Beam delivery device for assisting in building a beam body and construction method thereof

Abstract

The present invention discloses a beam delivery device for assisting in the construction of a beam body, comprising a support platform, a three-way jack, a sliding beam, a plurality of first supporting columns, and a second supporting column. The support platform comprises a support platform and a plurality of supporting legs connected to the bottom of the support platform. The three-way jack is arranged on the support platform and supported by the support platform. The sliding beam is located directly above the three-way jack, and the sliding beam is used to lift the beam body to be moved and link the beam body to be moved. A plurality of first supporting columns are supported by the support platform and are located directly below the sliding beam, and are used to temporarily support the sliding beam. The second supporting column is supported by the support platform and is used to temporarily support the beam body to be moved. On the basis of meeting the load-bearing requirements of the beam body, the strength requirements of the support platform are reduced. The present invention also discloses a construction method of a beam delivery device for assisting in the construction of a beam body.

Description

Technical Field

[0001] The present invention relates to the technical field of bridge transportation equipment, and in particular to a beam conveying device for assisting in building a beam body and a construction method thereof. Background Art

[0002] Many cross-sea bridges and viaducts require the beams to be slowly moved by bridge transportation equipment so that the bridges can be moved between the piers and supported by the piers. In the prior art, it is necessary to set up a support platform for intermediate connection, that is, to temporarily receive the beams. However, since the center of gravity of the beam will also move forward relative to the support platform during the forward movement, the steel pipe columns at various positions of the support platform must meet the strength requirements. That is to say, although the support platform has multiple steel pipe columns that act as foot supports, the center of gravity of the beam will gradually move, resulting in different pressures on each steel pipe column, and therefore each steel pipe column is required to have greater strength to prevent the support platform from being crushed by the beam. Summary of the invention

[0003] In order to overcome the deficiencies of the prior art, one of the objectives of the present invention is to provide a beam delivery device for assisting in building a beam body, which reduces the strength requirement of a support platform while meeting the load-bearing requirement of the beam body.

[0004] A second object of the present invention is to provide a construction method for a beam delivery device for assisting in building a beam body.

[0005] One of the purposes of the present invention is achieved by the following technical solution:

[0006] A beam delivery device for assisting in building a beam body includes:

[0007] A supporting platform, comprising a supporting table and a plurality of supporting feet connected to the bottom of the supporting table;

[0008] A three-way jack is arranged on the support platform and supported by the support platform;

[0009] A sliding beam is located directly above the three-way jack, and is used to lift the beam to be moved and to link the beam to be moved;

[0010] A plurality of first supporting columns, supported by the support platform and located directly below the sliding beam, and used for temporarily supporting the sliding beam;

[0011] The second supporting column is supported by the supporting platform and is used for temporarily supporting the beam to be moved.

[0012] Furthermore, the beam delivery device for assisting in building the beam body also includes a first distribution beam, the first distribution beam is supported by the three-way jack and is drivingly connected to the three-way jack, and the first distribution beam is located directly below the sliding beam.

[0013] Furthermore, a plurality of the first supporting columns are distributed at intervals along the length direction and the width direction of the sliding beam.

[0014] Furthermore, the top of the sliding beam is supported by a plurality of first pads, and the sliding beam supports the beam body to be moved through the first pads.

[0015] Furthermore, a second cushion block is connected to the top of the second supporting column, and the beam to be moved is supported by the second cushion block.

[0016] Furthermore, there are multiple second supporting columns, the extension direction of the multiple second supporting columns is parallel to the horizontal plane, and the multiple second supporting columns are arranged at intervals along the horizontal direction; the support platform supports a second distribution beam, and the second distribution beam is located directly below the multiple second supporting columns and supports the multiple second supporting columns.

[0017] Furthermore, the support platform is provided with a reinforcement structure, and the reinforcement structure is located directly below the three-way jack and the second distribution beam.

[0018] Furthermore, the reinforcement structure is a diagonal brace, and the bottom end of the diagonal brace is connected to the supporting foot.

[0019] Furthermore, there are multiple three-way jacks, and the first distribution beam is supported by multiple three-way jacks.

