A cable-stayed bridge cable installation and lifting device
By designing a cable-stayed bridge cable installation and lifting device composed of truss load-bearing beam device, column support frame device and crane, the problem of existing equipment being unable to be reused and construction safety is low, safe and efficient cable-stayed cable installation is achieved, and construction costs are saved.
Patent Information
- Application Number
- CN202010516114.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2020-06-09
- Publication Date
- 2025-04-11
- Estimated Expiration
- 2040-06-09
AI Technical Summary
The existing cable-stayed cable installation equipment cannot be modified and reused multiple times, resulting in increased construction costs and resource waste. Especially in the construction of large-span cable-stayed bridges, the unsafety and construction risks of tower cranes are high.
A cable-stayed bridge cable installation and lifting device is designed. The device consists of a truss load-bearing beam device, a column support frame device and two cranes. It has a simple structure and high stability. It can be reused and adapted to the installation needs of different cable-stayed bridge cables.
This device can meet the installation needs of different cable-stayed bridge cables, ensure the safety and efficiency of cable-stayed cable installation, be reusable, save construction costs, and improve construction progress.
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Figure CN111533003B_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of long-span bridge construction, and in particular to a cable installation and lifting device for a cable-stayed bridge. Background Art
[0002] With the rapid development of my country's economy, the status of transportation engineering construction is particularly important; when roads have to cross large rivers, lakes, seas, railways, valleys and other areas with complex geological conditions or navigation boundaries, cable-stayed bridges, as a bridge that has both large spanning capacity and can reduce investment costs and construction difficulty, are increasingly used in current road construction. Especially in recent years, with the development of science and technology, cable-stayed bridges have been widely used in highways, railways, and dual-use bridges, and their spans are getting larger and larger. In such a background, cable-stayed bridges often encounter many problems during construction. For example, during the construction of cable-stayed bridges, a tower crane next to the tower column is usually used to complete the installation of the cable-stayed cable on the tower. However, as the span of the cable-stayed bridge increases, the tower column height increases, the length of the cable-stayed cable becomes longer and longer, and the weight of the cable-stayed cable becomes heavier. After the limited lifting capacity and height change of the tower crane, various insecurities of the tower crane are increased; and due to some restrictions on the shape of the tower column, some tower cranes are farther and farther away from the tower column during installation, which increases the safety risk of the tower crane; the larger the span of the cable-stayed bridge and the higher the tower column, the more cable-stayed cables there are, and the longer the installation time is, especially in typhoon areas, the higher the installation risk and construction cost of the cable-stayed cable; currently, winches are also used for installation on site, but the forms are different and cannot be reused, resulting in a large increase in construction costs and a large waste of resources. For this reason, it is particularly important to study a device suitable for lifting and installing cables for large-span cable-stayed bridges. Summary of the invention
[0003] The purpose of the present invention is to provide a cable-stayed bridge cable installation and lifting device to address the problems that the existing cable-stayed cable installation equipment cannot be modified and reused many times, resulting in a large waste of costs and resources. The device can meet the needs of different cable-stayed bridge cable installations and ensure the needs of cable-stayed cable installation. It has a simple structure, high stability, is relatively easy to disassemble, and can be reused, thereby saving construction costs and improving construction progress.
[0004] The technical solution of the present invention is: a cable-stayed bridge cable installation and lifting device, including an upper truss crossbeam, a lower truss load-bearing crossbeam, a column support frame device, a crossbeam, a cable-stayed beam, a small door frame device, a column, a cross-supporting channel steel, a crane, a longitudinal rod (channel steel), a lug plate, a tower body, a steering wheel, a lifting fixed pulley, a wire rope, and a hook.
[0005] The technical scheme of the present invention is: a cable-stayed bridge cable installation and lifting device, wherein the two ends of the first crossbar 6-1 are respectively welded to the first upper truss crossbeam 5-1 and the second upper truss crossbeam 5-2 to form an upper truss crossbeam a; the first lower crossbeam 2-1 and the second lower crossbeam 2-2 bracket are welded and connected by a transverse support channel steel 3 to form a lower truss load-bearing crossbeam h; the first left inclined beam 4-1 and the two ends 4-2 of the second left inclined beam are respectively welded to the left end of the lower truss load-bearing crossbeam h, and the two ends of the second crossbar 6-2 are respectively welded to the first left inclined beam 4-1 and the corresponding second left inclined beam 4-2 to form an upper truss left inclined beam b;
[0006] The two ends of the first right diagonal beam 4-3 and the second right diagonal beam 4-4 are respectively welded to the right end of the lower truss load-bearing beam h; the two ends of the third cross bar 6-3 are respectively welded to the third right diagonal beam 4-3 and the corresponding fourth right diagonal beam 4-4 to form the upper truss right diagonal beam c.
