CN217353423U - Steel truss construction platform - Google Patents

Steel truss construction platform Download PDF

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Publication number
CN217353423U
CN217353423U CN202222034597.4U CN202222034597U CN217353423U CN 217353423 U CN217353423 U CN 217353423U CN 202222034597 U CN202222034597 U CN 202222034597U CN 217353423 U CN217353423 U CN 217353423U
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China
Prior art keywords
rod
clamping
component
steel
construction platform
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CN202222034597.4U
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Chinese (zh)
Inventor
吴璞
郝明霞
姚方育
高瑞峰
梁慧娟
任艳东
张生林
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Shanxi Construction Engineering Group Co Ltd
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Shanxi Construction Engineering Group Co Ltd
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Abstract

The utility model discloses a steel truss construction platform, which comprises a splicing component, a reinforcing component and a reinforcing pull rod, wherein the side surface of the splicing component is movably connected with a steel pedal net, the side surfaces of the two ends of the steel pedal net are fixedly connected with hook claws, the splicing component comprises a vertical rod, the upper end of the vertical rod is fixedly connected with an inserting column, the lower end of the vertical rod is provided with an inserting groove, the side surface of the vertical rod is respectively and fixedly connected with a horizontal rod and a clamping component, the clamping component comprises a fixed block, the side surface of the fixed block is fixedly connected with an articulated shaft, the splicing component in the utility model can be assembled in multiple layers, parts can be assembled one by one when assembled, the assembling is more flexible, and the splicing component can be supported and fixed by the reinforcing component and the reinforcing pull rod, the assembling stability of the splicing component can be ensured while the assembling flexibility is ensured, the assembling efficiency and the assembling framework stability can be greatly improved during assembling.

