CN220666835U - Socket-type disc buckle type steel pipe scaffold supporting structure - Google Patents

Socket-type disc buckle type steel pipe scaffold supporting structure Download PDF

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Publication number
CN220666835U
CN220666835U CN202321133551.6U CN202321133551U CN220666835U CN 220666835 U CN220666835 U CN 220666835U CN 202321133551 U CN202321133551 U CN 202321133551U CN 220666835 U CN220666835 U CN 220666835U
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China
Prior art keywords
support
rod
steel pipe
bolts
pipe scaffold
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CN202321133551.6U
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Chinese (zh)
Inventor
李志强
么学春
蔡成园
张庆
毛胜松
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China Communications Construction Group Southeast Construction Co ltd
CCCC Construction Group Co Ltd
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China Communications Construction Group Southeast Construction Co ltd
CCCC Construction Group Co Ltd
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Priority to CN202321133551.6U priority Critical patent/CN220666835U/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/25Greenhouse technology, e.g. cooling systems therefor

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Abstract

The utility model relates to the field of socket type disc buckle type steel pipe scaffold, in particular to a socket type disc buckle type steel pipe scaffold supporting structure, which comprises the following components: the support columns are fixedly arranged at the bottoms of the support columns, support bases are sleeved at the tops of the support columns, and the support columns are connected with the support bases through pin shafts; through setting up the bearing assembly, when installing loop bar and telescopic link, with first fastener head joint between two octagonal trays that support the base surface to take the telescopic link out the inner chamber of loop bar, adjust the distance between two support bases, after the installation is accomplished, with first pivot seat joint between two loop bars, and synchronous rotation two-way lead screw rotates, two screw sleeve's inward movement is driven in step through the threaded connection with screw sleeve to two-way lead screw, and expand between second pivot seat and first pivot seat through the connecting rod, increase the bearing capacity between two loop bars.

