CN221372897U - Terrace post root parting steel form - Google Patents
Terrace post root parting steel form Download PDFInfo
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- CN221372897U CN221372897U CN202323557334.2U CN202323557334U CN221372897U CN 221372897 U CN221372897 U CN 221372897U CN 202323557334 U CN202323557334 U CN 202323557334U CN 221372897 U CN221372897 U CN 221372897U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 61
- 239000010959 steel Substances 0.000 title claims abstract description 61
- 238000004873 anchoring Methods 0.000 claims abstract description 16
- 230000000712 assembly Effects 0.000 claims abstract description 12
- 238000000429 assembly Methods 0.000 claims abstract description 12
- 238000009415 formwork Methods 0.000 claims description 11
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 14
- 238000005336 cracking Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 3
- 239000002344 surface layer Substances 0.000 description 3
- 239000006260 foam Substances 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 229910001208 Crucible steel Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
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Abstract
The utility model discloses a terrace post root parting steel template, which comprises a plurality of arc-shaped template assemblies, wherein the inner sides of two ends of each arc-shaped template assembly are respectively provided with a height adjusting assembly, each height adjusting assembly is connected with a supporting and adjusting assembly, two adjacent arc-shaped template assemblies are connected through a template connecting assembly, each height adjusting assembly comprises an adjusting bolt and a first nut, and each supporting and adjusting assembly comprises a vertical anchoring piece and a telescopic rod connected between the corresponding vertical anchoring piece and the corresponding first nut. The utility model has reasonable structural design, the plurality of arc-shaped template components are connected together through the template connecting component to form a closed annular template, and when the terrace is constructed, the post pouring of the structural column root position in a certain range can be realized through the annular template, so that the seam at the column root position in terrace construction is attractive and straight, the ground is free from empty drum cracking, and meanwhile, the structural columns with different sizes can be suitable through changing the size of the template connecting component, and the application range is wide.
Description
Technical Field
The utility model belongs to the technical field of terrace construction, and particularly relates to a terrace column root parting steel template.
Background
At present, when terrace construction is carried out, for the parting treatment of the structural column root, a method is to adopt a foam plate with the thickness of 20mm and the width of 50mm to extend the periphery of the structural column root to be used as a parting mold, and the method is easy for the foam plate to displace and fall off to cause the penetration degree of parting and the quality control of surface layer cracks, hollows and the like to be not up to standard during the concrete pouring construction. The other method is that a wood template with the thickness of 20mm and the width of 50mm is adopted as a column root, and the periphery of the column root is provided with a parting mold, and when the surface layer reaches the age, the mold is removed, so that the surface layer is easy to empty and collapse and crack; meanwhile, the quality problems that the wood templates cannot be taken out and the like exist.
When the construction of large-area terraces such as parking buildings is carried out, the corresponding structural columns have different size standards, and when the column root parting joint treatment is carried out, the traditional formwork construction technology consumes manpower and material resources, and the structural quality after the formation cannot be effectively ensured. Therefore, it is necessary to provide a post-cast steel form for terrace post-column roots, which can be suitable for various structural column sizes.
Disclosure of utility model
The technical problem to be solved by the utility model is to provide the terrace post root parting steel template aiming at the defects in the prior art, the structural design is reasonable, a plurality of arc-shaped template components are connected together through the template connecting component to form a closed annular template, and when the terrace is constructed, the post casting of the position of the structural post root in a certain range can be realized through the annular template, so that the parting of the terrace construction at the post root is attractive and straight, the ground is free from empty cracking, and meanwhile, the structural posts with different sizes can be suitable for by changing the size of the template connecting component, and the application range is wide.
In order to solve the technical problems, the utility model adopts the following technical scheme: the utility model provides a terrace post root parting steel form which characterized in that: the structure column comprises a plurality of arc-shaped template assemblies uniformly distributed on the periphery of the column root of the structure column along the circumferential direction of the structure column, wherein the inner sides of two ends of each arc-shaped template assembly are respectively provided with a height adjusting assembly, each height adjusting assembly is connected with a support adjusting assembly, two adjacent arc-shaped template assemblies are connected through a template connecting assembly, and a plurality of arc-shaped template assemblies are spliced through the template connecting assemblies to form a closed annular template;
The arc-shaped template assembly comprises an arc-shaped steel template panel and two arc-shaped rib plates symmetrically arranged on the upper side and the lower side of the concave cambered surface of the arc-shaped steel template panel;
The height adjusting assembly comprises an adjusting bolt penetrating through two arc rib plates from top to bottom and a first nut sleeved on the adjusting bolt through threads, and the first nut is positioned between the two arc rib plates which are arranged up and down;
the support adjustment assembly includes a vertical anchor and a telescoping rod connected between the vertical anchor and a first nut.