[0020] The second object of the present invention is achieved by adopting the following technical solution:

[0021] The construction method of the beam delivery device for assisting in building a beam body comprises the beam delivery device for assisting in building a beam body and the following steps:

[0022] Step a: the three-way jack lifts the sliding beam, and the sliding beam lifts the beam body to be moved;

[0023] Step b: extending the output portion of the three-way jack to drive the sliding beam to move horizontally, and linking the beam to be moved to move along the target direction;

[0024] Step c: the three-way jack drives the sliding beam to descend, so that the beam to be moved is supported by the second supporting column; the three-way jack continues to drive the sliding beam to descend, so that the sliding beam is supported by the first supporting column; the output part of the three-way jack continues to descend and is separated from the support of the sliding beam, and then the output part of the three-way jack is horizontally contracted;

[0025] Step d: repeating step a, step b and step c in sequence until the tail end of the sliding beam is close to the three-way jack;

[0026] Step e: the three-way jack drives the sliding beam to descend so that the beam to be moved is supported by the second supporting column, and after the sliding beam is separated from the beam to be moved, the output part of the three-way jack contracts horizontally to drive the sliding beam to retreat relative to the beam to be moved;

[0027] Step f: the output part of the three-way jack is lowered so that the sliding beam is supported by the first supporting column, and then the output part of the three-way jack is extended, and then the output part of the three-way jack is raised and lifts the sliding beam, and then the output part of the three-way jack continues to shrink horizontally to drive the sliding beam to continue to retreat relative to the beam body to be moved;

[0028] Step g: repeating step e and step f until the sliding beam returns to its initial position;

[0029] Step h: Repeat steps a to g until the beam to be moved is moved to the target position.

[0030] Compared with the prior art, the present invention has the following beneficial effects:

[0031] In the traditional jacking technology of the beam to be moved (steel truss), the fulcrum of the beam to be moved is constantly moving on the support platform, and all parts of the support platform need to be designed with the maximum load. The present invention optimizes the force characteristics of the support platform, specifically by supporting the sliding beam through a plurality of first supporting columns, and supporting and linking the beam to be moved through the sliding beam, so that the beam to be moved is weighed by the entire support platform, and the beam to be moved is supported by the part of the support platform located at the position of the three-way jack (thereby the strength of the part can be strengthened in a targeted manner, and there is no need to design all parts of the support platform with the maximum load); therefore, the problem of insufficient strength in the traditional jacking technology of the beam to be moved (steel truss) is overcome, and the material consumption of the support platform steel and the foundation is reduced, thereby reducing the cost. BRIEF DESCRIPTION OF THE DRAWINGS

[0032] Figure 1 This is a working effect diagram of the beam delivery device for assisting in building a beam body of the present invention; wherein the arrow points to the moving direction of the beam body to be moved;

[0033] Figure 2 for Figure 1 The cross-sectional view shows that the output part of the three-way jack is ready to lift the sliding beam and the beam to be moved;

[0034] Figure 3 for Figure 1 A cross-sectional view of the present invention shows that the output part of the three-way jack is driving the sliding beam and the beam to be moved to the target position;

[0035] Figure 4 for Figure 1 sectional view, at this time, the beam to be moved is supported by the second supporting column, the sliding beam and the beam to be moved are separated from the supporting relationship, and the sliding beam retreats relative to the beam to be moved;

[0036] Figure 5 for Figure 1 The cross-sectional view shows that the sliding beam has completed its retraction.

[0037] In the figure: 1. Support platform; 11. Support table; 12. Support foot; 13. Strengthening structure; 2. Three-way jack; 3. Sliding beam; 4. Beam to be moved; 5. First supporting column; 6. Second supporting column; 7. First distribution beam; 8. First cushion block; 9. Second cushion block; 10. Second distribution beam. DETAILED DESCRIPTION

[0038] The present invention is further described below in conjunction with the accompanying drawings and specific implementation methods. It should be noted that, under the premise of no conflict, the various embodiments or technical features described below can be arbitrarily combined to form a new embodiment.

[0039] It should be noted that when an element is referred to as being "fixed to" another element, it may be directly on the other element, or there may be an element centered thereon. When an element is considered to be "connected to" another element, it may be directly connected to the other element, or there may be an element centered thereon. The terms "vertical", "horizontal", "left", "right" and similar expressions used herein are for illustrative purposes only and do not represent the only implementation method.

