Riding track applied to high-altitude operation construction and construction method of riding track

Abstract

In order to solve the problem that the safety performance of existing riding track construction is poor, the riding track applied to high-altitude operation construction comprises a downward hanging structure, a riding track structure and a protective supporting structure, and the protective supporting structure comprises protective supporting assemblies corresponding to the downward hanging assemblies in a one-to-one correspondence mode; the protection supporting assembly comprises at least one protection rod body which is arranged between adjacent lower hanging pieces hung on the same roof system steel purline. The overall design is reasonable, the structure is simple, operation is convenient, the lower hanging structure, the riding track structure and the protection supporting structure are effectively combined, manpower and material resources can be effectively reduced, the construction period can be effectively shortened, the construction efficiency is improved, the labor intensity of constructors is reduced, meanwhile, the construction cost is reduced, the construction safety performance is ensured, and the construction period is shortened. And great convenience is brought to high-altitude construction work of constructors.

Description

Technical Field

[0001] The invention belongs to the technical field of horseways for aerial work construction, and in particular relates to a horseway for aerial work construction and a construction method thereof. Background Art

[0002] The roof system of large venues usually adopts a long-span steel structure as the structural force-bearing system, with a canopy on the upper part and a suspended ceiling below to realize the building function.

[0003] At present, the operating platforms used in the construction of canopies and suspended ceilings usually adopt the following methods: one is to set up a full-floor scaffolding under the roof. This method requires a lot of manpower, material resources and construction time to set up and dismantle the scaffolding, and the working surface under the roof is occupied, and it is impossible to work at the same time, which not only reduces the construction efficiency, but also increases the labor intensity of the construction workers.

[0004] The second is to use aerial platforms. This method requires a large number of mobile machinery to work crosswise, and its applicable scenarios are relatively limited. If the elevation of the vehicle surface under the roof changes greatly or the bearing capacity is low, a lot of reinforcement measures will be required. This method not only increases the construction cost, but also makes it difficult to ensure the safety performance of the construction, and brings great inconvenience to the construction workers' high-altitude construction work. Summary of the invention

[0005] In order to improve the construction efficiency of a high-altitude work horseway, the present invention provides a horseway used for high-altitude work construction and a construction method thereof.

[0006] A technical solution of a horseway applied to aerial work construction of the present invention is as follows:

[0007] A horseway used for high-altitude construction, characterized by comprising

[0008] A lower hanging structure, the lower hanging structure comprising at least two lower hanging components hung on adjacent steel purlins of the roof system, each group of lower hanging components comprising at least two lower hanging parts hung on the same steel purlin of the roof system;

[0009] A bridleway structure, the bridleway structure comprising at least one bridleway assembly laid between two adjacent sets of lower hanging assemblies, the bridleway assembly comprising at least one bridleway plate laid between adjacent lower hanging members;

[0010] A protective support structure includes protective support components corresponding to the lower hanging components one by one, and the protective support components include at least one protective rod body arranged between adjacent lower hanging components hung on the same roof system steel purlin.

[0011] Furthermore, the lower hanging member includes

[0012] An overall U-shaped lower hanging steel body, a first hanging leg is provided on one side of the lower hanging steel body, a second hanging leg is provided on the other side of the lower hanging steel body, and the length of the first hanging leg is longer than the length of the second hanging leg;

[0013] A horseway support beam, one end of which is hinged to the lower end of the second hanging leg of the hanging steel body through a first pin shaft, and the other end of which is fixedly installed on the lower position of the first hanging leg of the hanging steel body adjacent to its right side through a first bolt.

[0014] Furthermore, a rubber protective pad is provided at the position where the steel purlin of the roof system is hung with a lower hanging steel body to prevent the lower hanging steel body from damaging the anti-corrosion and fireproof protective layer coated on the outer surface of the steel purlin of the roof system. The rubber protective pad is arranged between the steel purlin of the roof system and the lower hanging steel body.

