CN220790719U - A dish knot formula steel pipe template support for concrete placement - Google Patents
A dish knot formula steel pipe template support for concrete placement Download PDFInfo
- Publication number
- CN220790719U CN220790719U CN202322544389.3U CN202322544389U CN220790719U CN 220790719 U CN220790719 U CN 220790719U CN 202322544389 U CN202322544389 U CN 202322544389U CN 220790719 U CN220790719 U CN 220790719U
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- buckling
- steel pipe
- wedge
- buckling seat
- vertical rod
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 25
- 239000010959 steel Substances 0.000 title claims abstract description 25
- 238000009415 formwork Methods 0.000 claims description 21
- 230000007704 transition Effects 0.000 claims description 3
- 239000012528 membrane Substances 0.000 abstract description 4
- 230000037431 insertion Effects 0.000 abstract 3
- 238000003780 insertion Methods 0.000 abstract 3
- 238000009434 installation Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
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Abstract
The utility model provides a disk buckle type steel pipe template support for concrete pouring, and belongs to the technical field of template supports. In order to solve the problem that the instability of the disc buckle type structure of the existing disc buckle type template support influences the stability of the support and the occurrence of the rupture membrane condition occurs. The connecting plates are evenly distributed on the vertical rods, buckling seats are arranged at the two ends of each vertical rod, wedge-shaped inserting block insertion openings are formed in the connecting plates and the buckling seats, U-shaped buckling areas are formed in the buckling seats, the buckling seats at the two ends of each transverse rod are respectively connected with two adjacent connecting plates on the same plane, the wedge-shaped inserting blocks sequentially penetrate through the buckling seats and the connecting plates, limiting ring insertion openings are formed in the buckling seats, and the limiting ring insertion openings are formed in at least two buckling seats on the same connecting plate through limiting rings. The cross brace is fixed with the connecting disc in a triple limiting mode, so that the stability of the connecting part can be effectively improved, the overall stability of the template support is further improved, and the possibility of occurrence of the rupture membrane condition is reduced.
Description
Technical Field
The utility model relates to the technical field of formwork supports, in particular to a disc buckle type steel pipe formwork support for concrete pouring.
Background
In the field of building construction formwork support, a beam bottom formwork support and a formwork arranged at the top of the formwork support are generally adopted to be matched for pouring a beam. In the existing scaffold, the structure of the scaffold is usually fixed through welding, the scaffold is more troublesome to transfer and recycle after being used, the volume is too large, the scaffold is inconvenient to transfer, a large storage space is needed after the scaffold is transferred, the steel pipe is required to be cut and deconstructed after the scaffold is recycled, the consumption of manpower and material resources is large, and therefore certain improvement is required.
In order to solve the above problems, the conventional formwork support is generally connected with a cross rod through a conventional disc buckle, so that the disc buckle structure is unstable, the central position of the beam bottom formwork support and the central position of the beam are possibly offset, and when the offset occurs, the conditions such as rupture membrane and the like are easily caused by poor stability of the support.
Disclosure of Invention
The utility model aims to solve the technical problems that:
in order to solve the problems that the stability of the bracket is affected by unstable disc buckle structure of the existing disc buckle type template bracket and even the occurrence of the rupture condition occurs.
The utility model adopts the technical scheme for solving the technical problems:
the utility model provides a disk buckle type steel pipe template bracket for concrete pouring, which comprises a vertical rod, a cross brace, a supporting plate and a connecting disk; the novel cross brace comprises a buckling seat and wedge-shaped inserting blocks, wherein a plurality of vertical rods are uniformly distributed, connecting discs with a plurality of uniformly distributed vertical rods are arranged on each vertical rod, each connecting disc is in a round cake shape, buckling seats are arranged at two ends of each cross brace, wedge-shaped inserting block inserting holes are formed in each connecting disc and each buckling seat, each buckling seat is provided with a U-shaped buckling area, the shape of each buckling area is matched with that of each connecting disc, the buckling areas of the buckling seats are spliced on the connecting discs, the buckling seats at two ends of each cross brace are respectively detachably connected with two adjacent connecting discs on the same plane, each wedge-shaped inserting block sequentially penetrates through the corresponding buckling seat and each connecting disc, and each buckling seat is provided with a limiting ring inserting hole which penetrates through each limiting ring inserting hole on the corresponding two buckling seats on the same connecting disc through a limiting ring.
Further, a connecting table is arranged above or below the connecting area of the buckling seat, the shape of one side of the connecting table close to the vertical rod is matched with the side wall of the vertical rod, and the side edge of the connecting table is in concave arc transition.