[0040] Unless otherwise defined, all technical terms and scientific terms used herein have the same meaning as those commonly understood by those skilled in the art of the present invention. The terms used in the specification of the invention herein are only for the purpose of describing specific embodiments and are not intended to limit the present invention. The term "and / or" used herein includes any and all combinations of one or more of the related listed items.

[0041] Figure 1-Figure 5 A beam conveying device for assisting in the construction of a beam body according to a preferred embodiment of the present invention is shown, comprising a support platform 1, a three-way jack 2, a sliding beam 3, a plurality of first supporting columns 5, and a second supporting column 6 (in the present embodiment, a plurality of second supporting columns 6 are also preferably provided).

[0042] The support platform 1 includes a support table 11 and a plurality of support legs 12 connected to the bottom of the support table 11. Obviously, the support legs 12 play the role of supporting the support table 11 and are indispensable. Figure 2-Figure 5As the beam 4 to be moved moves to the right, its center of gravity will gradually move to the right, so that the strength of the support feet 12 at various positions of the support platform 1 must be designed with the highest strength to avoid a certain support foot 12 from being crushed.

[0043] The three-way jack 2 is arranged on the support platform 11 and supported by the support platform 11. According to the function of the mature three-way jack 2, its output part can not only move horizontally, but also move up and down, so as to link the sliding beam 3 to move horizontally and move up and down.

[0044] The sliding beam 3 is located directly above the three-way jack 2. When the output portion of the three-way jack 2 rises, the sliding beam 3 can be lifted and driven. The sliding beam 3 is used to lift the beam body 4 to be moved and link the beam body 4 to be moved.

[0045] The plurality of first supporting columns 5 are supported by the supporting platform 11 and are located directly below the sliding beam 3 , and are used to temporarily support the sliding beam 3 so that the output portion of the three-way jack 2 can be separated from the sliding beam 3 .

[0046] The second supporting column 6 is supported by the supporting platform 11 and is used to temporarily support the beam body 4 to be moved, so that the sliding beam 3 and the beam body 4 to be moved can be separated from each other.

[0047] In the traditional jacking technology for the beam body 4 (steel truss) to be moved, the fulcrum of the beam body 4 to be moved is constantly moving on the support platform 1, and all parts of the support platform 1 need to be designed with the maximum load. The present invention optimizes the force characteristics of the support platform 1, specifically by supporting the sliding beam 3 through a plurality of first supporting columns 5, and supporting and linking the beam body 4 to be moved through the sliding beam 3, so that the beam body 4 to be moved is weighed by the support platform 1 as a whole, and the beam body 4 to be moved is supported by the part of the support platform 1 located at the position of the three-way jack 2 (thereby the strength of the part can be strengthened in a targeted manner, and there is no need to design all parts of the support platform 1 with the maximum load); therefore, the problem of insufficient strength in the traditional jacking technology for the beam body 4 (steel truss) to be moved is overcome, and the material consumption of the steel and foundation of the support platform 1 is reduced, thereby reducing the cost.

[0048] Preferably, see Figure 1 The beam delivery device for assisting in building the beam body also includes a first distribution beam 7, which is supported by the three-way jack 2 and is drivingly connected to the three-way jack 2. The first distribution beam 7 is located directly below the sliding beam 3. By adding the first distribution beam 7, multiple three-way jacks 2 can synchronously support the first distribution beam 7, so that the lifting process of the sliding beam 3 is more stable.

[0049] Preferably, see Figure 1The plurality of first supporting columns 5 are distributed at intervals along the length direction and the width direction of the sliding beam 3 to more evenly distribute the weight of the beam body 4 to be moved, thereby further reducing the strength requirement of a single supporting leg 12 .

[0050] Preferably, see Figure 1 The top of the sliding beam 3 supports a plurality of first pads 8, and the sliding beam 3 supports the beam body 4 to be moved through the first pads 8. In this way, the first pads 8 can buffer the rigid contact force between the sliding beam 3 and the beam body 4 to be moved to avoid damage to the beam body. Preferably, similarly, the top of the second supporting column 6 is connected to a second pad 9, and the beam body 4 to be moved is supported through the second pad 9.