Foretell a terrace post root parting steel form, its characterized in that: a plurality of vertical support plates are arranged between the two arc rib plates which are arranged vertically symmetrically, and the arc steel formwork panel and the arc rib plates are mutually perpendicular to each other.
Foretell a terrace post root parting steel form, its characterized in that: bolt through holes for the adjusting bolts to pass through are formed in the two ends of the arc rib plates, and the bolt through holes are communicated with corresponding inner threaded holes in the first nuts.
Foretell a terrace post root parting steel form, its characterized in that: the telescopic rod comprises an internal thread sleeve and two threaded rods which are respectively threaded and pass through two sections of the internal thread sleeve.
Foretell a terrace post root parting steel form, its characterized in that: one end of one threaded rod is fixed on the first nut, and one end of the other threaded rod is fixed with a U-shaped positioning block for the vertical anchoring piece to penetrate through.
Foretell a terrace post root parting steel form, its characterized in that: one side of the U-shaped positioning block is provided with a fastening bolt for fastening the vertical anchoring piece.
Foretell a terrace post root parting steel form, its characterized in that: the template connecting assembly comprises a splicing section template connected between two adjacent arc-shaped steel template panels and an arc-shaped connecting rib arranged on the concave cambered surface of the splicing section template, one end of the arc-shaped connecting rib extends between two arc-shaped rib plates in one arc-shaped template assembly adjacent to the arc-shaped connecting rib, and the other end of the arc-shaped connecting rib extends between two arc-shaped rib plates in the other arc-shaped template assembly adjacent to the arc-shaped connecting rib.
Foretell a terrace post root parting steel form, its characterized in that: two ends of two arc connecting ribs in the arc template assembly are respectively provided with a hanging lug, and a threaded ejector rod for tightly propping the arc rib plate and the arc steel template panel is connected to the hanging lug through threads.
Foretell a terrace post root parting steel form, its characterized in that: the second nut matched with the threaded ejector rod is fixed on the hanging lug, a through hole for the threaded ejector rod to penetrate is formed in the hanging lug, and the through hole is communicated with a threaded hole of the second nut.
Compared with the prior art, the utility model has the following advantages:
1. According to the utility model, the plurality of arc-shaped template components are connected together through the template connecting component to form the closed annular template, the annular template can be arranged on the periphery of the column root of the structural column, so that a space is formed between the annular template and the column root of the structural column, when the terrace is poured, the part of the outer ring of the annular template can be poured first, and further, the terrace can be poured after the position of the terrace at the root of the structural column is positioned in a certain range, so that the parting of the terrace construction at the column root is attractive and straight, and the ground has no hollowing and cracking.
2. According to the utility model, through arranging the plurality of arc-shaped template assemblies, the sizes of the template connecting assemblies can be changed, so that the post-pouring construction of terrace column roots with different structural column sizes can be realized, and the turnover of the steel template can be effectively improved.
3. According to the utility model, the first nuts and the adjusting bolts are arranged on the arc rib plates of the arc template assembly to serve as the height adjusting assembly, so that the levelness of the arc template assembly can be adjusted, and the construction quality of the terrace is improved.
In summary, the utility model has reasonable structural design, the plurality of arc-shaped template components are connected together through the template connecting component to form the closed annular template, and when the terrace is constructed, post pouring of the structural column root position in a certain range can be realized through the annular template, so that the terrace construction is attractive and straight at the column root position, the ground has no empty drum cracking, and meanwhile, the structural columns with different sizes can be suitable through changing the size of the template connecting component, and the application range is wide.
The technical scheme of the utility model is further described in detail through the drawings and the embodiments.
Drawings
Fig. 1 is a schematic structural view of the present utility model.
Fig. 2 is a schematic structural view of a formwork connecting assembly of the present utility model.