[0007] A first small door frame device d and a second small door frame device e with the same structure are respectively installed and fixed at the left and right ends of the lower truss load-bearing cross beam h, forming a truss load-bearing beam device M;
[0008] The bottom surfaces of the lower truss load-bearing beams h are respectively mounted and fixed on the tops of the column support devices n, and the embedded steel plates 13 and embedded steel bars 14 at the lower ends of the column support devices n are mounted on the tower body 15;
[0009] The first crane 7-1 and the second crane 7-2 are respectively installed and fixed on the lower truss load-bearing beam h; the first lifting wire rope 24-1 on the first crane 7-1 is set on the first lifting fixed pulley 23-1 and the first hook pulley 25-1 after passing through the first deflection pulley 16-1, and then one end of the first lifting wire rope 24-1 is connected and fixed to the first hook pulley 25-1;
[0010] The lifting wire rope 24-2 on the second crane 7-2 is installed on the second lifting fixed pulley 23-2 and the second hook pulley 25-2 after passing through the second diverting pulley 16-2, and one end of the second lifting wire rope 24-2 is connected and fixed to the second hook pulley 25-2; forming a cable-stayed bridge cable installation and lifting device.
[0011] The two ends of the first vertical rod 8-1 are welded to the first upper truss beam 5-1 and the first lower beam 2-1 respectively; the two ends of the second vertical rod 8-2 are welded to the second upper truss beam 5-2 and the second lower beam 2-2 respectively.
[0012] A second ear plate 12b is provided on the first upper truss beam 5-1 and the first lower load-bearing beam 2-1, respectively. A third ear plate 12c is provided on the second upper truss beam 5-2 and the second lower load-bearing beam 2-2, respectively. The two ends of the second diagonal brace rod 17 are respectively installed and fixed on the corresponding second ear plate 12b and third ear plate 12c.
[0013] The small gantry device described: the two ends of the first gantry upper beam 18-1 are welded to the upper ends of the first gantry column 19-1 and the second gantry column 19-2, and the two ends of the first gantry lower beam 21-1 are welded to the lower ends of the first gantry column 19-1 and the second gantry column 19-2; the two ends of the first gantry pull rod 20-1 are respectively welded to the first gantry upper beam 18-1 and the lower truss load-bearing beam h; forming a first small gantry device d; the second small gantry device e has the same structure and installation method as the first small gantry device d.
[0014] The said manual hoist for adjusting position: the first manual hoist for adjusting position 22-1 and the second manual hoist for adjusting position 22-2 are respectively installed on the first gantry upper crossbeam 18-1 and the second gantry upper crossbeam 18-2;
[0015] The steering pulleys: the first steering pulley 16-1 and the second steering pulley 16-2 are respectively mounted on the first position-adjusting manual hoist 22-1 and the second position-adjusting manual hoist 22-2;
[0016] The lifting fixed pulleys: the first hook 26-1 on the first lifting fixed pulley 23-1 and the second hook 26-2 on the second lifting fixed pulley 23-2 are respectively hung (connected) on the first door frame lower crossbeam 21-1 and the second door frame lower crossbeam 21-2.
[0017] In this embodiment, a column support frame is welded by using the first column 1-1, the second column 1-2, the third column 1-3 and the fourth column 1-4, the first transverse channel steel 9-1, the second transverse channel steel 9-2, the third transverse channel steel 9-3, the fourth transverse channel steel 9-4, the first longitudinal channel steel 10-1, the second longitudinal channel steel 10-2, the third longitudinal channel steel 10-3 and the fourth longitudinal channel steel 10-4; the first ear plates 12a with the same structure are respectively provided at the four inner corners of the front and rear and left and right column support frames; the two ends of the first strut 11-1 and the second strut 11-2 are respectively installed and fixed on the four first ear plates 12a in the front and rear column support frames; the two ends of the third strut 27 and the fourth strut 28 are respectively installed and fixed on the four first connecting ear plates 12a in the left and right column support frames; and a column support device n is assembled.