[0015] Furthermore, the lower hanging component also includes an anti-slip beam that can effectively prevent the lower hanging steel body from falling off the corresponding roof system steel purlin, one end of the anti-slip beam is hinged to the upper position of the first hanging foot of the lower hanging steel body through a second pin shaft, and the other end of the anti-slip beam is fixedly installed on the middle position of the second hanging foot of the lower hanging steel body through a second bolt.

[0016] Furthermore, the horseway board includes a horseway board, on both sides of one end of the horseway board are symmetrically provided with a first horseway support fastener hung on one of the horseway support beams, and on both sides of the other end of the horseway board are symmetrically provided with a second horseway support fastener hung on a horseway support beam adjacent to the horseway support beam on which the first horseway support fastener is hung.

[0017] Further, the distance between the first runway support fasteners is greater than the distance between the second runway support fasteners, and the distance between the second runway support fasteners plus the width of two second runway support fasteners is equal to the distance between the first runway support fasteners.

[0018] Furthermore, the protection rod body includes a protection rod, and the protection rod is arranged between adjacent lower hanging parts hung on the steel purlin of the same roof system through a supporting body.

[0019] Furthermore, the support body includes a support conversion part, which is fixedly installed on the middle position of the first hanging leg of the lower hanging steel body by a third bolt, and an "I"-shaped support part is welded on the support conversion part, and the two ends of the protective rod are respectively fixed by passing through adjacent "I"-shaped support parts.

[0020] The present invention also provides a method for constructing a bridleway for high-altitude construction, which is characterized by comprising the following steps:

[0021] The first step: determine the specific size of each component according to the overall size of the roof system, and process each component;

[0022] The second step: place the rubber protective pad at the position where the lower hanging parts need to be hung on the steel purlin of the cover system. After the rubber protective pad is placed, the lower hanging parts are hoisted and the lower hanging parts are hung on the steel purlin of the cover system to prevent the rubber protective pad from being placed.

[0023] The third step: rotate the anti-drop beam around the second pin shaft to the middle position of the second hanging foot and lock it with the second bolt, then rotate the horseway support beam around the second pin shaft to the lower position of the first hanging foot of the lower hanging steel body adjacent to the right side, and make it in a horizontal position, and lock it with the first bolt connection;

[0024] Step 4: Lay the horseway board on the two adjacent horseway support beams that have been fixed and connected. At the same time, install the support conversion piece on the middle position of the first hanging leg of the lower hanging steel body, and install the protection rod on the "X" shaped support piece welded on the support conversion piece to complete the construction of the high-altitude construction horseway;

[0025] Step 5: Check and accept the assembled bridleway. After passing the check and acceptance, it can be used. The construction personnel will use the bridleway to install the canopy system in this range.

[0026] Step 6: After completing the work in this area, the construction workers leave the bridleway and dismantle in reverse order according to steps 3 and 4;

[0027] Step 7: Flip the lower hanging piece along the vertical plane where the steel purlin of the cover system is located, then move it away, and finally remove the rubber protective pad from the steel purlin of the cover system;

[0028] Step 8: Repeat steps 3 to 7 until all the canopy and ceiling construction work on the roof is completed.

[0029] The present invention discloses a horseway for high-altitude construction and a construction method thereof. The horseway for high-altitude construction has a reasonable overall design, a simple structure, and is easy to operate. It effectively combines a hanging structure, a horseway structure, and a protective support structure, and can effectively reduce manpower and material resources and shorten the construction period. It not only improves the construction efficiency, but also reduces the labor intensity of the construction personnel, while also reducing the construction cost, ensuring the safety performance of the construction, and bringing great convenience to the construction personnel in the high-altitude construction work. BRIEF DESCRIPTION OF THE DRAWINGS

[0030] Figure 1 The present invention is a structural schematic diagram of a horseway used for high-altitude construction.

[0031] Figure 2The present invention is a structural schematic diagram of a lower hanging part of a horseway used for high-altitude construction being hung on a steel purlin of a roof system.

[0032] Figure 3 The present invention is a schematic structural diagram of a horseway panel for use in high-altitude construction.

[0033] Figure 4 It is a structural schematic diagram of a horseway panel used for high-altitude construction of the present invention hung on a horseway supporting crossbeam.