Reference numerals illustrate:
1-an arc steel template panel; 2-arc rib plates; 3-a vertical supporting plate;
4-adjusting bolts; 5-a first nut; 6, a telescopic rod;
6-1-an internally threaded sleeve; 6-2-a threaded rod; 7-U-shaped positioning blocks;
8-a vertical anchoring piece; 9-fastening bolts; 10-splicing a section template;
11-arc connecting ribs; 12-hanging lugs; 13-a threaded ejector rod;
14-a second nut.
Detailed Description
As shown in fig. 1 and 2, the utility model comprises a plurality of arc-shaped template components which are uniformly distributed at the periphery of the column root of the structural column along the circumferential direction of the structural column, wherein the inner sides of two ends of each arc-shaped template component are respectively provided with a height adjusting component, each height adjusting component is connected with a supporting and adjusting component, two adjacent arc-shaped template components are connected through a template connecting component, and a plurality of arc-shaped template components are spliced through the template connecting components to form a closed annular template;
The arc-shaped template assembly comprises an arc-shaped steel template panel 1 and two arc-shaped rib plates 2 symmetrically arranged on the upper side and the lower side of the concave cambered surface of the arc-shaped steel template panel 1;
The height adjusting assembly comprises an adjusting bolt 4 penetrating through two arc rib plates 2 from top to bottom and a first nut 5 sleeved on the adjusting bolt 4 in a threaded manner, and the first nut 5 is positioned between the two arc rib plates 2 which are arranged up and down;
The support adjustment assembly comprises a vertical anchor 8 and a telescopic rod 6 connected between the vertical anchor 8 and the first nut 5.
During practical use, a plurality of arc template components are connected together through the template connecting component to form a closed annular template, can be through setting up the periphery at the post root of structural column with this annular template for form a space between this annular template and the post root of structural column, when pouring on the terrace, can pour the part of annular template outer lane earlier, and then be convenient for realize pouring after the terrace is in the post root position certain limit of structural column, make the terrace construction divide seam pleasing to the eye straight at post root position, and ground does not have the hollowing fracture.
It is to be noted that, setting up of a plurality of arc template subassembly can be through changing template coupling assembling's size to pour the construction after the terrace post root of different structure post sizes is realized, can effectively improve the turnover of this steel form.
During concrete implementation, through set up first nut 5 and adjusting bolt 4 as heightening subassembly on the arc floor 2 of arc template subassembly, can adjust the levelness of arc template subassembly, and then improve terrace construction quality.
During concrete implementation, through setting up vertical anchor piece 8 to connect telescopic link 6 between vertical anchor piece 8 and first nut 5, can effectively fix this steel form through anchoring vertical anchor piece 8 on ground, simultaneously through the length of adjusting telescopic link 6, ensure the connection accuracy of a plurality of arc template subassembly seam crossing.
In specific implementation, the concave cambered surface of the arc steel template panel 1 is the inner side of the arc steel template panel 1.
In the concrete implementation, a template connecting component can be arranged between every two adjacent arc-shaped template components, a plurality of arc-shaped template components can be connected end to end in sequence, and then a template connecting component is connected between the first arc-shaped template component and the last arc-shaped template component.
In this embodiment, two of upper and lower symmetry sets up be provided with a plurality of vertical support plates 3 between the arc floor 2, between arc steel form panel 1 and the arc floor 2 between arc steel form panel 1 and the vertical support plate 3 and all mutually perpendicular between arc floor 2 and the vertical support plate 3.
When in actual use, the two ends of the arc rib plates 2 are provided with inclined planes, after the two arc template components are connected in sequence, an opening similar to a V shape is formed between the two adjacent arc rib plates 2 in the circumferential direction, and one large end of the opening is far away from the arc steel template panel 1.
It should be noted that, the two ends of the convex arc side of the arc rib plate 2 are respectively flush with the two ends of the arc steel template panel 1.
In this embodiment, bolt through holes through which the adjusting bolts 4 pass are formed at both ends of the arc rib plates 2, and the bolt through holes are communicated with the corresponding internal thread holes on the first nuts 5.