Description

Socket-type disc buckle type steel pipe scaffold supporting structure
Technical Field
The utility model relates to the field of socket-type disc-buckling steel pipe scaffold, in particular to a socket-type disc-buckling steel pipe scaffold supporting structure.
Background
The utility model provides a socket joint formula dish knot formula scaffold frame mainly comprises components such as up-regulation, down-regulation, pole setting, horizontal pole, diagonal bar, and socket joint formula dish knot formula scaffold frame mainly is used to work frame, support frame, performance frame etc. because the demand of bearing, service function can form multiple different pole setting intervals in the use of all kinds of support bodies, also the horizontal pole that also tends to need adapt to different pole setting intervals is connected, at present, current socket joint formula dish knot formula scaffold frame connecting rod is usually because the length distance is insufficient reason, can't accomplish the connection between different intervals, and dish knot connecting rod is because atress problem about can't play fine supporting effect.
Therefore, a socket-and-spigot type disc buckle type steel pipe scaffold supporting structure is provided to solve the above problems.
Disclosure of Invention
The utility model aims to solve the problems that the prior socket type disc buckle type steel pipe scaffold support structure solves the problems that the connection between different intervals cannot be met due to insufficient length distance and the disc buckle type steel pipe scaffold support structure cannot achieve good support effect due to stress between the upper part and the lower part of the disc buckle type steel pipe scaffold support structure.
The utility model realizes the aim through the following technical scheme, and the socket-type disc buckle type steel pipe scaffold supporting structure comprises: the support columns are fixedly arranged at the bottoms of the support columns, support bases are sleeved at the tops of the support columns, and the support columns are connected with the support bases through pin shafts; the support mechanism is used for increasing the stress intensity of the scaffold and is arranged on the surface of the support base; the support mechanism comprises a bearing component and a reinforcing component, wherein the bearing component for increasing the bearing capacity of the scaffold is arranged between two support rods, and the reinforcing component for increasing the tensile force between the two bearing components is arranged on one side of the support base; the bearing assembly comprises two loop bars arranged between two support bars, an octagonal tray is sleeved on the surface of the support base, two ends of the loop bars are respectively provided with a telescopic rod in a penetrating mode, one end, far away from the loop bars, of each telescopic rod is fixedly connected with a first fastener head, each first fastener head is clamped on the surface of the octagonal tray, a first bolt is installed at the top of each first fastener head in a penetrating mode, and each first fastener head is connected with the octagonal tray through the corresponding first bolt; four first rotating shafts seats are clamped between the two loop bars, a bidirectional screw rod is arranged between the four first rotating shafts seats, two sides of the surface of the bidirectional screw rod are connected with the bidirectional screw rod in a threaded mode, threaded sleeves are fixedly installed at the top and the bottom of the bidirectional screw rod, and a connecting rod is installed between the threaded sleeves and the first rotating shafts seats in a rotating mode.
Preferably, pin holes are formed in the surfaces of the sleeve rod and the telescopic rod, bolts are installed on the surface of the first rotating shaft seat in a penetrating mode, the bolts are connected with the pin holes in a penetrating mode, and the first rotating shaft seat is connected with the sleeve rod through the pin holes.
Preferably, the reinforcing component comprises a reinforcing rod arranged between the two bearing components, the front end and the rear end of the reinforcing rod are fixedly connected with second fastener heads, one side, far away from the reinforcing rod, of the second fastener heads is clamped on the surface of the second fastener heads, the top of the second fastener heads is penetrated and provided with a second bolt, and the second fastener heads are connected with the reinforcing rod through the second bolt.
Preferably, the surface of the bidirectional screw rod is sleeved with a handle, and the surface of the handle is sleeved with an anti-slip rubber sleeve.
The beneficial effects of the utility model are as follows:
1. through setting up the bearing assembly, when installing loop bar and telescopic link, with first fastener head joint between the octagonal tray of two support base surfaces, and take out the telescopic link the inner chamber of loop bar synchronously, adjust the distance between two support bases, after the installation is accomplished, with first pivot seat joint between two loop bars, and synchronous rotation two-way lead screw rotates, two screw thread sleeve inwards movements are driven through the threaded connection with screw thread sleeve to two-way lead screw, and expand between second pivot seat and first pivot seat through the connecting rod, increase the bearing capacity between two loop bars, the connection between can satisfy different intervals has been played, and the atress between the upper and lower of dish knot connecting rod has been increased, the purpose of its supporting effect is increased;
2. through setting up the enhancement subassembly, after the installation of force bearing assembly is accomplished, with the second fastener head joint at stiffener both ends on the octagonal tray of support base surface to be connected second fastener head and octagonal tray through the second bolt, when need to the interval adjustment between two force bearing assemblies, change the length of stiffener can, can be convenient for increase the horizontal tensile distance between the force bearing assembly, avoid it to appear rocking, the condition that influences intensity appears.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of a partial connection structure according to the present utility model;
FIG. 3 is a schematic diagram of a force bearing assembly according to the present utility model;