Further, the connecting tables are arranged above and below the connecting area of the buckling seat.
Further, four or six wedge-shaped insert sockets are arranged on the connecting disc, and the wedge-shaped insert sockets on each connecting disc are uniformly distributed.
Further, the arc length of one side of the buckling seat close to the vertical rod is 1/8-1/10 of the circumference of the vertical rod.
Further, the buckling seat is connected with the cross brace through a connecting piece.
Further, the wedge-shaped insert is of a bent plate-shaped structure, and the bottom of the wedge-shaped insert is of a pointed structure.
Further, the limiting ring is provided with a fracture for installing the buckling seat on the limiting ring.
Further, the upper end of the vertical rod is connected with the threaded column through threads, a radial arm is arranged on the threaded column, a supporting plate is arranged at the upper end of the threaded column, and a base is detachably arranged at the lower end of the vertical rod.
Further, the vertical rod is a steel vertical rod, and the transverse support is a steel transverse support.
Compared with the prior art, the utility model has the beneficial effects that:
the utility model relates to a disk buckling type steel pipe formwork support for concrete pouring, a plurality of upright posts are uniformly distributed, a plurality of uniformly distributed connecting disks are arranged on each upright post, buckling seats are arranged at two ends of a cross brace, wedge-shaped inserting block sockets are arranged on each connecting disk and each buckling seat, each buckling seat is provided with a U-shaped buckling area, the buckling seats at two ends of the cross brace are respectively detachably connected with two adjacent connecting disks on the same plane, each wedge-shaped inserting block sequentially penetrates through each buckling seat and each connecting disk, each buckling seat is provided with a limiting ring socket, and each limiting ring socket penetrates through each limiting ring socket on at least two buckling seats on the same connecting disk;
the buckling area of the buckling seat is connected with the connecting disc, the buckling seat is fixed with the connecting disc through the wedge-shaped block, in addition, the plurality of buckling seats on the same connecting disc are fixed through the limiting rings, the cross braces are fixed with the connecting disc through the triple limiting mode, the stability of the connecting part can be effectively improved, the uniform load and the concentrated load can be improved, the overall stability of the template support is improved, and the possibility of the occurrence of the explosion condition is reduced.
Drawings
FIG. 1 is an overall plan view of a disc buckle type steel pipe formwork support for concrete pouring in an embodiment of the utility model;
FIG. 2 is a partial perspective view of a stay in accordance with an embodiment of the present utility model;
FIG. 3 is a cross-sectional view of a connection pad and a portion of a cross-brace and upright in an embodiment of the utility model;
FIG. 4 is a top view of the connection plate and portions of the cross braces and uprights of an embodiment of the present utility model;
fig. 5 is a perspective view of a fastening seat according to an embodiment of the present utility model.
Reference numerals illustrate:
1. a vertical rod; 2. a cross brace; 3. a connecting disc; 4. a base; 5. a supporting plate; 6. a radial arm; 7. a threaded column; 8. a buckling seat; 9. a limiting ring; 10. wedge-shaped inserts; 11. a connecting piece; 12. a limiting ring socket; 13. wedge-shaped insert sockets; 14. and the buckling area.
Detailed Description
In the description of the present utility model, it should be noted that terms such as "upper", "lower", "front", "rear", "left", "right", and the like in the embodiments indicate terms of orientation, and only for simplifying the description based on the positional relationship of the drawings in the specification, do not represent that the elements and devices and the like referred to must be operated according to the specific orientation and the defined operations and methods, configurations in the specification, and such orientation terms do not constitute limitations of the present utility model.
In order that the above objects, features and advantages of the utility model will be readily understood, a more particular description of the utility model will be rendered by reference to specific embodiments thereof which are illustrated in the appended drawings.