When in actual use, the adjusting bolt 4 is mutually perpendicular to the arc rib plates 2, the first nut 5 and the two arc rib plates 2 are welded and fixed, the adjusting bolt 4 sequentially penetrates through the arc rib plates 2 on the upper part, the first nut 5 and the arc rib plates 2 on the lower part from top to bottom, and extends out to the length of the bottom of the arc rib plates 2 on the lower part through the adjusting bolt 4, and the lower end of the adjusting bolt 4 is tightly propped against the ground, so that the height of the arc template assembly is adjusted.
In this embodiment, the telescopic rod 6 includes an internal threaded sleeve 6-1 and two threaded rods 6-2 threaded through two sections of the internal threaded sleeve 6-1.
In actual use, the two threaded rods 6-2 can be separated from or close to each other by rotating the internally threaded sleeve 6-1, so that the telescopic rod 6 can be extended or shortened.
In this embodiment, one end of one threaded rod 6-2 is fixed on the first nut 5, and one end of the other threaded rod 6-2 is fixed with a U-shaped positioning block 7 for the vertical anchoring member 8 to penetrate.
In actual use, the threaded rod 6-2 is perpendicular to the arc steel template panel 1 connected with the threaded rod.
It should be noted that the U-shaped positioning block 7 is horizontally placed, so that the vertical anchoring member 8 vertically passes through the U-shaped groove of the U-shaped positioning block 7.
In this embodiment, a fastening bolt 9 for fastening the vertical anchor 8 is disposed on one side of the U-shaped positioning block 7.
During actual use, an internal thread through hole matched with the fastening bolt 9 is formed in one side wall of the U-shaped positioning block 7, the fastening bolt 9 is installed in the internal thread through hole in a threaded mode, and the fastening bolt 9 is screwed, so that the end portion of the fastening bolt 9 tightly pushes up the vertical anchoring piece 8.
In specific implementation, the fastening bolt 9 is perpendicular to the vertical anchoring piece 8, and the vertical anchoring piece 8 is an anchoring bolt.
In this embodiment, the formwork connecting assembly includes a splicing section formwork 10 connected between two adjacent arc-shaped steel formwork panels 1 and an arc-shaped connecting rib 11 disposed on a concave arc surface of the splicing section formwork 10, one end of the arc-shaped connecting rib 11 extends between two arc-shaped rib plates 2 in one arc-shaped formwork assembly adjacent to the arc-shaped connecting rib 11, and the other end of the arc-shaped connecting rib 11 extends between two arc-shaped rib plates 2 in the other arc-shaped formwork assembly adjacent to the arc-shaped connecting rib 11.
When in actual use, the upper part of the splicing section template 10 is flush with the upper part of the arc steel template panel 1, the lower part of the splicing section template 10 is flush with the lower part of the arc steel template panel 1, and the two ends of the splicing section template 10 are respectively clung to the end parts of the two adjacent arc steel template panels 1.
It should be noted that, the splicing section template 10 is an arc steel template, the splicing section template 10 is welded with the arc connecting rib 11, and two ends of the arc connecting rib 11 are respectively clung to the concave cambered surfaces of the two arc steel template panels 1.
In this embodiment, two ends of two arc connecting ribs 11 in the arc template assembly are respectively provided with a hanging lug 12, and a threaded ejector rod 13 for tightly pushing the arc rib plate 2 and the arc steel template panel 1 is connected to the hanging lug 12 in a threaded manner.
In actual use, the threaded ejector rod 13 is mutually perpendicular to the arc steel template panel 1 connected with the threaded ejector rod, and the hanging lugs 12 are welded between the concave arc sides of the two arc connecting ribs 11 which are opposite up and down.
In this embodiment, a second nut 14 that is matched with the threaded ejector rod 13 is fixed on the hanging ear 12, and a through hole through which the threaded ejector rod 13 passes is provided on the hanging ear 12, and the through hole is communicated with a threaded hole of the second nut 14.
When the utility model is actually used, the steel template is firstly supported on the ground of the root position of the structural column, and the steel template and the structural column are coaxially arranged, so that the distance from the outer side of the steel template to the outer side of the column root is 350mm, then the terrace on the outer side of the steel template is poured, and after the terrace on the outer side of the steel template is poured, the steel template is removed, and then the terrace on the root position of the structural column is poured.
The foregoing description is only a preferred embodiment of the present utility model, and is not intended to limit the present utility model, and any simple modification, variation and equivalent structural changes made to the above embodiment according to the technical substance of the present utility model still fall within the scope of the technical solution of the present utility model.
