CN209084179U - A kind of bilayer truss-like pipe frame structure - Google Patents

A kind of bilayer truss-like pipe frame structure Download PDF

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Publication number
CN209084179U
CN209084179U CN201821294540.5U CN201821294540U CN209084179U CN 209084179 U CN209084179 U CN 209084179U CN 201821294540 U CN201821294540 U CN 201821294540U CN 209084179 U CN209084179 U CN 209084179U
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CN
China
Prior art keywords
truss
steel
steel truss
support
pipe frame
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201821294540.5U
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Chinese (zh)
Inventor
Siyang Lu
卢思扬
Tan Xiao
肖坦
Tingyu Cai
蔡婷玉
Zhihong Ni
倪志红
Wenming Ren
任文明
Lixiong Zhang
张立雄
Weiping Guo
郭维平
Yongmei Jiang
蒋咏梅
Jie Dong
董杰
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China Sinogy Electric Engineering Co Ltd
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China Sinogy Electric Engineering Co Ltd
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Publication date
Application filed by China Sinogy Electric Engineering Co Ltd filed Critical China Sinogy Electric Engineering Co Ltd
Priority to CN201821294540.5U priority Critical patent/CN209084179U/en
Application granted granted Critical
Publication of CN209084179U publication Critical patent/CN209084179U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of double-deck truss-like pipe frame structures, including fixed bracket, steel truss and sliding intermediate support, the steel truss is equipped with herringbone web member, the fixed support vertical is fixed below the steel truss, the sliding intermediate support is perpendicularly fixed at below the steel truss, and the sliding intermediate support is located at the support bracket fastened side.The conventional existing double-deck stringer scheme of the double-deck truss-like integrated pipe frame structure substitution of the utility model, reasonable stress, saving steel, alleviate dead load, investment reduction, steel column spacing is small, column negligible amounts, avoid the situation of " pillar stands in great numbers ", more meet energy-saving and environment-friendly theory, and construction and installation are convenient, shape is light and handy, beautiful, be conducive to improve the image of entire plant area, and flexible form, strong applicability are promoted convenient for a wide range of.

