CN214112573U - Self-control steel reinforcement cage and pipe transport vechicle - Google Patents

Self-control steel reinforcement cage and pipe transport vechicle Download PDF

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Publication number
CN214112573U
CN214112573U CN202023031465.3U CN202023031465U CN214112573U CN 214112573 U CN214112573 U CN 214112573U CN 202023031465 U CN202023031465 U CN 202023031465U CN 214112573 U CN214112573 U CN 214112573U
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welding
reinforcing
axostylus axostyle
thread steel
steel
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Chinese (zh)
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董海兴
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China Construction Civil Engineering Co Ltd
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China Construction Civil Engineering Co Ltd
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Abstract

The utility model discloses a self-control steel reinforcement cage and pipe transport vechicle, including axle system and support chassis, the axle system includes the axostylus axostyle and rotates the wheel of connection on the axostylus axostyle, and the welding has two reinforcing thread steel bars on the axostylus axostyle, and two reinforcing thread steel bars and axostylus axostyle parallel weld just stagger the setting, and support chassis includes the mesa skeleton of four connecting thread steel bars and frame form, and the one end welding of connecting thread steel bar is at reinforcing thread steel bar and epaxial, and the other end welding of connecting thread steel bar is on the mesa skeleton, and the fixed welding of one end of mesa skeleton has the traction lever. Welding reinforcing twisted steel on the axostylus axostyle, reinforcing twisted steel is isometric with the axostylus axostyle for the welding length of connecting twisted steel and axostylus axostyle is longer, and welding area is great, has not only solved the workman and has lifted to the job site, takes a lot of work and time, the lower problem of efficiency, and structural strength is high, and the durability of transport vechicle is strong, workman convenient to use is swift, and the conveying efficiency is high.

