the bearing plate is horizontally arranged and can synchronously rotate with the rotating shaft;
and a plurality of positioning holes are formed in the bearing plate.
3. The method for installing the steel reinforced concrete diagonal bracing formwork of claim 2, wherein the bracket comprises a guide column and support plates vertically arranged on two opposite sides of the upper end of the guide column; the guide post is in sliding fit with the sliding sleeve; the rotating shaft is arranged between the upper parts of the two support plates and is in running fit with the support plates.
4. The method for installing the steel reinforced concrete diagonal bracing formwork according to claim 3, wherein one end of the rotating shaft penetrates through the support plate and then is connected with the dowel bar, a dial is arranged between the dowel bar and the support plate, the dial is arc-shaped, is arranged coaxially with the rotating shaft, is fixedly connected with the rotating shaft and can rotate synchronously with the rotating shaft; a reference line is vertically arranged on one side, close to the dial, of the support plate, the reference line passes through the axis line of the dial, and the lower end of the reference line extends to the lower portion of the dial.
5. The method for installing the steel reinforced concrete diagonal bracing formwork of claim 4, wherein the scale disc is semicircular, and an angle scale layer is provided at a position close to the edge thereof.
6. The method for installing the steel reinforced concrete diagonal bracing formwork according to claim 5, wherein an arc-shaped hole is further formed in the dial plate, and the arc-shaped hole and the dial plate are arranged coaxially; the support plate is provided with a positioning screw rod, one end of the positioning screw rod is fixedly connected with the support plate, and the other end of the positioning screw rod penetrates through the arc-shaped hole and then is connected with a locking nut.
7. The method for installing the steel reinforced concrete diagonal bracing formwork of claim 2, wherein rollers are arranged on the base.
8. The method for installing the steel reinforced concrete diagonal bracing formwork of claim 2, wherein a handle is arranged at the free end of the dowel bar, and the handle is perpendicular to the dowel bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010819011.8A CN111794507A (en) | 2020-08-14 | 2020-08-14 | Installation method of steel reinforced concrete diagonal bracing template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010819011.8A CN111794507A (en) | 2020-08-14 | 2020-08-14 | Installation method of steel reinforced concrete diagonal bracing template |
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| Publication Number | Publication Date |
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| CN111794507A true CN111794507A (en) | 2020-10-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202010819011.8A Pending CN111794507A (en) | 2020-08-14 | 2020-08-14 | Installation method of steel reinforced concrete diagonal bracing template |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113202305A (en) * | 2021-05-29 | 2021-08-03 | 江浙敏 | Expandable formwork support for building construction |
| CN115627960A (en) * | 2022-10-18 | 2023-01-20 | 浙江顶善美集成家居股份有限公司 | Adjustable supporting device for fast mounting of retaining wall and using method thereof |
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| JPH11117527A (en) * | 1997-08-13 | 1999-04-27 | Daizen:Kk | Angle adjusting device for form, and form |
| CN103245672A (en) * | 2013-05-16 | 2013-08-14 | 西北工业大学 | Fixture for detecting tool wear |
| CN107035945A (en) * | 2017-04-12 | 2017-08-11 | 黄河科技学院 | It is a kind of that there are the support meanss for adjusting function |
| CN206903691U (en) * | 2017-06-12 | 2018-01-19 | 襄阳新普电气化工程有限公司 | Tunnel davit bottom plate angular adjustment apparatus |
| CN207813060U (en) * | 2018-01-09 | 2018-09-04 | 青岛博海建设集团有限公司 | A kind of architectural stair bottom drip inclined plate detent mechanism |
| CN210482077U (en) * | 2019-08-16 | 2020-05-08 | 卢剑飞 | Bearing device for bridge construction |
-
2020
- 2020-08-14 CN CN202010819011.8A patent/CN111794507A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11117527A (en) * | 1997-08-13 | 1999-04-27 | Daizen:Kk | Angle adjusting device for form, and form |
| CN103245672A (en) * | 2013-05-16 | 2013-08-14 | 西北工业大学 | Fixture for detecting tool wear |
| CN107035945A (en) * | 2017-04-12 | 2017-08-11 | 黄河科技学院 | It is a kind of that there are the support meanss for adjusting function |
| CN206903691U (en) * | 2017-06-12 | 2018-01-19 | 襄阳新普电气化工程有限公司 | Tunnel davit bottom plate angular adjustment apparatus |
| CN207813060U (en) * | 2018-01-09 | 2018-09-04 | 青岛博海建设集团有限公司 | A kind of architectural stair bottom drip inclined plate detent mechanism |
| CN210482077U (en) * | 2019-08-16 | 2020-05-08 | 卢剑飞 | Bearing device for bridge construction |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113202305A (en) * | 2021-05-29 | 2021-08-03 | 江浙敏 | Expandable formwork support for building construction |
| CN115627960A (en) * | 2022-10-18 | 2023-01-20 | 浙江顶善美集成家居股份有限公司 | Adjustable supporting device for fast mounting of retaining wall and using method thereof |
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Application publication date: 20201020 |