[0034] Figure 5 It is a structural schematic diagram of a support body of a horseway used for aerial work construction according to the present invention.

[0035] Figure 6 The present invention is a schematic structural diagram of a lower hanging part of a horseway used for aerial work construction being removed from a steel purlin of a roof system. DETAILED DESCRIPTION

[0036] The present invention is further described in detail below in conjunction with the accompanying drawings and specific embodiments. The advantages and features of the present invention will become more apparent from the following description and claims. It should be noted that the drawings are all in very simplified form and are not in precise proportions, and are only used to conveniently and clearly assist in explaining the purpose of the embodiments of the present invention.

[0037] Example 1

[0038] refer to Figures 1 to 6 In this embodiment, a horseway used for high-altitude construction includes a hanging structure 100, a horseway structure 200 and a protective support structure 300.

[0039] The lower hanging structure 100 includes at least two lower hanging components hung on adjacent steel purlins of the roof system, and each group of lower hanging components includes at least two lower hanging members 110 hung on the same steel purlin 400 of the roof system.

[0040] The bridleway structure 200 includes at least one bridleway assembly laid between two adjacent sets of lower hanging assemblies, and the bridleway assembly includes at least one bridleway plate 210 laid between adjacent lower hanging members 110 .

[0041] The protection support structure 300 includes protection support components corresponding to the lower hanging components one by one, and the protection support components include at least one protection rod body arranged between adjacent lower hanging components 110 hung on the same roof system steel purlin 400.

[0042] The lower hanging member 110 includes a U-shaped lower hanging steel body 111 and a horseway supporting beam 114. A first hanging leg 112 is provided on one side of the lower hanging steel body 111, and a second hanging leg 113 is provided on the other side of the lower hanging steel body 111. The length of the first hanging leg 112 is longer than that of the second hanging leg 113.

[0043] One end of the horseway support beam 114 is hinged to the lower end of the second hanging foot 113 of the lower hanging steel body 111 through the first pin shaft 600, and the other end of the horseway support beam 114 is fixedly installed on the lower position of the first hanging foot 112 of the lower hanging steel body 114 adjacent to its right side through the first bolt 800.

[0044] A rubber protective pad 500 is provided at the position where the steel purlin 400 of the roof system is hung with the lower hanging steel body to prevent the lower hanging steel body 111 from damaging the anti-corrosion and fireproof protective layer coated on the outer surface of the steel purlin of the roof system. The rubber protective pad 500 is arranged between the steel purlin 400 of the roof system and the lower hanging steel body 111.

[0045] The lower hanging member 110 also includes an anti-slip beam 115 that can effectively prevent the lower hanging steel body from escaping from the corresponding steel purlin 400 of the roof system. One end of the anti-slip beam 115 is hinged to the upper position of the first hanging foot 112 of the lower hanging steel body 111 through a second pin shaft 700, and the other end of the anti-slip beam 115 is fixedly installed to the middle position of the second hanging foot 113 of the lower hanging steel body 111 through a second bolt.

[0046] The walkway plate 210 includes a walkway plate 211, on both sides of one end of which are symmetrically provided first walkway support fasteners 212 hung on one of the walkway support beams 114, and on both sides of the other end of the walkway plate 211 are symmetrically provided second walkway support fasteners 213 hung on the walkway support beam adjacent to the walkway support beam 114 on which the first walkway support fasteners 212 are hung.

[0047] The distance between the first runway support fasteners 212 is greater than the distance between the second runway support fasteners 213 , and the distance between the second runway support fasteners 213 plus the width of two second runway support fasteners 213 is equal to the distance between the first runway support fasteners 212 .

[0048] The protection rod body 300 includes a protection rod 310 , and the protection rod 310 is disposed between adjacent lower hanging members hung on the same roof system steel purlin 400 through a supporting body 320 .

[0049] The support body 320 includes a support conversion member 321, which is fixedly installed on the middle position of the first hanging foot 112 of the lower hanging steel body 111 by a third bolt 900. An I-shaped support member 322 is welded on the support conversion member 321, and the two ends of the protective rod 310 are respectively fixed through adjacent I-shaped support members 322.