The specific embodiment I is as follows: the utility model provides a disk buckle type steel pipe template bracket for concrete pouring, which is shown in the drawings from 1 to 5, and comprises a vertical rod 1, a transverse support 2, a supporting plate 5 and a connecting disk 3; the novel cross brace comprises a buckling seat 8 and wedge-shaped inserting blocks 10, wherein a plurality of vertical rods 1 are uniformly distributed, a plurality of uniformly distributed connecting discs 3 are arranged on each vertical rod 1, each connecting disc 3 is in a round cake shape, buckling seat 8 is arranged at two ends of each cross brace 2, wedge-shaped inserting block inserting openings 13 are formed in each connecting disc 3 and each buckling seat 8, each buckling seat 8 is provided with a U-shaped buckling area 14, the shape of each buckling area 14 is matched with that of each connecting disc 3, the buckling areas 14 of each buckling seat 8 are spliced on each connecting disc 3, each buckling seat 8 at two ends of each cross brace 2 is detachably connected with two adjacent connecting discs 3 on the same plane, each wedge-shaped inserting block 10 sequentially penetrates through each buckling seat 8 and each connecting disc 3, each buckling seat 8 is provided with a limiting ring inserting opening 12, and each limiting ring inserting opening 12 penetrates through two adjacent buckling seats 8 on the same connecting disc 3 through a limiting ring 9.
The buckling area 14 through the buckling seat 8 is connected with the connecting disc 3, the buckling seat 8 is fixed with the connecting disc 3 through the wedge-shaped inserting block 10, in addition, the buckling seat 8 on the same connecting disc 3 is fixed through the limiting ring 9, the cross brace 2 is fixed with the connecting disc 3 through a triple limiting mode, the stability of the connecting part can be effectively improved, the uniform load and the concentrated load can be improved, the overall stability of the template support is improved, and the possibility of the occurrence of the rupture membrane condition is reduced.
Preferably, a connecting table is arranged above or below the connecting area of the buckling seat 8, the shape of one side of the connecting table, which is close to the vertical rod 1, is matched with the side wall of the vertical rod 1, the side edge of the connecting table is in concave arc transition, and the arrangement of the connecting table plays a role in stabilizing a connecting node at the connecting disc 3.
Preferably, the fastening area 14 of the fastening seat 8 is provided with a connecting table above and below, which is suitable for a relatively high formwork support.
Preferably, three, four or six wedge-shaped insert sockets 13 are arranged on the connecting disc 3, the wedge-shaped insert sockets 13 on each connecting disc 3 are uniformly distributed, and the arc length of one side of the buckling seat 8 close to the vertical rod 1 is 1/8-1/10 of the circumference of the vertical rod 1. When the number of wedge jacks 13 is four, the cross braces 2 are distributed in a cross shape. The number of wedge insert sockets 13 may be increased or decreased according to design requirements.
Preferably, the buckling seat 8 is detachably connected with the cross brace 2 through a connecting piece 11, and the connecting piece 11 can be a bolt. Can be replaced by new one when the buckling seat 8 or the cross brace 2 is damaged, and the whole structure of the template bracket is not required to be damaged, so that the defect and leakage detection are facilitated.
Preferably, the wedge-shaped insert 10 has a curved plate-like structure, and the bottom of the wedge-shaped insert 10 has a pointed structure, which is directed downward when mounted, and strikes the upper end of the wedge-shaped insert 10 with a weight. To increase the stability of the connection, concrete or glue may be poured at the connection.
Preferably, the limiting ring 9 is provided with a fracture for installing the buckling seat 8 on the limiting ring 9, and the width of the fracture is larger than the width between the opposite end surfaces of the two limiting ring jacks 12 on the buckling seat 8, so that the buckling seat 8 can be smoothly installed on the limiting ring 9; the stop collar receptacle 12 is located on a connection table above or below the fastening region 14.
Preferably, the upper end of the vertical rod 1 is connected with a threaded column 7 through threads, a radial arm 6 is arranged on the threaded column 7, a supporting plate 5 is arranged at the upper end of the threaded column 7, and a base 4 is detachably arranged at the lower end of the vertical rod 1 through threads. When in installation, two vertical rods 1 can be connected according to the design elevation, and the height is increased.
Preferably, the connecting disc 3 is welded with the upright 1; the vertical rod 1 is a steel vertical rod 1, and the transverse support 2 is a steel transverse support 2. For increasing the overall stability of the formwork support.
Although the present disclosure is disclosed above, the scope of the present disclosure is not limited thereto. Various changes and modifications may be made by one skilled in the art without departing from the spirit and scope of the disclosure, and such changes and modifications would be within the scope of the disclosure.