Claims (9)
1. The utility model provides a terrace post root parting steel form which characterized in that: the structure column comprises a plurality of arc-shaped template assemblies uniformly distributed on the periphery of the column root of the structure column along the circumferential direction of the structure column, wherein the inner sides of two ends of each arc-shaped template assembly are respectively provided with a height adjusting assembly, each height adjusting assembly is connected with a support adjusting assembly, two adjacent arc-shaped template assemblies are connected through a template connecting assembly, and a plurality of arc-shaped template assemblies are spliced through the template connecting assemblies to form a closed annular template;
The arc-shaped template assembly comprises an arc-shaped steel template panel (1) and two arc-shaped rib plates (2) symmetrically arranged on the upper side and the lower side of the concave cambered surface of the arc-shaped steel template panel (1);
The height adjusting assembly comprises an adjusting bolt (4) penetrating through two arc rib plates (2) from top to bottom and a first nut (5) sleeved on the adjusting bolt (4) in a threaded manner, and the first nut (5) is positioned between the two arc rib plates (2) which are distributed up and down;
the support adjusting assembly comprises a vertical anchoring piece (8) and a telescopic rod (6) connected between the vertical anchoring piece (8) and the first nut (5).
2. A floor column root slit steel form according to claim 1, wherein: a plurality of vertical support plates (3) are arranged between the arc rib plates (2) which are vertically symmetrically arranged, and the arc steel formwork panel (1) and the arc rib plates (2) are mutually perpendicular to each other between the arc steel formwork panel (1) and the vertical support plates (3) and between the arc rib plates (2) and the vertical support plates (3).
3. A floor column root slit steel form according to claim 1, wherein: bolt through holes for the adjusting bolts (4) to pass through are formed in the two ends of the arc rib plates (2), and the bolt through holes are communicated with corresponding inner threaded holes in the first nuts (5).
4. A floor column root slit steel form according to claim 1, wherein: the telescopic rod (6) comprises an internal thread sleeve (6-1) and two threaded rods (6-2) which are respectively threaded on two sections of the internal thread sleeve (6-1).
5. A floor column root slit steel form according to claim 4, wherein: one end of one threaded rod (6-2) is fixed on the first nut (5), and one end of the other threaded rod (6-2) is fixed with a U-shaped positioning block (7) for the vertical anchoring piece (8) to penetrate through.
6. A floor column root slit steel form according to claim 5, wherein: one side of the U-shaped positioning block (7) is provided with a fastening bolt (9) for fastening the vertical anchoring piece (8).
7. A floor column root slit steel form according to claim 1, wherein: the template connecting assembly comprises a splicing section template (10) connected between two adjacent arc steel template panels (1) and an arc connecting rib (11) arranged on the concave cambered surface of the splicing section template (10), one end of the arc connecting rib (11) extends between two arc rib plates (2) in one arc template assembly adjacent to the arc connecting rib, and the other end of the arc connecting rib (11) extends between two arc rib plates (2) in the other arc template assembly adjacent to the arc connecting rib plates.
8. A floor column root slit steel form according to claim 7, wherein: two ends of two arc connecting ribs (11) in the arc template assembly are respectively provided with a hanging lug (12), and a threaded ejector rod (13) for tightly ejecting the arc rib plate (2) and the arc steel template panel (1) is connected to the hanging lug (12) through threads.
9. A floor column root slit steel form according to claim 8, wherein: the hanger (12) is fixedly provided with a second nut (14) matched with the threaded ejector rod (13), the hanger (12) is provided with a through hole for the threaded ejector rod (13) to penetrate, and the through hole is communicated with a threaded hole of the second nut (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323557334.2U CN221372897U (en) | 2023-12-26 | 2023-12-26 | Terrace post root parting steel form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323557334.2U CN221372897U (en) | 2023-12-26 | 2023-12-26 | Terrace post root parting steel form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221372897U true CN221372897U (en) | 2024-07-19 |
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ID=91867943
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323557334.2U Active CN221372897U (en) | 2023-12-26 | 2023-12-26 | Terrace post root parting steel form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221372897U (en) |
-
2023
- 2023-12-26 CN CN202323557334.2U patent/CN221372897U/en active Active
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