fig. 4 is an enlarged view of the area a in fig. 3.
In the figure: 1. a support post; 2. a support rod; 3. a support base; 4. a support mechanism; 41. a force bearing assembly; 411. a loop bar; 412. a telescopic rod; 413. a first fastener head; 414. a first latch; 415. a first rotating shaft seat; 416. a two-way screw rod; 417. a threaded sleeve; 418. a second rotating shaft seat; 419. a connecting rod; 4101. a pin hole; 4102. a bolt; 4103. a handle; 42. a reinforcement assembly; 421. a reinforcing rod; 422. a second fastener head; 423. and a second bolt.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
The specific implementation method comprises the following steps: as shown in fig. 1-4, a socket-and-spigot-and-socket type disc buckle steel pipe scaffold support structure, comprising: the support comprises a plurality of support columns 1, wherein support rods 2 are fixedly arranged at the bottoms of the support columns 1, support bases 3 are sleeved on the tops of the support columns 1, and the support columns 1 are connected with the support bases 3 through pin shafts; the support mechanism 4 is used for increasing the stress intensity of the scaffold, and the support mechanism 4 is arranged on the surface of the support base 3; the support mechanism 4 includes a bearing component 41 and a reinforcing component 42, the bearing component 41 for increasing the bearing capacity of the scaffold is installed between the two support rods 2, and the reinforcing component 42 for increasing the tensile force between the two bearing components 41 is installed at one side of the support base 3.
As shown in fig. 1-4, the force bearing assembly 41 comprises two sleeve rods 411 arranged between two support rods 2, an octagonal plate is sleeved on the surface of the support base 3, two ends of each sleeve rod 411 are provided with telescopic rods 412 in a penetrating manner, one end, far away from the sleeve rods 411, of each telescopic rod 412 is fixedly connected with a first fastener head 413, the first fastener heads 413 are clamped on the surfaces of the octagonal plate, first bolts 414 are arranged at the top of the first fastener heads 413 in a penetrating manner, and the first fastener heads 413 are connected with the octagonal plate through the first bolts 414; four first rotating shafts 415 are clamped between the two sleeve rods 411, a bidirectional screw rod 416 is arranged between the four first rotating shafts 415, two sides of the surface of the bidirectional screw rod 416 are connected with the bidirectional screw rod 416 in a threaded mode, threaded sleeves 417 are fixedly arranged at the top and the bottom of the bidirectional screw rod 416, a connecting rod 419 is rotatably arranged between the threaded sleeves 417 and the first rotating shafts 415, the first fastener head 413 is clamped between octagonal plates on the surface of the two support bases 3, the telescopic rods 412 are synchronously pulled out of the inner cavities of the sleeve rods 411, the distance between the two support bases 3 is adjusted, after installation is completed, the first rotating shafts 415 are clamped between the two sleeve rods 411, the bidirectional screw rod 416 is synchronously rotated to rotate, the two threaded sleeves 417 are synchronously driven to move inwards through threaded connection with the threaded sleeves 417, the connecting rod 419 is unfolded between the second rotating shafts 418 and the first rotating shafts 415, and the bearing capacity between the two sleeve rods 411 is increased; the surfaces of the sleeve rod 411 and the telescopic rod 412 are provided with pin holes 4101, bolts 4102 are installed on the surface of the first rotating shaft seat 415 in a penetrating manner, the bolts 4102 are connected with the pin holes 4101 in a penetrating manner, and the first rotating shaft seat 415 and the sleeve rod 411 are connected with the bolts 4102 through the pin holes 4101.
As shown in fig. 1-4, the reinforcing component 42 includes a reinforcing rod 421 installed between two bearing components 41, both front and rear ends of the reinforcing rod 421 are fixedly connected with second fastener heads 422, one side of the second fastener heads 422 away from the reinforcing rod 421 is clamped on the surface of the second fastener heads 422, the top of the second fastener heads 422 is installed with a second bolt 423 in a penetrating manner, the second fastener heads 422 and the reinforcing rod 421 are connected through the second bolt 423, the second fastener heads 422 at both ends of the reinforcing rod 421 are clamped on an octagonal tray on the surface of the supporting base 3, and the second fastener heads 422 are connected with the octagonal tray through the second bolt 423, if the distance between the two bearing components 41 needs to be adjusted, the length of the reinforcing rod 421 can be replaced; the surface of the bidirectional screw rod 416 is sleeved with a handle 4103, and the surface of the handle 4103 is sleeved with an anti-slip rubber sleeve.
When the sleeve rod 411 and the telescopic rod 412 are installed, the first fastener head 413 is clamped between the octagonal plates on the surfaces of the two support bases 3, the telescopic rod 412 is synchronously pulled out of the inner cavity of the sleeve rod 411, the distance between the two support bases 3 is adjusted, after the installation is completed, the first rotating shaft seat 415 is clamped between the two sleeve rods 411, the bidirectional screw rod 416 is synchronously rotated to rotate, the bidirectional screw rod 416 synchronously drives the two threaded sleeves 417 to move inwards through threaded connection with the threaded sleeves 417, the connecting rod 419 is unfolded between the second rotating shaft seat 418 and the first rotating shaft seat 415, the bearing capacity between the two sleeve rods 411 is increased, after the bearing assembly 41 is installed, the second fastener heads 422 at two ends of the reinforcing rod 421 are clamped on the octagonal plates on the surfaces of the support bases 3, and the second fastener heads 422 are connected with the octagonal plates through the second bolts 423, if the distance between the two bearing assemblies 41 is required to be adjusted, the length of the reinforcing rod 421 is replaced, the problem that the conventional socket type buckle type plate frames cannot normally cannot be well supported due to the fact that the distance between the connecting rods cannot be well met is solved.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.

