Variable-diameter steel pipe transportation auxiliary device
By designing variable diameter steel pipe transportation auxiliary devices, the use of tracks and winch systems to achieve flexible transportation of steel pipes, the transportation difficulties under the limitations of the construction environment are solved, and construction efficiency and material adaptability are improved.
Patent Information
- Application Number
- CN202422754560.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-12
- Publication Date
- 2025-09-05
- Estimated Expiration
- 2034-11-12
AI Technical Summary
The prior art is difficult to effectively transport steel pipes in complex construction environments, especially in scenarios such as narrow spaces and deep foundation pits. Traditional equipment cannot directly deliver the pipes to a predetermined position, and conventional slide rail systems can only transport a single type of steel pipe, which limits the flexibility and efficiency of construction materials.
A variable diameter steel pipe transportation auxiliary device is designed, including tracks, steel plate brackets, walking steel wheels and winches. The steel pipes are moved through the steel plate brackets on the tracks, and the steel pipes are transported by the winch to pull the steel plate brackets to realize the transport of steel pipes, and the removable main and secondary brackets are adapted to steel pipes of different sizes.
It realizes flexible transportation of steel pipes of different sizes in complex construction environments, improves construction efficiency and material versatility, and meets the needs of modern construction.
Smart Images

Figure CN223303496U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of steel pipe transportation devices, in particular to a diameter-variable steel pipe transportation auxiliary device. Background Art
[0002] During the construction of infrastructure such as urban water supply and sewage treatment, the construction environment is often complex, especially during the pipeline laying stage. When the pipeline needs to pass through narrow streets or areas with dense cables above it, traditional transport vehicles and lifting equipment are unable to directly deliver the pipes to the predetermined location due to space limitations, which brings great challenges to construction. Similarly, in the field of water conservancy and hydropower engineering, faced with deep foundation pit operations that need to be formed by slope excavation, the limited space at the bottom of the foundation pit is insufficient to support the normal operation of the crane; in addition, the distance from the foundation pit opening line to the center line of the pipeline is too large, which further limits the possibility of the crane directly transporting the pipeline, making the construction difficulty significantly increased. In addition, the existing conventional slide rail trolley system has significant limitations. They are usually only capable of transporting a single type of steel pipe. This singleness not only limits the flexibility of construction materials, but also greatly reduces the overall construction efficiency, and cannot meet the needs of modern and efficient construction. Summary of the Invention
[0003] The technical problem to be solved by the utility model is to provide a variable diameter steel pipe transportation auxiliary device to solve the problem that the pipes cannot be transported into place due to restrictions on construction working conditions.
[0004] In order to solve the above technical problems, the technical solution adopted by the utility model is: a variable-diameter steel pipe transportation auxiliary device, including a track laid on the concrete layer of the bottom plate for pipe sheathing, a steel plate bracket is slidably installed on the track, and walking steel wheels adapted to the track are rotatably installed at both ends and the middle of the steel plate bracket, winches are fixedly arranged at both ends of the track, and traction rings for connecting the wire rope on the winch are provided at both ends of the steel plate bracket, and main brackets are equidistantly arranged on the steel plate bracket along the length direction, and a sub-bracket adapted to the outer diameter of the steel pipe is detachably installed on the main bracket, and arc grooves are provided on the tops of the main bracket and the sub-bracket, and the inner diameter of the arc groove of the main bracket is larger than the inner diameter of the arc groove of the sub-bracket.
[0005] Preferably, a frame main beam is provided at the edge of the steel plate bracket, the frame main beam includes a cross beam and a longitudinal beam, and the main bracket is fixed on the cross beam.
[0006] Preferably, the ends of the main bracket and the auxiliary bracket are correspondingly provided with connection holes for movable bolts to pass through, and the connection holes at one end are distributed in a triangular shape, and the movable bolts are threadedly connected to the crossbeam.
[0007] Preferably, the sub-bracket includes a first sub-bracket, a second sub-bracket and a third sub-bracket, the inner diameters of the arc-shaped grooves at the top of which decrease successively.
[0008] Preferably, the traveling steel wheel is fixed at the bottom of the longitudinal beam, and the traveling steel wheel includes a steel wheel hub, a bearing, a mounting shaft and a reinforcing steel plate. The reinforcing steel plate is a channel steel, and a notch of the reinforcing steel plate is set at the bottom. A mounting shaft is rotatably installed in the reinforcing steel plate through a bearing, and the steel wheel hub is fixed on the mounting shaft.
[0009] Preferably, an I-beam is welded to the bottom of the suspended portion of the track, and dowel bars are vertically fixedly provided in the concrete layers on both sides of the track, and the dowel bars are welded to the track.