[0050] A method for constructing a horseway for high-altitude construction includes the following steps:

[0051] The first step: determine the specific size of each component according to the overall size of the roof system, and process each component;

[0052] The second step: place the rubber protective pad at the position where the lower hanging parts need to be hung on the steel purlin of the cover system. After the rubber protective pad is placed, the lower hanging parts are hoisted and the lower hanging parts are hung on the steel purlin of the cover system to prevent the rubber protective pad from being placed.

[0053] The third step: rotate the anti-drop beam around the second pin shaft to the middle position of the second hanging foot and lock it with the second bolt, then rotate the horseway support beam around the second pin shaft to the lower position of the first hanging foot of the lower hanging steel body adjacent to the right side, and make it in a horizontal position, and lock it with the first bolt connection;

[0054] Step 4: Lay the horseway board on the two adjacent horseway support beams that have been fixed and connected. At the same time, install the support conversion piece on the middle position of the first hanging leg of the lower hanging steel body, and install the protection rod on the "X" shaped support piece welded on the support conversion piece to complete the construction of the high-altitude construction horseway;

[0055] Step 5: Check and accept the assembled bridleway. It can be used after passing the check and acceptance. The construction personnel will use the bridleway to install the canopy system in this range.

[0056] Step 6: After completing the work in this area, the construction workers leave the bridleway and dismantle in reverse order according to steps 3 and 4;

[0057] Step 7: Flip the lower hanging piece along the vertical plane where the steel purlin of the cover system is located, then move it away, and finally remove the rubber protective pad from the steel purlin of the cover system;

[0058] Step 8: Repeat steps 3 to 7 until all the canopy and ceiling construction work on the roof is completed.

[0059] The present embodiment provides a horseway and a construction method for high-altitude construction. The horseway for high-altitude construction has a reasonable overall design, a simple structure, and is easy to operate. It adopts an effective combination of a hanging structure, a horseway structure, and a protective support structure, which can effectively reduce manpower and material resources and shorten the construction period. It not only improves the construction efficiency, but also reduces the labor intensity of the construction personnel, while also reducing the construction cost, ensuring the safety performance of the construction, and bringing great convenience to the construction personnel in the high-altitude construction work.

[0060] The above description is only a description of the preferred embodiments of the present invention, and is not intended to limit the scope of the present invention. Any changes or modifications made by a person skilled in the art based on the above disclosure shall fall within the scope of protection of the claims.

Claims

1. A horseway used for aerial work construction, characterized in that: include A lower hanging structure (100), the lower hanging structure (100) comprising at least two lower hanging components hung on adjacent steel purlins of the roof system, each group of lower hanging components comprising at least two lower hanging members (110) hung on the same steel purlin of the roof system; A bridleway structure (200), the bridleway structure (200) comprising at least one bridleway component laid between two adjacent groups of lower hanging components, the bridleway component comprising at least one bridleway plate (210) laid between adjacent lower hanging components; A protective support structure (300), the protective support structure (300) comprising protective support components corresponding to the lower hanging components one by one, the protective support components comprising at least one protective rod body arranged between adjacent lower hanging components hung on the same roof system steel purlin (400).

2. The horseway used for aerial work construction as claimed in claim 1, characterized in that: The lower hanging member (110) comprises A lower hanging steel body (111) which is in a U-shape as a whole, a first hanging leg (112) being provided on one side of the lower hanging steel body (111), and a second hanging leg (113) being provided on the other side of the lower hanging steel body (111), wherein the length of the first hanging leg (112) is longer than the length of the second hanging leg (113); A horseway support beam (114), one end of which is hinged to the lower end of a second hanging leg (113) of a lower hanging steel body (111) via a first pin shaft (600), and the other end of which is fixedly mounted to the lower position of a first hanging leg (112) of the lower hanging steel body (111) adjacent to the right side thereof via a first bolt (800).