The construction method comprises the following steps: marking the positions of the vertical rods 1 on the ground according to a blueprint, ensuring that the vertical rods 1 are orderly arranged, firstly erecting the vertical rods 1 at the most corner end, then gradually erecting the peripheral vertical rods 1, penetrating two, four or six buckling seats 8 through limiting rings, matching the number of the buckling seats 8 with the number of wedge-shaped inserting block inserting holes 13 on the connecting disc 3, inserting the buckling seats 8 on each limiting ring on the connecting disc 3, inserting the wedge-shaped inserting blocks 10 on the buckling seats 8 and the connecting disc 3 according to the positions of the wedge-shaped inserting block inserting holes 13 on the connecting disc 3 in a one-to-one correspondence manner, adjusting the positions of the fracture of the limiting rings 9 to be between the two buckling seats 8, and welding the fracture parts; the heights of the supporting plates 5 are adjusted through the radial arms 6, so that the heights of all the supporting plates 5 are unified and reach the design elevation, and the installation of the template bracket is completed.
Claims (10)
1. A dish knot formula steel pipe template support for concrete placement, its characterized in that: comprises a vertical rod (1), a cross brace (2), a supporting plate (5) and a connecting disc (3); buckling seat (8) and wedge-shaped inserting block (10), a plurality of pole setting (1) evenly lay, all are equipped with connection pad (3) of a plurality of equipartition on every pole setting (1), connection pad (3) are the cake form, the both ends of stull (2) all are equipped with buckling seat (8), wedge-shaped inserting block socket (13) have all been seted up on connection pad (3) and buckling seat (8), buckling seat (8) are equipped with the buckling region (14) of U type, the shape of buckling region (14) and the shape assorted of connection pad (3) for peg graft buckling region (14) of buckling seat (8) on connection pad (3), buckling seat (8) at stull (2) both ends are connected with two connection pads (3) dismantlement adjacent on the coplanar respectively, wedge-shaped inserting block (10) run through buckling seat (8) and connection pad (3) in proper order, be equipped with spacing ring socket (12) on buckling seat (8) through spacing ring (9) and two on buckling seat (3).
2. A disc buckle type steel pipe formwork support for concrete pouring as claimed in claim 1, wherein: the connecting platform is arranged above or below the connecting area of the buckling seat (8), the shape of one side of the connecting platform close to the vertical rod (1) is matched with the side wall of the vertical rod (1), and the side edge of the connecting platform is in concave arc transition.
3. A disc buckle type steel pipe formwork support for concrete pouring as claimed in claim 2, wherein: connecting tables are arranged above and below the connecting area of the buckling seat (8).
4. A disc buckle type steel pipe formwork support for concrete pouring as claimed in claim 2, wherein: four or six wedge-shaped insert jacks (13) are arranged on the connecting disc (3), and the wedge-shaped insert jacks (13) on each connecting disc (3) are uniformly distributed.
5. A disc buckle type steel pipe formwork support for concrete pouring as claimed in claim 4, wherein: the arc length of one side of the buckling seat (8) close to the vertical rod (1) is 1/8-1/10 of the circumference of the vertical rod (1).
6. A disc buckle type steel pipe formwork support for concrete pouring as claimed in claim 5, wherein: the buckling seat (8) is connected with the cross brace (2) through a connecting piece (11).
7. A disc buckle type steel pipe formwork support for concrete pouring as claimed in claim 6, wherein: the wedge-shaped insert (10) is of a bent plate-shaped structure, and the bottom of the wedge-shaped insert (10) is of a pointed structure.
8. A disc buckle type steel pipe formwork support for concrete pouring as claimed in claim 7, wherein: the limiting ring (9) is provided with a fracture, and the fracture is used for installing the buckling seat (8) on the limiting ring (9).
9. A disc buckle type steel pipe formwork support for concrete pouring as claimed in claim 8, wherein: the upper end of the vertical rod (1) is connected with a threaded column (7) through threads, a radial arm (6) is arranged on the threaded column (7), a supporting plate (5) is arranged at the upper end of the threaded column (7), and a base (4) is detachably arranged at the lower end of the vertical rod (1).
10. A disc buckle type steel pipe formwork support for concrete pouring as claimed in claim 8, wherein: the vertical rod (1) is a steel vertical rod (1), and the transverse support (2) is a steel transverse support (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322544389.3U CN220790719U (en) | 2023-09-19 | 2023-09-19 | A dish knot formula steel pipe template support for concrete placement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322544389.3U CN220790719U (en) | 2023-09-19 | 2023-09-19 | A dish knot formula steel pipe template support for concrete placement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220790719U true CN220790719U (en) | 2024-04-16 |
Family
ID=90656515
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322544389.3U Active CN220790719U (en) | 2023-09-19 | 2023-09-19 | A dish knot formula steel pipe template support for concrete placement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220790719U (en) |
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2023
- 2023-09-19 CN CN202322544389.3U patent/CN220790719U/en active Active
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