CN220190401U - High-altitude electromechanical pipeline conversion bracket for steel truss system building - Google Patents

High-altitude electromechanical pipeline conversion bracket for steel truss system building Download PDF

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Publication number
CN220190401U
CN220190401U CN202321774513.9U CN202321774513U CN220190401U CN 220190401 U CN220190401 U CN 220190401U CN 202321774513 U CN202321774513 U CN 202321774513U CN 220190401 U CN220190401 U CN 220190401U
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China
Prior art keywords
steel
steel truss
pipeline
electromechanical pipeline
system building
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CN202321774513.9U
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Chinese (zh)
Inventor
曾平
陈景镇
吕凯芳
胡泽铭
林凤英
刘华长
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China Construction Fourth Engineering Division Corp Ltd
China Construction Fourth Engineering Bureau Construction and Development Co Ltd
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China Construction Fourth Engineering Division Corp Ltd
China Construction Fourth Engineering Bureau Construction and Development Co Ltd
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Abstract

The utility model discloses a steel truss system building high-altitude electromechanical pipeline conversion bracket which comprises steel truss steel beams and electromechanical pipelines, wherein the steel truss steel beams are detachably connected with pipeline brackets through a suspender assembly, the conversion brackets are arranged between the adjacent pipeline brackets, and the electromechanical pipelines are detachably fixed on the conversion brackets. According to the utility model, the steel truss steel beam is connected with the pipeline brackets by utilizing the hoop members to be matched with the suspenders, and then the conversion brackets are arranged between the adjacent pipeline brackets, so that the electromechanical pipeline is arranged on the conversion brackets through the pipe clamps, and the electromechanical pipeline can be arranged on the steel truss steel beam with overlarge pipeline bracket spacing.