[0051] Preferably, see Figure 1 , there are multiple second supporting columns 6, the extension direction of the multiple second supporting columns 6 is parallel to the horizontal plane, and the multiple second supporting columns 6 are arranged at intervals along the horizontal direction; the support platform 11 supports the second distribution beam 10, and the second distribution beam 10 is located directly below the multiple second supporting columns 6 and supports the multiple second supporting columns 6. In this way, each second supporting column 6 can be supported by the second distribution beam 10 at the same time, and the distribution beam is supported by the support platform 11, so that the support platform 11 can be uniformly squeezed by the second distribution beam 10 to avoid the phenomenon of insufficient local strength. In this way, it is only necessary to strengthen the support platform 11 locally to support the second distribution beam 10.

[0052] Preferably, see Figure 1 The support platform 1 is provided with a reinforcement structure 13, which is located directly below the three-way jack 2 and the second distribution beam 10. Preferably, the reinforcement structure 13 is a diagonal brace, and the bottom end of the diagonal brace is connected to the support foot 12. It can be understood that as an alternative to the diagonal brace, the local thickness of the support platform 1 can be directly strengthened, or the local material can be changed to improve its strength.

[0053] Preferably, a plurality of three-way jacks 2 are provided, and the first distribution beam 7 is supported by a plurality of three-way jacks 2. This arrangement enables the beam conveying device for assisting in the construction of the beam body to convey heavier steel trusses.

[0054] The present invention also discloses a construction method of a beam delivery device for assisting in building a beam body, comprising the beam delivery device for assisting in building a beam body and the following steps:

[0055] Step a: The three-way jack 2 lifts the sliding beam 3, and enables the sliding beam 3 to lift the beam body 4 to be moved.

[0056] Step b (see Figure 3): Extend through the output part of the three-way jack 2 to drive the sliding beam 3 to move horizontally, and link the beam body 4 to be moved along the target direction.

[0057] Step c: the three-way jack 2 drives the sliding beam 3 to descend, so that the beam body 4 to be moved is supported by the second supporting column 6 (second cushion block 9); the three-way jack 2 continues to drive the sliding beam 3 to descend, so that the sliding beam 3 is supported by the first supporting column 5 (first cushion block 8); the output part of the three-way jack 2 continues to descend and is separated from the support for the sliding beam 3, and then the output part of the three-way jack 2 contracts horizontally.

[0058] Step d: See Figure 4 , repeat step a, step b and step c in sequence until the tail end of the sliding beam 3 is close to the three-way jack 2.

[0059] Step e: The three-way jack 2 drives the sliding beam 3 to descend so that the beam body 4 to be moved is supported by the second supporting column 6, and after the sliding beam 3 is separated from the beam body 4 to be moved, the output part of the three-way jack 2 contracts horizontally to drive the sliding beam 3 to retreat relative to the beam body 4 to be moved.

[0060] Step f: The output part of the three-way jack 2 descends so that the sliding beam 3 is supported by the first supporting column 5, and then the output part of the three-way jack 2 extends, and then the output part of the three-way jack 2 rises and lifts the sliding beam 3, and then the output part of the three-way jack 2 continues to contract horizontally to drive the sliding beam 3 to continue to retreat relative to the beam body 4 to be moved.

[0061] Step g: See Figure 5 , repeat step e and step f until the sliding beam 3 returns to its initial position (ie, until the front end of the sliding beam 3 is close to the three-way jack 2).

[0062] Step h: Repeat steps a to g until the beam 4 to be moved is moved to the target position.

[0063] Obviously, the construction method of the beam delivery device for assisting in the construction of the beam body repeatedly delivers the beam body 4 to be moved by the sliding beam 3 in a progressive manner, thereby finally delivering the beam body 4 to be moved to the target position. This delivery process solves the problem that each part of the support platform 1 needs to be designed with the maximum load.

[0064] The above-mentioned embodiments are only preferred embodiments of the present invention and cannot be used to limit the scope of protection of the present invention. Any non-substantial changes and substitutions made by technicians in this field on the basis of the present invention shall fall within the scope of protection required by the present invention.

