CN216196601U - Variable-diameter hexagonal column shaping and reinforcing support - Google Patents
Variable-diameter hexagonal column shaping and reinforcing support Download PDFInfo
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- CN216196601U CN216196601U CN202122554247.6U CN202122554247U CN216196601U CN 216196601 U CN216196601 U CN 216196601U CN 202122554247 U CN202122554247 U CN 202122554247U CN 216196601 U CN216196601 U CN 216196601U
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Abstract
The utility model relates to the technical field of building construction, in particular to a variable-diameter hexagonal column shaping and reinforcing support; the device comprises six support units, six reducing adjusting rods and a plurality of template reinforcing back ridges, wherein the six reducing adjusting rods are used for connecting the six support units; the support unit comprises an angle control angle plate, the inner angle of the angle control angle plate is 120 degrees, and the top and the bottom of the angle control angle plate are both connected with horizontally arranged assembling plates; an external corner template is arranged at the internal corner of the angle control corner plate, an external corner reinforcing vertical plate is fixedly connected between the external corner template and the angle control corner plate, and longitudinal connecting vertical plates which are parallel to the external corner reinforcing vertical plate are respectively fixedly connected to two sides of the angle control corner plate; the reinforcing bracket is light, flexible and convenient in the installation process, simple to operate and high in construction speed. After the template is dismantled, all accessories can recycle. The formed concrete post-cast strip is tightly combined with the original structure, is flat and has no slab staggering, attractive appearance and good survival quality.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a variable-diameter hexagonal column shaping and reinforcing support.
Background
Along with the progress of society and the demand of people for good life, the requirement of people on the comfort level of working and living environments is higher and higher. With the continuous improvement of the technology level of the building industry, modern buildings are pulled out like bamboo shoots in spring after rain. It is known that the more aesthetic the design of a building, the more profiled elements, of which hexagonal columns are one, appear. The difficulty of supporting the formwork for the six-side column is that the angle of each 120-degree external corner is controlled not to deform, the conventional sizing formwork on the market can only complete supporting of one column diameter, if the column diameter changes, a new formwork with a corresponding size needs to be customized, the old sizing formwork cannot be reused, on one hand, a great burden is caused to the turnover capital of a project, on the other hand, the requirements of green construction, energy conservation and emission reduction and the like which meet the national requirements are not met.
The traditional method and defects of the supporting of the hexagonal column template are as follows:
1. the traditional method comprises the following steps:
(1) assembling the template on site: the method is characterized in that a multi-layer plate is adopted, processing is carried out according to the size of a column edge, field assembly is carried out according to a released column control line, and then reinforcing is carried out by using a steel pipe, a fastener, a split bolt and the like.
(2) External processing and shaping of the template: and processing and manufacturing a multilayer board or a steel plate according to the actual column diameter size, and transporting the multilayer board or the steel plate to a site for assembling and reinforcing.
2. The defects of the traditional method are as follows:
the construction period of the on-site assembled templates is long, the joints between the templates at the external corners are not tight, the templates are easy to deform in the later concrete pouring construction process, the external corners leak slurry to form honeycombs, columns deform and distort, the external corners are not straight, the appearance quality of finished products is unqualified, and the quality requirements cannot be met. The outer processing sizing template has low turnover rate, long manufacturing period and high manufacturing cost under the condition that the column diameter is changed. Can not meet the requirements of green construction and economy.
Disclosure of Invention
The utility model provides a variable-diameter hexagonal column shaping and reinforcing support, which is convenient to assemble and disassemble, strong in practicability, remarkable in forming quality and appearance effect, solves the problems of difficulty in formwork support, poor forming and high manufacturing cost of a hexagonal column, and is more economical, environment-friendly and green while meeting the building appearance quality, in order to solve the technical problems that after the concrete construction of a traditional hexagonal column field splicing formwork, the quality defects of formwork expansion, slurry leakage, root rot, column deformation and distortion and the like cannot be reused and the like.