Description

High-altitude electromechanical pipeline conversion bracket for steel truss system building
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a high-altitude electromechanical pipeline conversion bracket for a steel truss system building.
Background
With the development of the economy and the continuous progress of the science and technology in China, the large-span space steel structure with different forms is widely applied to buildings such as stadiums, exhibition centers, theatres, large-scale markets, airport stations and the like. The structure of the electromechanical support and hanger commonly used in the market at present is complex, the installation process is often needed to be pre-buried, drilled and welded, the operation efficiency is low, the installation quality is not easy to be guaranteed, and the electromechanical pipeline hanger is generally not allowed to be installed in a welded mode on the main truss of the steel structure, so that the structural safety and the integral effect are affected, and the traditional welding connection method cannot be adopted. Besides the main truss, the upper chord and the lower chord in other areas cannot be fixed at will, and square grids with fixed point spacing of 4.5 meters and 4.5 meters can be provided. Therefore, when the distance between the pipeline supporting and hanging frames is more than 3 meters, the electromechanical pipeline cannot be directly installed on the steel structure main truss.
Disclosure of Invention
The utility model provides a steel truss system building high-altitude electromechanical pipeline conversion bracket which can effectively solve the problems.
The utility model is realized in the following way:
the utility model provides a steel truss system building high altitude electromechanical pipeline conversion support, includes steel truss girder steel and electromechanical pipeline, its characterized in that, steel truss girder steel is connected with the pipeline support through the jib subassembly can be dismantled, and installs the conversion support between the adjacent pipeline support to electromechanical pipeline is fixed in on the conversion support.
As a further improvement, the electromechanical conduit is detachably mounted on the switch bracket by means of a pipe clamp and a third bolt.
As a further improvement, the jib subassembly includes staple bolt spare and jib, and wherein the both sides of this staple bolt spare are buckled downwards symmetry and are formed the fastener, and this staple bolt spare can be dismantled through the fastener and connect on steel truss girder steel, and the middle part of this fastener is provided with the connecting hole, and this jib one end passes the connecting hole and can dismantle with the staple bolt spare and be connected, and this jib is kept away from the one end of staple bolt spare relatively and can dismantle with the pipeline support and be connected.
As a further improvement, the specification of the hoop member is adapted to the specification of a steel truss girder, wherein the steel truss girder is a rectangular square tube with the specification of 300mm×300mm×20mm, and the hoop member is a stainless steel sheet with the specification of 300mm×300mm×3 mm.
As a further improvement, the conversion bracket is connected with the pipe bracket through a second bolt, the conversion bracket is 125mm×12mm equilateral angle steel, the pipe bracket is 16#a channel steel, and the second bolt is an M16 hexagon head high strength bolt.
As a further improvement, two bolt holes are formed in the fastener, two sides of the fastener are respectively connected with the steel truss girder by two first bolts, and the first bolts are M16 hexagon high-strength bolts.
As a further improvement, the pipe clamp is of an inverse U-shaped structure, the specification of the pipe clamp is 500mm×600mm×3mm, and the third bolt is an M12 hexagon head high strength bolt.
As a further improvement, the two ends of the suspender are fixed by adopting a double-nut and gasket structure, wherein the specification of the suspender is phi 20, and the load born by a single suspender is 14KN.
The beneficial effects of the utility model are as follows: through utilizing staple bolt spare and jib cooperation with steel truss girder steel, make steel truss girder steel and pipeline support connection, then install the conversion support between adjacent pipeline support to make electromechanical pipeline pass through the pipe clamp and install in the conversion support, thereby realized that electromechanical pipeline can install on the too big steel truss girder steel of pipeline support interval.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some examples of the present utility model and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic diagram of the overall structure of a steel truss system building high-altitude electromechanical pipeline conversion bracket of the utility model;
FIG. 2 is a schematic view of a partial enlarged structure of FIG. 1A;
fig. 3 is a schematic cross-sectional view of the hoop of fig. 1.
Reference numerals:
the steel truss comprises a 1-steel truss girder, 2-hoop parts, 3-first bolts, 4-suspenders, 5-electromechanical pipelines, 6-pipe clamps, 7-third bolts, 8-double nuts with gaskets, 9-second bolts, 10-pipeline brackets, 11-conversion brackets, 12-fasteners, 13-connecting holes and 14-bolt holes.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments. All other embodiments, based on the embodiments of the utility model, which are apparent to those of ordinary skill in the art without inventive faculty, are intended to be within the scope of the utility model. Thus, the following detailed description of the embodiments of the utility model, as presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, based on the embodiments of the utility model, which are apparent to those of ordinary skill in the art without inventive faculty, are intended to be within the scope of the utility model.
In the description of the present utility model, the terms "upper," "lower," "upper," "two ends," and the like refer to an orientation or positional relationship based on that shown in the drawings, for convenience of description and simplicity of description, and do not indicate or imply that the apparatus or elements referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the utility model.