[0018] The beneficial effects of the present invention are: a cable-stayed bridge cable installation and lifting device, whose structure is mainly composed of a truss load-bearing beam device, a column support frame device and two cranes. The device can meet the installation of different cable-stayed bridge cables, ensure the needs of cable-stayed cable installation, has a simple structure, high stability, is relatively easy to disassemble, and can be reused, saving construction costs and improving construction progress. BRIEF DESCRIPTION OF THE DRAWINGS
[0019] The present invention is described in detail below with reference to the accompanying drawings and embodiments.
[0020] Figure 1 It is a elevation view of the overall structure of the present invention;
[0021] Figure 2 yes Figure 1 A top view of
[0022] Figure 3 yes Figure 1 Schematic diagram of the truss device structure;
[0023] Figure 4 yes Figure 1 A schematic diagram of the structure of a power lifting device;
[0024] Figure 5 yes Figure 3 AA section view of the middle truss device;
[0025] Figure 6 Left view of upper gantry;
[0026] Figure 7 It is a rear view of the column support frame device;
[0027] Figure 8 It is a right view of the column support frame device;
[0028] Fig. 9 It is the left view of the column support frame device.
[0029] In the figure, 1-1. the first column, 1-2. the second column, 1-3. the third column, 1-4. the fourth column, 2-1. the first lower beam, 2-2. the second lower beam, 3. the horizontal support channel steel, 4-1. the left inclined beam, 4-2. the left inclined beam, 5-1. the first upper truss beam, 5-2. the second upper truss beam, 6-1. the first cross bar, 6-2. the second cross bar, 7-1. the first power lifting device, 7-2. the second power lifting device, 8-1. the first vertical bar, 8-2. -2. Second vertical bar, 8-3. Third vertical bar, 8-4. Fourth vertical bar, 9-1. First transverse channel steel, 9-2. Second transverse channel steel, 9-3. Third transverse channel steel, 9-4. Fourth transverse channel steel, 10-1. First longitudinal channel steel, 10-2. Second longitudinal channel steel, 11-1. First support bar, 11-2. Second support bar, 11-3. Fifth support bar, 11-4. Sixth support bar, 12a. First ear plate, 12b. Second ear plate, 12c. Third ear plate, 13. Embedded steel plate, 14. Embedded steel bar, 15. Tower, 16-1. First steering wheel, 16-2. Second steering wheel, 17. Second diagonal brace, 18-1. First portal frame upper beam, 18-2. Second portal frame upper beam, 19-1. First portal frame column, 20-1. First portal frame tie rod, 20-2. Second portal frame tie rod, 19-2. Second portal frame column, 19-3. Third portal frame column, 21-1. First portal frame lower beam, 21-2. Second portal frame lower beam Beam, 23-1. The first lifting fixed pulley, 23-2. The second lifting fixed pulley, 24-1. The first steel wire rope, 24-2. The second steel wire rope, 25-1. The first hook pulley, 25-2. The second hook pulley, 27. The third support rod, 28. The fourth support rod, a. The upper truss crossbeam, b. The left inclined beam, c. The right truss inclined beam, d. The first small door frame device, e. The second small door frame device, h. The lower truss load-bearing crossbeam, m. The truss load-bearing beam, n. The column support device. DETAILED DESCRIPTION
[0030] Embodiments of the present invention are described in detail below, and examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals throughout represent the same or similar elements or elements having the same or similar functions.
[0031] In the description of the present invention, it should be noted that directional words, such as the terms "center", "lateral (X)", "longitudinal (Y)", "vertical (Z)", "length", "width", "thickness", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "clockwise", "counterclockwise", etc., indicating directions and positional relationships are based on the directions or positional relationships shown in the accompanying drawings, which are only for the convenience of narrating the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and cannot be understood as limiting the specific scope of protection of the present invention.
[0032] In addition, the terms "first" and "second" are used for descriptive purposes only and cannot be understood as indicating or implying relative importance or implicitly indicating the number of technical features. Therefore, the definition of "first" and "second" features can explicitly or implicitly include one or more of the features. In the description of the present invention, "several", "several" and "several" mean two or more, unless otherwise clearly and specifically defined.
[0033] The following is a further description of the specific implementation of the present invention in conjunction with the drawings of the specification, so that the technical solution and its beneficial effects of the present invention are clearer and more explicit. The following description of the embodiments with reference to the drawings is exemplary and intended to explain the present invention, and cannot be understood as limiting the present application.