Claims (4)

1. The utility model provides a socket joint formula dish knot formula steel pipe scaffold supporting structure which characterized in that includes:
the support comprises a plurality of support columns (1), wherein support rods (2) are fixedly arranged at the bottoms of the support columns (1), support bases (3) are sleeved at the tops of the support columns (1), and the support columns (1) are connected with the support bases (3) through pin shafts;
the support mechanism (4) is used for increasing the stress intensity of the scaffold, and the support mechanism (4) is arranged on the surface of the support base (3); wherein,
the support mechanism (4) comprises a bearing component (41) and a reinforcing component (42), wherein the bearing component (41) for increasing the bearing force of the scaffold is arranged between the two support rods (2), and the reinforcing component (42) for increasing the tensile force between the two bearing components (41) is arranged at one side of the support base (3);
the bearing assembly (41) comprises two loop bars (411) arranged between two support rods (2), an octagonal tray is sleeved on the surface of the support base (3), telescopic rods (412) are installed at two ends of the loop bars (411) in a penetrating mode, first fastener heads (413) are fixedly connected to one ends, far away from the loop bars (411), of the telescopic rods (412), the first fastener heads (413) are clamped to the surface of the octagonal tray, first bolts (414) are installed at the tops of the first fastener heads (413) in a penetrating mode, and the first fastener heads (413) are connected with the octagonal tray through the first bolts (414);
two joint has four first pivot seats (415) between loop bar (411), four be provided with two-way lead screw (416) between first pivot seat (415), the equal threaded connection in both sides on two-way lead screw (416) surface has two-way lead screw (416), the equal fixed mounting in top and bottom of two-way lead screw (416) has screw sleeve (417), rotate between screw sleeve (417) and first pivot seat (415) and install connecting rod (419).
2. The socket type disc buckle steel pipe scaffold support structure according to claim 1, wherein: the telescopic device is characterized in that pin holes (4101) are formed in the surfaces of the sleeve rod (411) and the telescopic rod (412), bolts (4102) are installed on the surface of the first rotating shaft seat (415) in a penetrating mode, the bolts (4102) are connected with the pin holes (4101) in a penetrating mode, and the first rotating shaft seat (415) is connected with the sleeve rod (411) through the pin holes (4101) and the bolts (4102).
3. A socket type disc buckle steel pipe scaffold support structure according to claim 2, wherein: the reinforcing component (42) comprises a reinforcing rod (421) arranged between two bearing components (41), the front end and the rear end of the reinforcing rod (421) are fixedly connected with second fastener heads (422), one side, away from the reinforcing rod (421), of each second fastener head (422) is clamped on the surface of each second fastener head (422), the top of each second fastener head (422) is penetrated and provided with a second bolt (423), and the second fastener heads (422) are connected with the reinforcing rod (421) through the second bolts (423).
4. A socket type disc buckle steel pipe scaffold support structure according to claim 2, wherein: the surface of the bidirectional screw rod (416) is sleeved with a handle (4103), and the surface of the handle (4103) is sleeved with an anti-slip rubber sleeve.
CN202321133551.6U 2023-05-11 2023-05-11 Socket-type disc buckle type steel pipe scaffold supporting structure Active CN220666835U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321133551.6U CN220666835U (en) 2023-05-11 2023-05-11 Socket-type disc buckle type steel pipe scaffold supporting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321133551.6U CN220666835U (en) 2023-05-11 2023-05-11 Socket-type disc buckle type steel pipe scaffold supporting structure

Publications (1)

Publication Number Publication Date
CN220666835U true CN220666835U (en) 2024-03-26

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ID=90331773

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321133551.6U Active CN220666835U (en) 2023-05-11 2023-05-11 Socket-type disc buckle type steel pipe scaffold supporting structure

Country Status (1)

Country Link
CN (1) CN220666835U (en)

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