Referring to fig. 1-3, this embodiment provides a high-altitude electromechanical pipeline conversion support of steel truss system building, including steel truss girder 1 and electromechanical pipeline 5, wherein this steel truss girder 1 is connected with pipeline support 10 through jib 4 subassembly can be dismantled, and is adjacent install conversion support 11 between the pipeline support 10, and then has formed the jib 4 overall structure that can bear weight, and electromechanical pipeline 5 detachable is fixed in conversion support 11, has realized the installation of steel truss system building high-altitude electromechanical pipeline 5 through jib 4 subassembly, pipeline support 10 and conversion support 11 on steel truss girder 1 promptly to above-mentioned mounting structure is simple and convenient, has improved the efficiency of construction.
Further, the boom 4 assembly comprises a hoop member 2 and a boom 4, wherein two sides of the hoop member 2 are downwards and symmetrically bent to form a fastener 12, the hoop member 2 is detachably connected to the steel truss steel beam 1 through the fastener 12, a connecting hole 13 is formed in the middle of the fastener 12, one end of the boom 4 passes through the connecting hole 13 to be detachably connected with the hoop member 2, and one end, far away from the hoop member 2, of the boom 4 is detachably connected with the pipeline bracket 10; the two groups of anchor ear pieces 2 are sleeved on the steel truss steel girder 1, then the anchor ear pieces 2 penetrate through bolt holes 14 on fasteners 12 of the two groups of anchor ear pieces 2 through first bolts 3 to be fixed, so that the positions where the hanging rods 4 are installed can be adjusted according to the lengths of the steel truss steel girder 1 better by installing the anchor ear pieces 2, the installation stability of the electromechanical pipeline 5 can be improved by installing multiple groups of hanging rod 4 components, and the anchor ear pieces 2 are arranged to be of a structure of two groups of buckles, so that the forces borne by the hanging rods 4 can be better dispersed, and the bearing load of the hanging rods 4 is improved.
Further, the electromechanical pipeline 5 is fixed on the conversion bracket 11 through the pipe clamp 6 with the inverted U-shaped structure, and the pipe clamp 6 is connected with the conversion bracket 11 through the third bolt 7, and the electromechanical pipeline 5 is fixed through the pipe clamp 6 with the inverted U-shaped structure, so that the electromechanical pipeline 5 is less prone to shaking, namely, the installation of the electromechanical pipeline 5 is more stable.
In this embodiment, the concrete installation mode of the conversion bracket 11 of the high-altitude electromechanical pipeline 5 of the steel truss system building and the model specification of each component are as follows:
the steel truss steel beam 1 is a rectangular square tube with the size of 300mm multiplied by 20mm, the steel truss steel beam 1 is also connected with a hoop member 2 with the size of 300mm multiplied by 3mm and made of stainless steel through a first bolt 3 with the model of M16 hex head high-strength bolt, namely the size and the size of the hoop member 2 are configured according to the size and the size of the steel truss steel beam 1, so that the hoop member 2 can be more stably connected with the steel truss steel beam 1, the bearing load of the hoop member 2 can be enhanced, the middle part of a fastener 12 of the hoop member 2 is provided with a connecting hole 13, the upper end of a suspender 4 with the size of phi 20 is connected with the hoop member 2 through the connecting hole 13, the lower end of the suspender 4 is connected with a pipeline bracket 10 with the size of 16# A channel steel, and the upper end and the lower end of the suspender 4 are both fixed in a double nut and gasket 8 mode, so that the bearing load of a single suspender 4 can reach 14KN; and a conversion bracket 11 with the specification of 125mm multiplied by 12mm equilateral angle steel is also arranged between the adjacent pipeline brackets 10, and the conversion bracket 11 is connected with the pipeline brackets 10 through a second bolt 9 with the model of M16 hexagon head high-strength bolts.
The electromechanical pipe 5 is fixed on the conversion bracket 11 through a pipe clamp 6, and the pipe clamp 6 is connected with the conversion bracket 11 through a third bolt 7 of a high-strength bolt with a model M12, wherein the pipe clamp 6 has a reverse U-shaped structure with the model of 500mm multiplied by 600mm multiplied by 3 mm; the electromechanical pipeline 5 is fixed through the pipe clamp 6 with the reverse U-shaped structure, so that the electromechanical pipeline 5 is not easy to shake, namely, the electromechanical pipeline 5 is more stable to install.
The working principle of the utility model is as follows:
during construction, the specification and the size of the anchor ear piece 2 are configured according to the size of the steel truss steel beam 1, wherein the fasteners 12 on two sides of the anchor ear piece 2 are connected with the steel truss steel beam 1 through the first bolts 3, the middle part of each fastener 12 of the anchor ear piece 2 is provided with a connecting hole 13, the upper end of the suspender 4 passes through the connecting hole 13 and is fixed with the anchor ear piece 2 through a double-nut gasket 8, the lower end of the suspender 4 is fixedly connected with the pipeline bracket 10 through the double-nut gasket 8, then the conversion bracket 11 is installed between the pipeline brackets 10, after the structure is installed into a whole, the electromechanical pipeline 5 is placed on the conversion bracket 11, and is fixed through the pipe clamp 6 and the third bolts 7. The advantages of this installation are: when later maintenance or demolishs, only need to loosen each bolt that each of staple bolt piece 2, jib 4, pipeline support 10 and conversion support 11 played the connection function, alright demolish the tuber pipe to realized the simplification of installation and dismantlement, also can reach the effect of installation material reuse.
The above description is only of the preferred embodiments of the present utility model and is not intended to limit the present utility model, and various modifications and variations may be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.