[0010] This utility model provides a variable-diameter steel pipe transportation auxiliary device. The steel pipe is supported by a main bracket on a steel plate bracket, which is supported by rails for movement. Two winches pull the steel plate bracket for movement, enabling the transfer of the steel pipe. Different types of auxiliary brackets can be installed on the main bracket to support steel pipes of different sizes, enhancing the versatility of the steel pipe transportation auxiliary device. The device has a simple overall structure and enables the transportation of steel pipes under restricted construction conditions. BRIEF DESCRIPTION OF THE DRAWINGS
[0011] The present invention will be further described below with reference to the accompanying drawings and embodiments:
[0012] Figure 1 It is the front view of the embodiment of the utility model.
[0013] Figure 2 It is a side view of an embodiment of the present utility model.
[0014] Figure 3 It is a top view of an embodiment of the present utility model.
[0015] Figure 4 Schematic diagram of the structure of various brackets in the embodiment of the present utility model.
[0016] Figure 5 This is a schematic diagram of the structure of an embodiment of the utility model during tilted transportation.
[0017] Figure 6 This is a schematic diagram of the structure of an embodiment of the utility model during horizontal transportation.
[0018] In the figure: 1. Steel plate bracket; 2. Frame main beam; 3. Walking steel wheel; 1.1 Main bracket; 1.2. Movable bolt; 1.3. First sub-bracket; 1.4. Second sub-bracket; 1.5. Third sub-bracket; 2.1. Crossbeam; 2.2. Longitudinal beam; 2.3. Traction ring; 3.1. Steel wheel hub; 3.2. Bearing; 3.3. Mounting shaft; 3.4. Reinforcement steel plate. DETAILED DESCRIPTION
[0019] like Figure 1-6As shown, the utility model provides a variable-diameter steel pipe transportation auxiliary device, including a track laid on a concrete layer of a bottom plate for pipe sheathing, and is characterized in that: a steel plate bracket 1 is slidably installed on the track, and walking steel wheels 3 adapted to the track are rotatably installed at both ends and the middle of the steel plate bracket 1, and winches are fixedly arranged at both ends of the track, and traction rings 2.3 for connecting the wire rope on the winch are provided at both ends of the steel plate bracket 1, and main brackets 1.1 are equidistantly arranged on the steel plate bracket 1 along the length direction, and a sub-bracket adapted to the outer diameter of the steel pipe is detachably installed on the main bracket 1.1, and arc grooves are provided on the tops of the main bracket 1.1 and the sub-bracket, and the inner diameter of the arc groove of the main bracket 1.1 is larger than the inner diameter of the arc groove of the sub-bracket.
[0020] The steel plate bracket 1 is a rectangular frame structure. The main bracket 1.1 and the auxiliary bracket are made of 20mm steel plates. Holes are opened at the ends of the main bracket 1.1 and the auxiliary bracket for the movable bolts 1.2 to pass through.
[0021] The steel plate bracket 1 is installed with main brackets 1.1 at equal intervals according to the length. In the figure, four main brackets 1.1 are installed, which can provide stable support for the steel pipe.
[0022] The transportation of steel pipes includes the following steps:
[0023] Step 1: Process and assemble the steel plate bracket 1, frame main beam 2 and walking steel wheel 3 according to the pipeline size determined by the design drawings and the actual situation on site.
[0024] Step 2: Lay the track according to the spacing of the walking steel wheels 3. Channel steel or I-beam can be used for the track. The track is usually arranged on the pipe-wrapped bottom plate concrete. The partially suspended parts can be reinforced with I-beams. The joints of the track are connected by welding. Rebars can be driven into the concrete on both sides of the track and welded to the track to fix the track, thereby ensuring that the trolley can run smoothly on the track.
[0025] Step 3: After track laying and acceptance, install the winch. The winch traction rope passes through the traction ring 2.3 and is connected to the steel pipe transportation auxiliary device.
[0026] Step 4: Hoist the steel pipe onto the steel plate bracket 1 and fix it, and use the winch to provide power to pull the steel pipe transportation auxiliary device to the predetermined installation position.
[0027] Step 5: Once the pipe transport assist device has reached its intended installation location, weld four lugs to the outer ends of the pipe using steel plates to serve as support points for the jack. Lift the pipe using the jack, remove the pipe transport assist device, and then lower the jack to allow the pipe to land. After the rails have been cut and removed, adjust the pipe's positioning.
[0028] like Figure 1-4As shown, the edge of the steel plate bracket 1 is provided with a frame main beam 2, which includes a cross beam 2.1 and a longitudinal beam 2.2. The main bracket 1.1 is fixed to the cross beam 2.1. The cross beam 2.1 is generally a 120mm×300mm×20mm steel plate, and the longitudinal beam 2.2 is made of square steel.