In order to solve the technical problems, the technical scheme adopted by the utility model is as follows: the device comprises six support units, six reducing adjusting rods and a plurality of template reinforcing back ridges, wherein the six reducing adjusting rods are used for connecting the six support units; the support unit comprises an angle control angle plate, the inner angle of the angle control angle plate is 120 degrees, the top and the bottom of the angle control angle plate are both connected with horizontally arranged assembling plates, and the assembling plates are provided with upper and lower assembling butt joint holes; an external corner template with an internal corner of 120 degrees is arranged at the internal corner of the angle control angle plate, an external corner reinforcing vertical plate is fixedly connected between the external corner template and the angle control angle plate, two sides of the angle control angle plate are also fixedly connected with longitudinal connecting vertical plates which are parallel to the external corner reinforcing vertical plate respectively, a plurality of clamping grooves are formed in the long side of each longitudinal connecting vertical plate which is not connected with the angle control angle plate, and two fastening sleeves are fixedly connected to the inner side surfaces of two sides of the angle control angle plate respectively; the two ends of the reducing adjusting rod are movably sleeved in the fastening sleeves on the two adjacent angle control angle plates, and the two ends of the template reinforcing back arris are respectively inserted in the clamping grooves at the same horizontal height position of the two adjacent vertical connecting plates at the edges of the two adjacent angle control angle plates.
During specific construction and use, six support units are respectively placed corresponding to a column angle, two ends of six reducing adjusting rods are inserted into fastening sleeves of the two support units, the distance of the support units is adjusted to a proper distance according to the actual length of six-side column sides, the positions of the reducing adjusting rods in the fastening sleeves are adjusted, the reducing adjusting rods are kept between the two supports and fixed as far as possible, and the template reinforcing back ribs are taken and placed between clamping grooves in the inner sides of the support units. Then installing the inner templates (wood templates) of the brackets, placing the wood templates processed according to the specified size between the outer side edges of the external corner templates of two adjacent bracket units, and sticking the gaps between the templates and the external corner templates by using adhesive tapes. The assembled support is reinforced by vertically aligning the upper and lower assembling butt joint holes. And the perpendicularity and the like of the whole set of support template meet the standard requirements through debugging. And pouring concrete, and finishing construction.
Compared with the prior art, the utility model has the following beneficial effects:
compared with the prior art, the external wall external mold concrete precast slab is prefabricated and stored at any time by adopting the residual sporadic concrete in the main body construction in the construction process in the masonry plastering project, so that the material is saved, the cost is reduced, the construction waste is reduced, and the environment is protected. The inner side of the outer wall is provided with the shaping template, so that the material and the labor for manufacturing can be saved compared with the loose wood template. The installation process is light, flexible, simple to operate and fast in construction speed. After the template is dismantled, all accessories can recycle. The formed concrete post-cast strip is tightly combined with the original structure, is flat and has no slab staggering, attractive appearance and good survival quality. The purposes of good construction quality and labor and material saving are achieved. Meanwhile, the method is beneficial to the tool, standardization and systematization of the template engineering in the aspect of the development of the template system.
Drawings
FIG. 1 is a drawing of a reinforcing bracket member of the present invention.
Fig. 2 is a schematic view of the reinforcing bracket of the present invention after being connected as a whole.
The figures are labeled as follows:
the method comprises the following steps of 1-angle control angle plate, 2-template reinforcing back edge, 3-up and down assembling butt joint hole, 4-longitudinal connecting vertical plate, 5-external corner template, 6-reducing adjusting rod, 7-external corner reinforcing vertical plate, 8-fastening sleeve and 9-fastening screw.
Detailed Description
The present invention is further illustrated by the following specific examples.