Claims

1. A beam delivery device for assisting in the construction of a beam body, characterized in that: include A support platform (1) comprises a support platform (11) and a plurality of support legs (12) connected to the bottom of the support platform (11); A three-way jack (2) is arranged on the support platform (11) and supported by the support platform (11); A sliding beam (3) is located directly above the three-way jack (2), and the sliding beam (3) is used to lift the beam body (4) to be moved and to link the beam body (4) to be moved; A plurality of first supporting columns (5), supported by the support platform (11) and located directly below the sliding beam (3), and used to temporarily support the sliding beam (3), wherein the plurality of first supporting columns (5) are distributed at intervals along the length direction and the width direction of the sliding beam (3); A second supporting column (6) is supported by the supporting platform (11) and is used to temporarily support the beam body (4) to be moved. A plurality of second supporting columns (6) are provided. The extension direction of the plurality of second supporting columns (6) is parallel to the horizontal plane. The plurality of second supporting columns (6) are arranged at intervals in the horizontal direction. The supporting platform (11) supports a second distribution beam (10). The second distribution beam (10) is located directly below the plurality of second supporting columns (6) and supports the plurality of second supporting columns (6). A first distribution beam (7), wherein the three-way jacks (2) are provided in plurality, the first distribution beam (7) is supported by the plurality of the three-way jacks (2) and is drivingly connected to the three-way jacks (2), and the first distribution beam (7) is located directly below the sliding beam (3).

2. The beam delivery device for assisting in building a beam body according to claim 1, characterized in that: The top of the sliding beam (3) is supported by a plurality of first cushion blocks (8), and the sliding beam (3) supports the beam body (4) to be moved via the first cushion blocks (8).

3. The beam delivery device for assisting in building a beam body according to claim 1, characterized in that: The top of the second supporting column (6) is connected to a second cushion block (9), and the beam body (4) to be moved is supported by the second cushion block (9).

4. The beam delivery device for assisting in building a beam body according to claim 1, characterized in that: The support platform (1) is provided with a reinforcement structure (13), and the reinforcement structure (13) is located directly below the three-way jack (2) and the second distribution beam (10).

5. The beam delivery device for assisting in building a beam body according to claim 4, characterized in that: The reinforcement structure (13) is an oblique brace, and the bottom end of the oblique brace is connected to the supporting foot (12).

6. A construction method for a beam delivery device for assisting in the construction of a beam body, characterized in that: It comprises a beam delivery device for assisting in building a beam body according to any one of claims 1 to 5 and the following steps: Step a: the three-way jack (2) lifts the sliding beam (3), and the sliding beam (3) lifts the beam body (4) to be moved; Step b: extending the output portion of the three-way jack (2) to drive the sliding beam (3) to move horizontally, and linking the beam body (4) to be moved to move along the target direction; Step c: the three-way jack (2) drives the sliding beam (3) to descend, so that the beam body (4) to be moved is supported by the second supporting column (6); the three-way jack (2) continues to drive the sliding beam (3) to descend, so that the sliding beam (3) is supported by the first supporting column (5); the output part of the three-way jack (2) continues to descend and is separated from the support of the sliding beam (3), and then the output part of the three-way jack (2) is horizontally contracted; Step d: repeating step a, step b and step c in sequence until the tail end of the sliding beam (3) is close to the three-way jack (2); Step e: the three-way jack (2) drives the sliding beam (3) to descend so that the beam body (4) to be moved is supported by the second supporting column (6), and after the sliding beam (3) is separated from the beam body (4) to be moved, the output part of the three-way jack (2) is horizontally contracted to drive the sliding beam (3) to retreat relative to the beam body (4) to be moved; Step f: the output part of the three-way jack (2) is lowered so that the sliding beam (3) is supported by the first supporting column (5), then the output part of the three-way jack (2) is extended, then the output part of the three-way jack (2) is raised and lifts the sliding beam (3), then the output part of the three-way jack (2) continues to contract horizontally to drive the sliding beam (3) to continue to retreat relative to the beam body (4) to be moved; Step g: repeating steps e and f until the sliding beam (3) returns to its initial position; Step h: repeating steps a to g until the beam (4) to be moved is moved to the target position.

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