Description

Steel truss construction platform
Technical Field
The utility model relates to a steel truss technical field specifically is a steel truss construction platform.
Background
The steel truss is a truss made of steel, roof structures, crane beams, bridges, hydraulic gates and the like of industrial and civil buildings, the common steel truss is used as a main bearing component, various towers such as masts, television towers, power transmission line towers and the like are commonly used, the space steel truss consisting of three-surface, four-surface or multi-surface plane trusses is commonly used, and a steel truss construction platform is widely applied to building construction.
However, the existing steel truss generally achieves the purpose of construction at different heights in a multilayer splicing mode, is heavy when being spliced in multiple layers, is mostly of a fixed structure welded by steel frames for pursuing stability, is labor-consuming when being spliced, and seriously affects the splicing efficiency.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a steel truss construction platform to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a steel truss construction platform, includes the concatenation subassembly, consolidates the subassembly and consolidates the pull rod, concatenation subassembly side surface swing joint has the steel to step on the net, the steel is stepped on net both ends side surface fixedly connected with and is colluded the claw, the concatenation subassembly includes the montant, montant upper end fixedly connected with peg graft post, the inserting groove has been seted up to the montant lower extreme, montant side surface is fixedly connected with horizontal pole and card subassembly respectively, card subassembly includes the fixed block, fixed block side surface fixedly connected with articulated shaft, articulated shaft side surface swing joint has the card to decide the pole, it includes first bracing piece and second bracing piece to consolidate the subassembly, first bracing piece, second bracing piece and the equal fixedly connected with lantern ring in reinforcement pull rod both ends.
As a preferred scheme of the utility model, first bracing piece and second bracing piece middle part are articulated each other, lantern ring movable sleeve is established on the side surface of card subassembly.
As a preferred scheme of the utility model, the inserted connection post external diameter and the big or small looks adaptation of inserting groove internal diameter, the horizontal pole passes through welding mode fixed connection at the montant side surface, the net is ridden to the steel and hangs at the horizontal pole side surface through colluding the claw hook.
As a preferred scheme of the utility model, the articulated shaft activity runs through the clamping pole, the clamping pole passes through the articulated shaft and articulates at the fixed block side surface, the fixed block is L shape structure.
As a preferred scheme of the utility model, the articulated shaft sets up at card fixed pole middle part position on the upper side, card fixed pole length is greater than lantern ring inner ring diameter.
As a preferred scheme of the utility model, it is the same with net length is stepped on to consolidate pull rod length, the lantern ring passes through welding mode fixed connection and consolidates the subassembly both ends at consolidating the pull rod.
As a preferred scheme of the utility model, the quantity of montant side surface card subassembly is two, and two distance between the card subassembly is half of montant length, and two card subassembly is symmetrical about the mid point of the vertical central line of montant respectively.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the splicing component in the utility model can be assembled in multiple layers, and can be assembled one by one when assembling, the assembly is more flexible, and the splicing component can be supported and fixed through the reinforcing component and the reinforcing pull rod, the assembly stability of the splicing component can be ensured while the assembly flexibility is ensured, and the assembly efficiency and the assembly framework stability can be greatly improved when assembling;
2. the utility model discloses after assembling the completion, play the guard action through the reinforcement pull rod at top, big instrument when preventing to construct steps on net upper surface landing from the steel, prevent to cause the instrument to damage and pound the workman of below, the card pole in the card subassembly passes through the articulated shaft and articulates on the fixed block, because the articulated shaft is not in card pole middle part position, the card pole can become vertical state under self action of gravity, block the lantern ring through the card pole, prevent that the lantern ring from landing from the card subassembly, avoid consolidating the pull rod and consolidate the subassembly and lose the supporting role to the concatenation subassembly.
Drawings
Fig. 1 is a schematic view of the overall structure of a steel truss construction platform of the utility model;
fig. 2 is an explosion schematic view of the steel truss construction platform structure of the utility model;
FIG. 3 is a schematic view of the assembly structure of the steel truss construction platform of the present invention;
fig. 4 is a schematic structural view of the clamping assembly of the steel truss construction platform of the present invention;
fig. 5 is a schematic view of the locking function of the locking rod of the steel truss construction platform of the present invention;
fig. 6 is the utility model relates to a steel truss construction platform concatenation subassembly schematic diagram.
In the figure: 1. splicing the components; 101. a vertical rod; 102. a cross bar; 103. inserting grooves; 104. inserting the column; 2. a steel tread net; 3. a locking assembly; 301. a fixed block; 302. hinging a shaft; 303. a locking rod; 4. a reinforcement assembly; 401. a first support bar; 402. a second support bar; 5. reinforcing the pull rod; 6. a collar; 7. and (5) hooking the claw.