Examples
As shown in fig. 1, a variable-diameter hexagonal column shaping and reinforcing support comprises six support units, six variable-diameter adjusting rods 6 for connecting the six support units, and a plurality of template reinforcing back ridges 2; the bracket unit comprises an angle control angle plate 1, the inner angle of the angle control angle plate 1 is 120 degrees, the top and the bottom of the angle control angle plate 1 are both connected with horizontally arranged assembling plates, and the assembling plates are provided with upper and lower assembling butt joint holes 3; an external corner template 5 with an internal corner of 120 degrees is arranged at the internal corner of the angle control corner plate 1, an external corner reinforcing vertical plate 7 is fixedly connected between the external corner template 5 and the angle control corner plate 1, two sides of the angle control corner plate 1 are respectively and fixedly connected with a longitudinal connecting vertical plate 4 which is parallel to the external corner reinforcing vertical plate 7, a plurality of clamping grooves are formed in the long side of the longitudinal connecting vertical plate 4 which is not connected with the angle control corner plate 1, and two fastening sleeves 8 are respectively and fixedly connected with the inner side surfaces of two sides of the angle control corner plate 1; two ends of the reducing adjusting rod 6 are movably sleeved in the fastening sleeves 8 on the two adjacent angle control angle plates 1, and two ends of the template reinforcing back arris 2 are respectively inserted in the clamping grooves at the same horizontal height position of the two adjacent vertical connecting vertical plates 4 at the edges of the two adjacent angle control angle plates 1.
Further, the thickness of the angle control angle plate 1 is 8mm, the side length is 150mm, and the width of the assembled plate connected with the top and the bottom of the angle control angle plate 1 is 40 mm.
Further, the thickness of the vertical connecting plate 4 is 8mm, the length is 1500mm, and the width is 40 mm.
Further, the thickness of the external corner template 5 is 3mm, and the side length of the external corner template 5 is 30 mm.
Preferably, two clamping grooves are formed in the long side of the vertical connecting plate 4, which is not connected with the angle control angle plate 1, the two clamping grooves are respectively located on the upper side and the lower side of the fastening sleeve 8, and twelve back ridges 2 are reinforced by the template.
Furthermore, the diameter-changing adjusting rod 6 is a square tube with the length of 50mm and the length of 30mm, and two ends of the diameter-changing adjusting rod 6 are inserted into the fastening sleeve 8 and fixed through fastening screws 9 screwed into the fastening sleeve 8.
Manufacturing of each component:
angle control gusset 1: an 8mm thick steel plate is used as a raw material, and is processed into an angle control plate with an inner angle of 120 degrees, a side length of 150mm and a width of 40mm by using a laser cutting process.
Vertical connecting plate 4: the supporting plate with the length of 1500mm and the width of 40mm is cut out by using a steel plate with the thickness of 8mm as a raw material through a laser cutting process, and a corresponding clamping groove is cut out.
External corner template 5: a steel plate 3mm thick and 60mm wide was mechanically bent in the longitudinal direction to 120 degrees.
The reducing adjusting rod 6: a square tube with the specification of 30mm x 30mm is taken to be 50mm long.
When in construction use, the operation steps are as follows:
(1) six support units are respectively placed corresponding to a column angle, and two ends of six reducing adjusting rods 6 are inserted into the fastening sleeves 8 of the two support units.
(2) Adjusting the distance of the support unit to a proper distance according to the actual length of the hexagonal column side, adjusting the position of the reducing adjusting rod 6 in the fastening sleeve 8, keeping the reducing adjusting rod 6 centered as much as possible, and screwing the fastening screw 9.
(3) And taking a template to reinforce the back edge 2 and placing the template between the clamping grooves on the inner side of the bracket unit.
(4) Then installing the inner templates (wood templates) of the bracket, placing the wood templates processed according to the specified size between the outer side edges of the external corner templates 5 of the two adjacent bracket units, and sticking the gaps between the templates and the external corner templates 5 by using adhesive tapes.
(5) The assembled bracket is reinforced by vertically aligning the upper and lower assembling butt joint holes 3.
(6) And the perpendicularity and the like of the whole set of support template meet the standard requirements through debugging.
(7) And pouring concrete, and finishing construction.