Claims (8)

1. The utility model provides a steel truss system building high altitude electromechanical pipeline conversion support, includes steel truss girder steel and electromechanical pipeline, its characterized in that, steel truss girder steel is connected with the pipeline support through the jib subassembly can be dismantled, and installs the conversion support between the adjacent pipeline support to electromechanical pipeline is fixed in on the conversion support.
2. The steel truss system building high-altitude electromechanical pipeline conversion support of claim 1, wherein the electromechanical pipeline is detachably mounted on the conversion support through a pipe clamp and a third bolt.
3. The steel truss system building high-altitude electromechanical pipeline conversion support according to claim 1, wherein the boom assembly comprises a hoop member and a boom, wherein two sides of the hoop member are bent downwards symmetrically to form a fastener, the hoop member is detachably connected to the steel truss steel beam through the fastener, a connecting hole is formed in the middle of the fastener, one end of the boom penetrates through the connecting hole to be detachably connected with the hoop member, and one end of the boom, which is relatively far away from the hoop member, is detachably connected with the pipeline support.
4. A steel truss system building high-altitude electromechanical pipeline conversion support according to claim 3, wherein the specification of the hoop member is adapted to the specification of a steel truss steel beam, wherein the steel truss steel beam is a rectangular square tube with the specification of 300mm x 20mm, and the hoop member is a stainless steel sheet with the specification of 300mm x 3 mm.
5. The steel truss system building high-altitude electromechanical pipeline conversion support according to claim 1, wherein the conversion support is connected with the pipeline support through a second bolt, the conversion support is 125mm×12mm equilateral angle steel, the pipeline support is 16#a channel steel, and the second bolt is an M16 hexagon head high-strength bolt.
6. The steel truss system building high-altitude electromechanical pipeline conversion support according to claim 3, wherein two bolt holes are formed in the fastener, two sides of the fastener are respectively connected with the steel truss steel beam by two first bolts, and the first bolts are M16 hexagon head high-strength bolts.
7. The steel truss system building high-altitude electromechanical pipeline conversion support according to claim 2, wherein the pipe clamp is of an inverse U-shaped structure, the specification of the pipe clamp is 500mm multiplied by 600mm multiplied by 3mm, and the third bolt is an M12 hexagon head high-strength bolt.
8. A steel truss system building high-altitude electromechanical pipeline conversion support according to claim 3, wherein both ends of the hanger rod are fixed by adopting a double-nut gasket-added structure, wherein the specification of the hanger rod is Φ20, and the bearable load of a single hanger rod is 14KN.
CN202321774513.9U 2023-07-06 2023-07-06 High-altitude electromechanical pipeline conversion bracket for steel truss system building Active CN220190401U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321774513.9U CN220190401U (en) 2023-07-06 2023-07-06 High-altitude electromechanical pipeline conversion bracket for steel truss system building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321774513.9U CN220190401U (en) 2023-07-06 2023-07-06 High-altitude electromechanical pipeline conversion bracket for steel truss system building

Publications (1)

Publication Number Publication Date
CN220190401U true CN220190401U (en) 2023-12-15

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ID=89112427

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321774513.9U Active CN220190401U (en) 2023-07-06 2023-07-06 High-altitude electromechanical pipeline conversion bracket for steel truss system building

Country Status (1)

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CN (1) CN220190401U (en)

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