Description

Self-control steel reinforcement cage and pipe transport vechicle
Technical Field
The utility model belongs to construction carrier field, in particular to self-control steel reinforcement cage and pipe transport vechicle.
Background
The application of the reinforced concrete cast-in-place pile in the engineering construction of house construction, bridges and the like is very wide, and the transportation of a reinforcement cage and a guide pipe is important preparation work of the cast-in-place pile.
After the steel reinforcement cage is manufactured, the steel reinforcement cage is placed in a steel reinforcement processing shed, workers are lifted to a construction site, labor and time are wasted, the effect is low, the guide pipe is heavy, manual transportation is difficult in the construction site, and if the wheel shaft and the steel reinforcement welding trolley are used, the steel reinforcement cage and the guide pipe are heavy, so that the connection strength is poor and durable use is difficult to meet.
SUMMERY OF THE UTILITY MODEL
The utility model provides a self-control steel reinforcement cage and pipe transport vechicle for solve the steel reinforcement cage preparation and accomplish the back, put in the reinforcement processing canopy, utilize the workman to lift to the job site, take a lot of work and waste time, the efficiency is lower, pipe self is heavier, artifical transportation difficulty in the construction site, if with shaft and steel bar welding dolly, because the weight of steel reinforcement cage and pipe is heavier, joint strength is relatively poor and be difficult to satisfy the technical problem of durable use.
In order to achieve the above purpose, the utility model adopts the following technical scheme: a self-made reinforcement cage and conduit transport vehicle comprises a wheel shaft system and a supporting framework, wherein the wheel shaft system comprises a shaft lever and wheels rotationally connected to the shaft lever, the welding has two reinforcing thread reinforcing bars on the axostylus axostyle, two reinforcing thread reinforcing bars and axostylus axostyle parallel weld just stagger the setting, and the support chassis includes the mesa skeleton of four connecting thread reinforcing bars and frame form, and the one end welding of connecting thread reinforcing bar is on reinforcing thread reinforcing bar and shaft, and the other end welding of connecting thread reinforcing bar is on the mesa skeleton, and four connecting thread reinforcing bars divide into two sets ofly, and two connecting thread reinforcing bars of every group lie in the coplanar and constitute the triangle structure with the mesa skeleton, and two connecting thread reinforcing bars of every group weld respectively on different reinforcing thread reinforcing bars and two reinforcing thread reinforcing bars lie in between two connecting thread reinforcing bars of every group, the fixed welding of one end of mesa skeleton has the traction lever.
Through adopting above-mentioned technical scheme, welding reinforcing thread reinforcing bar on the axostylus axostyle for the welding length of connecting thread reinforcing bar and axostylus axostyle is longer, and welding area is great, has not only solved the workman and has lifted to the job site, takes a lot of work and time, the lower problem of efficiency, and structural strength is high, and the durability of transport vechicle is strong, workman convenient to use is swift, and the conveying efficiency is high.
Preferably, a plurality of supporting reinforcing rods are welded between the connecting threaded steel bars and the table top framework.
Through adopting above-mentioned technical scheme, guarantee that the structural stability between connecting thread reinforcing bar and the mesa skeleton is higher.
Preferably, the bottom end of the traction rod is provided with two support legs.
By adopting the technical scheme, the traction rod can be supported by the supporting legs, so that the lifting distance of the traction rod is small, time and labor are saved, and the efficiency is high.
Preferably, the traction rod is in a V shape facing the table top framework, sleeves are welded at the bottom ends of two sides of the traction rod respectively, a rotating shaft is connected in the sleeves in a rotating mode, the two supporting legs are welded on the rotating shaft, and a connecting rod is welded between the two supporting legs.
Through adopting above-mentioned technical scheme, the angle of landing leg can rotate, thereby the angle of support can change and make the supporting effect better.
Preferably, the table top framework is made of a plurality of phi 50 steel pipes through welding.
By adopting the technical scheme, the material is convenient to obtain, and the structural strength is high.
Preferably, the table top framework is made of a plurality of phi 28 threaded steel bars through welding.
By adopting the technical scheme, the material is convenient to obtain, and the structural strength is high.
Preferably, the traction rod is made of phi 28 threaded steel bars through welding.
Through adopting above-mentioned technical scheme, have the screw thread, the increase friction is convenient for to the controlling of transport vechicle.
The beneficial effects of the utility model are embodied in: welding reinforcing twisted steel on the axostylus axostyle for the welding length of connecting twisted steel and axostylus axostyle is longer, and welding area is great, has not only solved the workman and has lifted to the job site, takes a lot of work and time, the lower problem of efficiency, and structural strength is high, and the durability of transport vechicle is strong, workman convenient to use is swift, and the conveying efficiency is high.
Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention; the primary objects and other advantages of the invention may be realized and attained by the structure particularly pointed out in the written description.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present invention;
fig. 2 is a schematic side view of an embodiment of the present invention.
Reference numerals: 1. an axle system; 11. a shaft lever; 12. a wheel; 2. a support framework; 21. connecting the twisted steel bars; 22. a table top framework; 23. supporting a reinforcing rod; 3. reinforcing the twisted steel; 4. a draw bar; 41. a support leg; 42. a sleeve; 43. a rotating shaft; 44. a connecting rod.
Detailed Description
The technical solutions of the present invention are described in detail below by way of examples, which are only exemplary and can be used only for explaining and explaining the technical solutions of the present invention, but not for explaining the limitations of the technical solutions of the present invention.
With reference to fig. 1 and 2, a self-made reinforcement cage and catheter transport vehicle comprises a wheel shaft system 1 and a support framework 2, wherein the wheel shaft system 1 comprises a shaft lever 11 and wheels 12 rotatably connected to the shaft lever 11, two reinforcing threaded steel bars 3 are welded on the shaft lever 11, the two reinforcing threaded steel bars 3 are welded in parallel with the shaft lever 11 and are arranged in a staggered manner, the support framework 2 comprises four connecting threaded steel bars 21 and a framework-shaped table top framework 22, one ends of the connecting threaded steel bars 21 are welded on the reinforcing threaded steel bars 3 and a wheel shaft, the other ends of the connecting threaded steel bars 21 are welded on the table top framework 22, the four connecting threaded steel bars 21 are divided into two groups, the two connecting threaded steel bars 21 of each group are positioned in the same plane and form a triangular structure with the table top framework 22, the two connecting threaded steel bars 21 of each group are respectively welded on different reinforcing threaded steel bars 3, and the two reinforcing threaded steel bars 3 are positioned between the two connecting threaded steel bars 21 of each group, one end of the table top framework 22 is fixedly welded with a traction rod 4.
Welding reinforcing twisted steel 3 on axostylus axostyle 11, reinforcing twisted steel 3 is isometric with axostylus axostyle 11 for connecting twisted steel 21 is longer with the welding length of axostylus axostyle 11, and the welding area is great, has not only solved the workman and has lifted to the job site, takes a lot of work and time, the lower problem of efficiency, and structural strength is high, and the durability of transport vechicle is strong, workman convenient to use is swift, and the conveying efficiency is high.
A plurality of supporting reinforcing rods 23 are welded between the connecting threaded steel bars 21 and the table top framework 22, so that the structural stability between the connecting threaded steel bars 21 and the table top framework 22 is high.
The bottom end of the traction rod 4 is provided with two support legs 41 which can be supported by the support legs 41, so that the lifting distance of the traction rod 4 is small, time and labor are saved, and the efficiency is high.
The traction rod 4 is in a V shape facing the table top framework 22, sleeves 42 are welded at the bottom ends of two sides of the traction rod 4 respectively, a rotating shaft 43 is connected in the sleeves 42 in a rotating mode, two supporting legs 41 are welded on the rotating shaft 43, a connecting rod 44 is welded between the two supporting legs 41, the angles of the supporting legs 41 can rotate, and the supporting angles can be changed, so that the supporting effect is good.
The table top framework 22 is made of a plurality of phi 50 steel pipes by welding, and has convenient material taking and high structural strength. The table top framework 22 can also be made of phi 28 thread steel bars instead.
The traction rod 4 is made of phi 28 threaded steel bars through welding, has threads, increases friction and is convenient to control the transport vehicle.
The above description is only for the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any changes or substitutions that can be considered by those skilled in the art within the technical scope of the present invention should be covered by the protection scope of the present invention.