[0034] See also Figure 1 , Figure 2 , Figure 3 , Figure 4 , Figure 5 and Figure 6 The embodiment of the present invention shown in the figure provides a cable-stayed bridge cable installation and lifting device; the two ends of several first cross bars 6-1 are respectively welded to the first upper truss cross beam 5-1 and the second upper truss cross beam 5-2 to form an upper truss cross beam a; several cross support channel steels 3 are welded to the corresponding beam walls of the first lower cross beam 2-1 and the second lower cross beam 2-2 to form a lower truss load-bearing cross beam h; the two ends of the first left inclined beam 4-1 and the second left inclined beam 4-2 are respectively welded to the left end of the lower truss load-bearing cross beam h, and the two ends of the second cross bar 6-2 are respectively welded to the first left inclined beam 4-1 and the corresponding second left inclined beam 4-2 to form an upper truss left inclined beam b;
[0035] The two ends of the first right diagonal beam 4-3 and the second right diagonal beam 4-4 are respectively welded to the right end of the lower truss load-bearing beam h; the two ends of the third cross bar 6-3 are respectively welded to the third right diagonal beam 4-3 and the corresponding fourth right diagonal beam 4-4 to form the upper truss right diagonal beam c.
[0036] A first small door frame device d and a second small door frame device e with the same structure are respectively installed and fixed at the left and right ends of the lower truss load-bearing cross beam h, forming a truss load-bearing beam device M;
[0037] The bottom surfaces of the lower truss load-bearing beams h are respectively mounted and fixed on the tops of the column support devices n, and the embedded steel plates 13 and embedded steel bars 14 at the lower ends of the column support devices n are mounted on the tower body 15;
[0038] The first crane 7-1 and the second crane 7-2 are respectively installed and fixed on the lower truss load-bearing beam h; the first lifting wire rope 24-1 on the first crane 7-1 is set on the first lifting fixed pulley 23-1 and the first hook pulley 25-1 after passing through the first deflection pulley 16-1, and then one end of the first lifting wire rope 24-1 is connected and fixed to the first hook pulley 25-1;
[0039] The lifting wire rope 24-2 on the second crane 7-2 is installed on the second lifting fixed pulley 23-2 and the second hook 25-2 pulley after passing through the second diverting pulley 16-2, and one end of the second lifting wire rope 24-2 is connected and fixed to the second hook 25-2 pulley; a cable-stayed bridge cable installation and lifting device is formed.
[0040] The two ends of the first vertical rods 8-1 are welded to the first upper truss beam 5-1 and the first lower beam 2-1 respectively; the two ends of the second vertical rods 8-2 are welded to the second upper truss beam 5-2 and the second lower beam 2-2 respectively.
[0041] A plurality of second ear plates 12b are respectively provided on the first upper truss beam 5-1 and the first lower load-bearing beam 2-1, and a plurality of third ear plates 12c are respectively provided on the second upper truss beam 5-2 and the second lower load-bearing beam 2-2. Both ends of a plurality of second diagonal braces 17 are respectively installed and fixed on the corresponding second ear plates 12b and third ear plates 12c.
[0042] The small gantry device described: the two ends of the first gantry upper beam 18-1 are welded to the upper ends of the first gantry column 19-1 and the second gantry column 19-2, and the two ends of the first gantry lower beam 21-1 are welded to the lower ends of the first gantry column 19-1 and the second gantry column 19-2; the two ends of the first gantry pull rod 20-1 are respectively welded to the first gantry upper beam 18-1 and the lower truss load-bearing beam h; forming a first small gantry device d; the second small gantry device e has the same structure and installation method as the first small gantry device d.
[0043] The said manual hoist for adjusting position: the first manual hoist for adjusting position 22-1 and the second manual hoist for adjusting position 22-2 are respectively installed on the first gantry upper crossbeam 18-1 and the second gantry upper crossbeam 18-2;
[0044] The steering pulleys: the first steering pulley 16-1 and the second steering pulley 16-2 are respectively mounted on the first position-adjusting manual hoist 22-1 and the second position-adjusting manual hoist 22-2;
[0045] The lifting fixed pulleys: the first hook 26-1 on the first lifting fixed pulley 23-1 and the second hook 26-2 on the second lifting fixed pulley 23-2 are respectively hung (connected) on the first door frame lower crossbeam 21-1 and the second door frame lower crossbeam 21-2.