The quality defects of mold expansion, slurry leakage, root rot, column deformation and distortion and the like after the concrete construction of the traditional hexagonal column on-site assembled template are perfectly overcome, and compared with an external processing and shaping template, the template saves the construction cost and meets the requirement of green construction. The problems of tool, standardization and systematization of the hexagonal column erection template are effectively solved, and the method is more economic and environment-friendly.
Claims (6)
1. The utility model provides a six limit post of variable diameter are stereotyped and are consolidated support which characterized in that: the device comprises six support units, six reducing adjusting rods (6) for connecting the six support units and a plurality of template reinforcing back ridges (2); the bracket unit comprises an angle control angle plate (1), the inner angle of the angle control angle plate (1) is 120 degrees, the top and the bottom of the angle control angle plate (1) are both connected with horizontally arranged assembling plates, and the assembling plates are provided with upper and lower assembling butt joint holes (3); an external corner template (5) with an internal corner of 120 degrees is arranged at the internal corner of the angle control corner plate (1), an external corner reinforcing vertical plate (7) is fixedly connected between the external corner template (5) and the angle control corner plate (1), two sides of the angle control corner plate (1) are also fixedly connected with longitudinal connecting vertical plates (4) which are parallel to the external corner reinforcing vertical plate (7) respectively, a plurality of clamping grooves are formed in long side sides of the longitudinal connecting vertical plates (4) which are not connected with the angle control corner plate (1), and two inner side surfaces of two sides of the angle control corner plate (1) are fixedly connected with a fastening sleeve (8) respectively; the two ends of the reducing adjusting rod (6) are movably sleeved in the fastening sleeves (8) on the two adjacent angle control angle plates (1), and the two ends of the template reinforcing back arris (2) are respectively inserted into the clamping grooves at the same horizontal height position of the two adjacent vertical connecting vertical plates (4) at the edges of the two adjacent angle control angle plates (1).
2. The variable-diameter hexagonal column shaping and reinforcing support as claimed in claim 1, wherein: the thickness of angle control scute (1) is 8mm, and the length of side is 150mm, and the width of the assembly board that the top and the bottom of angle control scute (1) are connected is 40 mm.
3. The variable-diameter hexagonal column shaping and reinforcing support as claimed in claim 1, wherein: the thickness of the vertical connecting plate (4) is 8mm, the length is 1500mm, and the width is 40 mm.
4. The variable-diameter hexagonal column shaping and reinforcing support as claimed in claim 1, wherein: the thickness of the external corner template (5) is 3mm, and the side length of the external corner template (5) is 30 mm.
5. The variable-diameter hexagonal-pillar-shaped reinforcing bracket according to any one of claims 1 to 4, characterized in that: two clamping grooves are formed in the long side of the longitudinal connecting vertical plate (4) which is not connected with the angle control angle plate (1), the two clamping grooves are respectively located on the upper side and the lower side of the fastening sleeve (8), and twelve back ridges (2) are reinforced by the template.
6. The variable-diameter hexagonal column shaping and reinforcing support as claimed in claim 5, wherein: the diameter-changing adjusting rod (6) is a square tube with the length of 30mm and 30mm, the two ends of the diameter-changing adjusting rod (6) are inserted into the fastening sleeve (8) and fixed through the fastening screw (9) screwed into the fastening sleeve (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122554247.6U CN216196601U (en) | 2021-10-22 | 2021-10-22 | Variable-diameter hexagonal column shaping and reinforcing support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122554247.6U CN216196601U (en) | 2021-10-22 | 2021-10-22 | Variable-diameter hexagonal column shaping and reinforcing support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216196601U true CN216196601U (en) | 2022-04-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122554247.6U Active CN216196601U (en) | 2021-10-22 | 2021-10-22 | Variable-diameter hexagonal column shaping and reinforcing support |
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| Country | Link |
|---|---|
| CN (1) | CN216196601U (en) |
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2021
- 2021-10-22 CN CN202122554247.6U patent/CN216196601U/en active Active
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