Claims (7)

1. The utility model provides a self-control steel reinforcement cage and pipe transport vechicle which characterized in that: including shaft system (1) and support chassis (2), shaft system (1) includes axostylus axostyle (11) and rotates wheel (12) of connection on axostylus axostyle (11), the welding has two reinforcing thread steel (3) on axostylus axostyle (11), two reinforcing thread steel (3) and axostylus axostyle (11) parallel weld just stagger the setting, support chassis (2) are including four connecting thread steel (21) and frame-like mesa skeleton (22), the one end welding of connecting thread steel (21) is on reinforcing thread steel (3) and shaft, the other end welding of connecting thread steel (21) is on mesa skeleton (22), four connecting thread steel (21) divide into two sets ofly, two connecting thread steel (21) of every group are located the coplanar and constitute triangular structure with mesa skeleton (22), two connecting thread steel (21) of every group weld respectively on different reinforcing thread steel (3) and two reinforcing thread steel (3) are located two of every group And a traction rod (4) is fixedly welded at one end of the table top framework (22) between the connecting threaded steel bars (21).
2. The self-made reinforcement cage and conduit transport cart of claim 1, wherein: a plurality of supporting reinforcing rods (23) are welded between the connecting threaded steel bars (21) and the table top framework (22).
3. The self-made reinforcement cage and conduit transport cart of claim 2, wherein: two support legs (41) are arranged at the bottom end of the traction rod (4).
4. The self-made reinforcement cage and conduit transport cart of claim 3, wherein: the traction rod (4) is V-shaped towards the table top framework (22), sleeves (42) are welded at the bottom ends of two sides of the traction rod (4) respectively, a rotating shaft (43) is connected to the sleeves (42) in a rotating mode, the two supporting legs (41) are welded on the rotating shaft (43), and a connecting rod (44) is welded between the two supporting legs (41).
5. The self-made reinforcement cage and conduit transport cart of claim 4, wherein: the table top framework (22) is formed by welding a plurality of phi 50 steel pipes.
6. The self-made reinforcement cage and conduit transport cart of claim 4, wherein: the table top framework (22) is formed by welding a plurality of phi 28 thread reinforcing steel bars.
7. The self-made reinforcement cage and conduit transport cart of claim 4, wherein: the traction rod (4) is made by welding phi 28 threaded steel bars.
CN202023031465.3U 2020-12-16 2020-12-16 Self-control steel reinforcement cage and pipe transport vechicle Active CN214112573U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202023031465.3U CN214112573U (en) 2020-12-16 2020-12-16 Self-control steel reinforcement cage and pipe transport vechicle

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202023031465.3U CN214112573U (en) 2020-12-16 2020-12-16 Self-control steel reinforcement cage and pipe transport vechicle

Publications (1)

Publication Number Publication Date
CN214112573U true CN214112573U (en) 2021-09-03

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CN (1) CN214112573U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114934678A (en) * 2022-04-06 2022-08-23 广州协安建设工程有限公司 Integral type consigning, sliding and installing construction method for full-glass curtain wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114934678A (en) * 2022-04-06 2022-08-23 广州协安建设工程有限公司 Integral type consigning, sliding and installing construction method for full-glass curtain wall

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