3. The bridleway for high-altitude construction as claimed in claim 2, characterized in that: A rubber protective pad (500) is provided at the position where the steel purlin (400) of the roof system is hung with the lower hanging steel body (111) to prevent the lower hanging steel body from damaging the anti-corrosion and fireproof protective layer coated on the outer surface of the steel purlin of the roof system. The rubber protective pad (500) is arranged between the steel purlin (400) of the roof system and the lower hanging steel body (111).

4. The horseway used for aerial work construction as claimed in claim 2, characterized in that: The lower hanging member (110) further comprises an anti-slip beam (115) capable of effectively preventing the lower hanging steel body (111) from slipping off the corresponding steel purlin (400) of the roof system, one end of the anti-slip beam (115) being hinged to the upper position of the first hanging leg (112) of the lower hanging steel body (111) via a second pin shaft (700), and the other end of the anti-slip beam (115) being fixedly mounted to the middle position of the second hanging leg (113) of the lower hanging steel body via a second bolt.

5. The horseway used for aerial work construction as claimed in claim 1, characterized in that: The horseway board (210) comprises a horseway board (210), wherein first horseway support fasteners (212) hung on one of the horseway support crossbeams (114) are symmetrically arranged on both sides of one end of the horseway board (210), and second horseway support fasteners (213) hung on a horseway support crossbeam adjacent to the horseway support crossbeam on which the first horseway support fastener is hung are symmetrically arranged on both sides of the other end of the horseway board (211).

6. The bridleway for high-altitude construction as claimed in claim 5, characterized in that: The distance between the first runway support fasteners (212) is greater than the distance between the second runway support fasteners (213), and the distance between the second runway support fasteners (213) plus the width of two second runway support fasteners is equal to the distance between the first runway support fasteners (212).

7. The bridleway for high-altitude construction as claimed in claim 6, characterized in that: The protection rod body comprises a protection rod (310), and the protection rod (310) is arranged between adjacent lower hanging members (110) hung on the same roof system steel purlin (400) through a supporting body (320).

8. The bridleway for high-altitude construction as claimed in claim 7, characterized in that: The support body (320) includes a support conversion member (321), which is fixedly installed on the middle position of the first hanging leg of the lower hanging steel body by a third bolt (900), and an "I"-shaped support member (322) which is overall in the shape of an "I" is welded on the support conversion member (321), and the two ends of the protective rod (321) are respectively fixed by passing through adjacent "I"-shaped support members (322).

9. A method for constructing a horseway for high-altitude work, the method being based on the horseway for high-altitude work as claimed in any one of claims 1 to 8, characterized in that: The construction method comprises the following steps: The first step: determine the specific size of each component according to the overall size of the roof system, and process each component; The second step: place the rubber protective pad at the position where the lower hanging parts need to be hung on the steel purlin of the cover system. After the rubber protective pad is placed, the lower hanging parts are hoisted and the lower hanging parts are hung on the steel purlin of the cover system to prevent the rubber protective pad from being placed. The third step: rotate the anti-drop beam around the second pin shaft to the middle position of the second hanging foot and lock it with the second bolt, then rotate the horseway support beam around the second pin shaft to the lower position of the first hanging foot of the lower hanging steel body adjacent to the right side, and make it in a horizontal position, and lock it with the first bolt connection; Step 4: Lay the horseway board on the two adjacent horseway support beams that have been fixed and connected. At the same time, install the support conversion piece on the middle position of the first hanging leg of the lower hanging steel body, and install the protection rod on the "X" shaped support piece welded on the support conversion piece to complete the construction of the high-altitude construction horseway; Step 5: Check and accept the assembled bridleway. After passing the check and acceptance, it can be used. The construction personnel will use the bridleway to install the canopy system in this range. Step 6: After completing the work in this area, the construction workers leave the bridleway and dismantle in reverse order according to steps 3 and 4; Step 7: Flip the lower hanging piece along the vertical plane where the steel purlin of the cover system is located, then move it away, and finally remove the rubber protective pad from the steel purlin of the cover system; Step 8: Repeat steps 3 to 7 until all the canopy and ceiling construction work on the roof is completed.

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