[0029] like Figure 1-4 As shown. The ends of the main bracket 1.1 and the auxiliary bracket are provided with corresponding connection holes for the movable bolts 1.2 to pass through. The connection holes at one end are arranged in a triangular pattern. The movable bolts 1.2 are threadedly connected to the crossbeam 2.1. The main bracket 1.1 is directly mounted on the crossbeam 2.1, and the auxiliary bracket can be further mounted on the main bracket 1.1. The auxiliary bracket has a smaller support range than the main bracket 1.1, so when using the auxiliary bracket for support, it will not be interfered with by the main bracket 1.1.
[0030] like Figure 4 The auxiliary brackets include a first auxiliary bracket 1.3, a second auxiliary bracket 1.4, and a third auxiliary bracket 1.5, each with its inner diameter decreasing in sequence. The three different types of auxiliary brackets, combined with the main bracket 1.1, can provide limited support for steel pipes of four sizes.
[0031] like Figure 1-4 As shown, the traveling steel wheel 3 is fixed to the bottom of the longitudinal beam 2.2 and comprises a steel wheel hub 3.1, a bearing 3.2, a mounting shaft 3.3, and a reinforcing steel plate 3.4. The reinforcing steel plate 3.4 is a channel steel with a notch at the bottom. The mounting shaft 3.3 is rotatably mounted within the reinforcing steel plate 3.4 via the bearing 3.2. The steel wheel hub 3.1 is fixed to the mounting shaft 3.3. The reinforcing steel plate 3.4 is directly mounted to the bottom of the longitudinal beam 2.2 and serves as the mounting frame for the steel wheel hub 3.1. The steel wheel hub 3.1 is fabricated from a φ100mm steel column cut and welded with a wheel attachment.
[0032] like Figure 5 As shown. An I-beam is welded to the bottom of the suspended portion of the track. Dowel bars are vertically fixed within the concrete layer on both sides of the track and welded to the track. For tracks constructed with I-beams, the bottom of the steel hub 3.1 is located within the cavity at the top of the track, fitting with the end walls of the hub 3.1 to limit its position.
Claims
1. A variable diameter steel pipe transportation auxiliary device, comprising a track laid on a concrete layer of a pipe covering base plate, characterized in that: A steel plate bracket (1) is slidably mounted on the track, and walking steel wheels (3) adapted to the track are rotatably mounted at both ends and the middle of the steel plate bracket (1), and winches are fixedly arranged at both ends of the track, and traction rings (2.3) for connecting the wire rope on the winch are provided at both ends of the steel plate bracket (1), and the steel plate bracket (1) is equidistantly mounted with main brackets (1.1) along the length direction, and a sub-bracket adapted to the outer diameter of the steel pipe is detachably mounted on the main bracket (1.1), and an arc groove is provided on the top of the main bracket (1.1) and the sub-bracket, and the inner diameter of the arc groove of the main bracket (1.1) is larger than the inner diameter of the arc groove of the sub-bracket.
2. The variable diameter steel pipe transportation auxiliary device according to claim 1, characterized in that: A frame main beam (2) is provided at the edge of the steel plate bracket (1), the frame main beam (2) comprises a cross beam (2.1) and a longitudinal beam (2.2), and the main bracket (1.1) is fixed on the cross beam (2.1).
3. The variable diameter steel pipe transportation auxiliary device according to claim 2, characterized in that: Connecting holes for movable bolts (1.2) to pass through are correspondingly provided at the ends of the main bracket (1.1) and the auxiliary bracket, and the connecting holes at one end are distributed in a triangular shape. The movable bolts (1.2) are threadedly connected to the crossbeam (2.1).
4. The variable diameter steel pipe transportation auxiliary device according to claim 3, characterized in that: The auxiliary bracket comprises a first auxiliary bracket (1.3), a second auxiliary bracket (1.4), and a third auxiliary bracket (1.5), the inner diameters of the arc-shaped grooves at the top of which decrease in sequence.
5. The variable diameter steel pipe transportation auxiliary device according to claim 2, characterized in that: The traveling steel wheel (3) is fixed to the bottom of the longitudinal beam (2.2), and comprises a steel wheel hub (3.1), a bearing (3.2), a mounting shaft (3.3), and a reinforcing steel plate (3.4). The reinforcing steel plate (3.4) is a channel steel, a notch of the reinforcing steel plate (3.4) is provided at the bottom, a mounting shaft (3.3) is rotatably mounted in the reinforcing steel plate (3.4) via the bearing (3.2), and the steel wheel hub (3.1) is fixed on the mounting shaft (3.3).
6. The variable diameter steel pipe transportation auxiliary device according to claim 1, characterized in that: An I-steel is welded to the bottom of the suspended portion of the track, and dowel bars are vertically fixedly arranged in the concrete layers on both sides of the track, and the dowel bars are welded to the track.