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-6, the present invention provides a technical solution: a steel truss construction platform comprises a splicing component 1, a reinforcing component 4 and a reinforcing pull rod 5, wherein a steel stepping net 2 is movably connected to the side surface of the splicing component 1, hook claws 7 are fixedly mounted on the side surfaces of two ends of the steel stepping net 2, the splicing component 1 can be spliced, then the steel stepping net 2 can be mounted on the side surface of the splicing component 1, the splicing component 1 comprises a vertical rod 101, an inserting column 104 is fixedly mounted at the upper end of the vertical rod 101, an inserting groove 103 is formed in the lower end of the vertical rod 101, a cross rod 102 and a clamping component 3 are respectively fixedly mounted on the side surface of the vertical rod 101, the clamping component 3 comprises a fixing block 301, a hinging shaft 302 is fixedly mounted on the side surface of the fixing block 301, a clamping rod 303 is movably connected to the side surface of the hinging shaft 302, the reinforcing component 4 comprises a first supporting rod 401 and a second supporting rod 402, lantern rings 6 are fixedly mounted at two ends of the first supporting rod 401, the second supporting rod 402 and the reinforcing pull rod 5, consolidate pull rod 5, first bracing piece 401 and second bracing piece 402 all can be installed in 3 side surfaces of card dress subassembly through lantern ring 6, and then support splicing assembly 1, it is stability to improve it, when splicing assembly 1 is the one deck, mainly support through consolidating subassembly 4, when splicing assembly 1 is the multilayer, support splicing assembly 1 through consolidating subassembly 4 and consolidating 5 cooperation of pull rod, can stimulate splicing assembly 1 of concatenation from top to bottom reinforcing assembly 4 supporting role down, prevent that plug column 104 from slipping in inserting groove 103.
In this embodiment, the middle portions of the first support rod 401 and the second support rod 402 are hinged to each other and can rotate, the first support rod 401 and the second support rod 402 can be folded after being disassembled, the first support rod and the second support rod are convenient to carry, the movable sleeve of the sleeve ring 6 is arranged on the side surface of the clamping component 3, the first support rod 401 and the second support rod 402 are in a crossed shape when being opened, and the two ends of the first support rod and the second support rod can be installed on the clamping component 3 through the sleeve ring 6, so that the crossed shape is maintained to support the splicing component 1.
In this embodiment, the external diameter of the splicing column 104 is matched with the internal diameter of the splicing groove 103 in size, so that the splicing operation is conveniently carried out, the cross rod 102 is fixedly installed on the side surface of the vertical rod 101 in a welding mode, and the steel pedal net 2 is hooked on the side surface of the cross rod 102 through the hook claws 7, so that the installation and the disassembly are convenient.
In this embodiment, articulated shaft 302 activity runs through joint pole 303, and joint pole 303 articulates at fixed block 301 side surface through articulated shaft 302, and fixed block 301 is L shape structure, makes joint pole 303 can rotate through articulated effect, and lantern ring 6 can slide in fixed block 301 side surface during the horizontality, when joint pole 303 is vertical state, can block lantern ring 6, prevents lantern ring 6 slippage from fixed block 301.
In this embodiment, articulated shaft 302 sets up in the above-mentioned position in middle part of card fixed pole 303, can become vertical state automatically under self action of gravity, blocks lantern ring 6, and card fixed pole 303 length is greater than lantern ring 6 inner ring diameter for lantern ring 6 can not pass card fixed pole 303.
In this embodiment, consolidate pull rod 5 length and steel and step on net 2 length the same, after having installed and consolidate pull rod 5, can step on net 2 with the steel and install at horizontal pole 102 side surface through colluding claw 7, lantern ring 6 is through welding mode fixed mounting at consolidating pull rod 5 and strengthening the subassembly 4 both ends, and the welding relation makes it can bear great power.
In this embodiment, the quantity of montant 101 side surface card dress subassembly 3 is two, and the distance between two card dress subassemblies 3 is half of montant 101 length, and two card dress subassemblies 3 are symmetrical about the mid point of montant 101 vertical central line each other respectively, make reinforcement assembly 4 can support individual layer concatenation subassembly 1, when concatenation subassembly 1 is the multilayer, can support the card dress subassembly 3 of both sides about the concatenation department fixedly through reinforcement assembly 4, make concatenation subassembly 1 after the concatenation connect more firmly.
The working principle is as follows: when in use, the utility model can assemble a plurality of splicing components 1, thereby lifting the steel pedal net 2 to different heights for construction, when in splicing, the splicing groove 103 in one splicing component 1 is sleeved on the splicing column 104 in the other splicing component 1 to splice and fix two vertical rods 101, then the reinforcing pull rod 5 is respectively sleeved on the side surfaces of the highest and lowest clamping components 3 in the two splicing components 1 through the lantern ring 6 to pull and support the two splicing components 1, thereby preventing the spliced components 1 from deforming, simultaneously, the first supporting rod 401 and the second supporting rod 402 in the reinforcing component 4 are respectively sleeved on the side surfaces of the two clamping components 3 above and below the splicing position of the two splicing components 1 through the lantern ring 6, the two spliced components 1 after being spliced can be pulled up and down through the reinforcing component 4, and simultaneously, the spliced components 1 after being spliced can be supported and fixed through the reinforcing component 4, the utility model can be assembled by assembling the parts individually and more flexibly, and the splicing component 1 can be supported and fixed by the reinforcing component 4 and the reinforcing pull rod 5, the assembling stability of the splicing component 1 can be ensured while the assembling flexibility is ensured, the assembling efficiency can be greatly improved while the assembling structural stability is ensured, after the assembly is completed, the utility model has the advantages that the protective function is realized by the reinforcing pull rod 5 at the top, the slipping of a large tool from the upper surface of the steel mesh 2 during the construction is prevented, the damage of the tool and the smashing of workers below are prevented, the clamping and fixing rod 303 in the clamping and fixing component 3 is hinged on the fixing block 301 through the hinging shaft 302, because articulated shaft 302 is not in the middle part position of card stationary bar 303, card stationary bar 303 can become vertical state under self action of gravity, blocks lantern ring 6 through card stationary bar 303, prevents lantern ring 6 landing from blocking subassembly 3, avoids reinforcing pull rod 5 and reinforcing subassembly 4 to lose the supporting role to concatenation subassembly 1.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (7)