[0046] See also Figure 7 , Figure 8 and Fig. 9 In the implementation manner, the first column 1-1, the second column 1-2, the third column 1-3 and the fourth column 1-4, the first transverse channel steel 9-1, the second transverse channel steel 9-2, the third transverse channel steel 9-3, the fourth transverse channel steel 9-4, the first longitudinal channel steel 10-1, the second longitudinal channel steel 10-2, the third longitudinal channel steel 10-3 and the fourth longitudinal channel steel 10-4 are welded to form a column support frame; the four inner corners of the front and rear and left and right column support frames are respectively provided with first ear plates 12a with the same structure; the two ends of the first strut 11-1 and the second strut 11-2 are respectively installed and fixed on the four first ear plates 12a in the front and rear column support frames; the two ends of the third strut 27 and the fourth strut 28 are respectively installed and fixed on the four first connecting ear plates 12a in the left and right column support frames; and the column support device n is assembled.
[0047] In this embodiment, the first crane 7 - 1 and the second crane 7 - 2 lift the stay cable independently, or the first crane and the second crane lift the stay cable simultaneously.
Claims
1. A cable-stayed bridge cable installation and lifting device, comprising an upper truss crossbeam, a lower truss load-bearing crossbeam, a column support frame device, a crossbeam, a cable-stayed beam, a small door frame device, a column, a cross-support channel steel, a crane, a longitudinal bar channel steel, a lug plate, a tower body, a steering wheel, a lifting fixed pulley, a wire rope, and a hook; its characteristics are: Weld the two ends of several first cross bars to the first upper truss cross beam and the second upper truss cross beam respectively; weld the cross support channel steel to the corresponding beam walls of the first lower cross beam and the second lower cross beam respectively; weld the two ends of the first left inclined beam and the second left inclined beam to the left end of the lower truss load-bearing cross beam respectively, and weld the two ends of the second cross bar to the first left inclined beam and the corresponding second left inclined beam respectively; weld the two ends of the first right inclined beam and the second right inclined beam to the right end of the lower truss load-bearing cross beam respectively; weld the two ends of the third cross bar to the third right inclined beam and the corresponding fourth right inclined beam respectively; and install and fix the first small door frame device and the second small door frame device of the same structure to the left and right ends of the lower truss load-bearing cross beam respectively; The bottom surfaces of the lower truss load-bearing beams are respectively installed and fixed on the top ends of the column support devices, and the embedded steel plates and embedded steel bars at the lower ends of the column support devices are installed on the tower body; the first crane and the second crane are respectively installed and fixed on the lower truss load-bearing beams; the first lifting wire rope on the first crane is sleeved on the first lifting fixed pulley and the first hook pulley after passing through the first deflection pulley, and then one end of the first lifting wire rope is connected and fixed to the first hook pulley; the lifting wire rope on the second crane is sleeved on the second lifting fixed pulley and the second hook pulley after passing through the second deflection pulley, and one end of the second lifting wire rope is connected and fixed to the second hook pulley; a cable-stayed bridge cable installation and lifting device is formed.
2. The cable-stayed bridge cable installation and lifting device according to claim 1 is characterized in that: The two ends of the first vertical rod are respectively welded to the first upper truss cross beam and the first lower cross beam; the two ends of several second vertical rods are respectively welded to the second upper truss cross beam and the second lower cross beam.
3. The cable-stayed bridge cable installation and lifting device according to claim 1 is characterized by: A plurality of second ear plates are respectively provided on the first upper truss cross beam and the first lower load-bearing beam, and a plurality of third ear plates are respectively provided on the second upper truss cross beam and the second lower load-bearing beam, and both ends of a plurality of second diagonal bracing rods are respectively installed and fixed on the corresponding second ear plates and third ear plates.
4. The cable-stayed bridge cable installation and lifting device according to claim 1 is characterized by: The two ends of the first portal frame upper beam are welded to the upper ends of the first portal frame column and the second portal frame column, and the two ends of the first portal frame lower beam are welded to the lower ends of the first portal frame column and the second portal frame column; the two ends of the first portal frame pull rod are respectively welded to the first portal frame upper beam and the lower truss load-bearing beam to form a first small portal frame device; the second small portal frame device has the same structure and installation method as the first small portal frame device.
5. The cable-stayed bridge cable installation and lifting device according to claim 1 is characterized by: The first position-adjusting manual hoist and the second position-adjusting manual hoist are respectively installed on the upper crossbeam of the first gantry and the second gantry upper crossbeam; the first steering pulley and the second steering pulley are respectively installed on the first position-adjusting manual hoist and the second position-adjusting manual hoist; the first hook on the first lifting fixed pulley and the second hook on the second lifting fixed pulley are respectively hung on the lower crossbeam of the first gantry and the second gantry lower crossbeam.
Citation Information
Patent Citations
Cable-stayed bridge cable installation lifting device
CN212315371U