1. The utility model provides a steel truss construction platform, includes concatenation subassembly (1), reinforcement subassembly (4) and reinforcement pull rod (5), its characterized in that: the side surface of the splicing component (1) is movably connected with a steel stepping net (2), the side surfaces of two ends of the steel stepping net (2) are fixedly connected with hook claws (7), the splicing component (1) comprises a vertical rod (101), the upper end of the vertical rod (101) is fixedly connected with a splicing column (104), the lower end of the vertical rod (101) is provided with an inserting groove (103), the side surface of the vertical rod (101) is respectively and fixedly connected with a cross rod (102) and a clamping component (3), the clamping component (3) comprises a fixed block (301), a hinged shaft (302) is fixedly connected to the side surface of the fixed block (301), a clamping rod (303) is movably connected to the side surface of the articulated shaft (302), the reinforcing component (4) comprises a first supporting rod (401) and a second supporting rod (402), the two ends of the first supporting rod (401), the second supporting rod (402) and the reinforcing pull rod (5) are fixedly connected with lantern rings (6).
2. The steel truss construction platform of claim 1, wherein: the middle parts of the first supporting rod (401) and the second supporting rod (402) are hinged with each other, and the lantern ring (6) is movably sleeved on the side surface of the clamping assembly (3).
3. The steel truss construction platform of claim 1, wherein: the outer diameter of the insertion column (104) is matched with the inner diameter of the insertion groove (103), the cross rod (102) is fixedly connected to the side surface of the vertical rod (101) in a welding mode, and the steel pedal net (2) is hooked on the side surface of the cross rod (102) through the hook claw (7).
4. The steel truss construction platform of claim 1, wherein: articulated shaft (302) activity runs through clamping pole (303), clamping pole (303) pass through articulated shaft (302) and articulate in fixed block (301) side surface, fixed block (301) are L shape structure.
5. The steel truss construction platform of claim 1, wherein: the articulated shaft (302) is arranged at the upper middle part of the clamping rod (303), and the length of the clamping rod (303) is greater than the diameter of the inner ring of the lantern ring (6).
6. The steel truss construction platform of claim 1, wherein: consolidate pull rod (5) length and steel and step on net (2) length the same, lantern ring (6) are through welding mode fixed connection at consolidating pull rod (5) and consolidating subassembly (4) both ends.
7. The steel truss construction platform of claim 1, wherein: the number of the clamping components (3) on the side surface of the vertical rod (101) is two, the distance between the two clamping components (3) is half of the length of the vertical rod (101), and the two clamping components (3) are respectively symmetrical to each other about the midpoint of the vertical center line of the vertical rod (101).
CN202222034597.4U 2022-08-03 2022-08-03 Steel truss construction platform Active CN217353423U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222034597.4U CN217353423U (en) 2022-08-03 2022-08-03 Steel truss construction platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222034597.4U CN217353423U (en) 2022-08-03 2022-08-03 Steel truss construction platform

Publications (1)

Publication Number Publication Date
CN217353423U true CN217353423U (en) 2022-09-02

Family

ID=83038149

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222034597.4U Active CN217353423U (en) 2022-08-03 2022-08-03 Steel truss construction platform

Country Status (1)

Country Link
CN (1) CN217353423U (en)

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