Description

A kind of bilayer truss-like pipe frame structure
Technical field
The utility model relates to pipe frame structure field more particularly to a kind of double-deck truss-like pipe frame structures.
Background technique
Industrial working is typically provided with many double-layer pipeline supports, the pipeline on this double-layer pipeline support often diameter compared with Small, number of tubes is more, and pipeline pivot distance is small, and load is little, needs the double-deck stringer, and existing frequently-used bilayer pipe support generallys use Longitudinal bilayer steel beam structure, in order to meet degree of disturbing requirement, often girder steel section is big, steel using amount is big, appearance seems very clumsy, warp Ji property is poor, and steel column spacing is small, the more situation for easily causing " pillar stands in great numbers " of column quantity.
Therefore, there are also to be developed for the prior art.
Utility model content
Place in view of above-mentioned deficiencies of the prior art, the purpose of this utility model is to provide a kind of double-deck truss-like pipe supports Structure, it is intended to solve that existing double-layer pipeline support girder steel section is big, steel using amount is big, economy is poor, and steel column spacing it is small, The a fairly large number of problem of column.
In order to achieve the above object, the utility model takes following technical scheme:
A kind of bilayer truss-like pipe frame structure, including fixed bracket, steel truss and sliding intermediate support, the steel truss are set up There is herringbone web member, the fixed support vertical is fixed below the steel truss, and the sliding intermediate support is perpendicularly fixed at Below the steel truss, the sliding intermediate support is located at the support bracket fastened side.
Further, difference in height is 2m between the double-deck pipe support of the steel truss, and the Truss Joint spacing is 2.5m- 3m。
Further, the steel truss is hinged with the fixed bracket, the sliding intermediate support respectively.
The utility model compared with prior art the utility model has the advantages that the double-deck truss-like integrated pipe frame structure of the utility model The conventional existing double-deck stringer scheme of substitution, reasonable stress, saving steel alleviate dead load, investment reduction, steel column spacing Small, column negligible amounts, avoid the situation of " pillar stands in great numbers ", more meet energy-saving and environment-friendly theory, and construction and installation are convenient, outside Shape is light and handy, beautiful, is conducive to the image for improving entire plant area, and flexible form, and strong applicability is promoted convenient for a wide range of.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the double-deck truss-like pipe frame structure provided by the embodiment of the utility model.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain The utility model is not used to limit the utility model.
It should be noted that it can be directly another when element is referred to as " being fixed on " or " being set to " another element On one element or it may be simultaneously present centering elements.When an element is known as " being connected to " another element, it can To be directly to another element or may be simultaneously present centering elements.
It is only each other relatively it should also be noted that, the positional terms such as left and right, upper and lower in the utility model embodiment Concept or be reference with the normal operating condition of product, and should not be regarded as restrictive.
As shown in Figure 1, for a kind of double-deck truss-like pipe frame structure of the utility model specific embodiment,
Including fixed bracket 1, steel truss 3 and sliding intermediate support 2, the steel truss 3 is equipped with herringbone web member, described solid Fixed rack 1 is perpendicularly fixed at 3 lower section of steel truss, and the sliding intermediate support 2 is perpendicularly fixed at 3 lower section of steel truss, The sliding intermediate support 2 is located at the side of the fixed bracket 1.Load considers that dead load, pipeline are living when fixed bracket 1 designs Load, maintenance load, wind load, geological process, steel truss transmit load, sliding 3 computation model of intermediate support be Plane Steel Frame and Support, design load do not consider the longitudinal horizontal force that steel truss transmits, and the point of intersection of herringbone web member facilitates cross-brace girder steel Shelve connection, overhanging, pipeline turning and guarantee panel point stress and to form horizontal force transfer system with girt.
Specifically, difference in height is 2m between the double-deck pipe support of the steel truss 3, the 3 node spacing of steel truss is 2.5m- 3m.Two layers of pipe support height difference 2m, using this highly as the upper and lower profound rise of longitudinal steel truss 2, panel point spacing presses technique Requirement to fulcrum spacing positions 2.5-3m, is assured that the economic span of steel truss is 18m-20m through tentative calculation at this time.
Specifically, the steel truss 3 is hinged with the fixed bracket, the sliding intermediate support respectively.
The utility model in actual use, often uses two schemes, and scheme one is that round steel pipe truss-like is comprehensive Pipe support is closed, scheme two is H profile steel truss-like integrated pipe frame.
Specific embodiment one: 3 meters for choosing traditional arrangement are wide, and a temperature section of 80 meters long of the double-deck pipe support is had Body compares, and comparison result is shown in Table 1:
1 integrated pipe frame scheme Economic contrast of table
It can be seen that by the comparison of a typical segment comprehensive using utility model scheme one namely round steel pipe truss-like The H profile steel truss-like integrated pipe frame better economy of pipe support and utility model scheme two is closed, this conventional existing double-deck stringer scheme Steel using amount saves 28%-40%, and base concrete saves 20%, and the utility model is double it can be seen from specific embodiment one The conventional existing double-deck stringer scheme of layer truss-like integrated pipe frame structure substitution, reasonable stress, saving steel alleviate structure certainly Weight, investment reduction, steel column spacing is small, column negligible amounts, avoids the situation of " pillar stands in great numbers ", more meets energy-saving and environment-friendly reason It reads, and construction and installation are convenient, shape is light and handy, beautiful, be conducive to the image for improving entire plant area, and flexible form, strong applicability, Convenient for promoting on a large scale.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model Protection scope within.

Claims (3)

1. a kind of bilayer truss-like pipe frame structure, including fixed bracket, steel truss and sliding intermediate support, it is characterised in that: institute Steel truss is stated equipped with herringbone web member, the fixed support vertical is fixed below the steel truss, the sliding intermediate support It is perpendicularly fixed at below the steel truss, the sliding intermediate support is located at the support bracket fastened side.
2. bilayer truss-like pipe frame structure according to claim 1, it is characterised in that: the double-deck pipe support of the steel truss it Between difference in height be 2m, the Truss Joint spacing be 2.5m-3m.
3. bilayer truss-like pipe frame structure according to claim 1, it is characterised in that: the steel truss respectively with it is described solid Fixed rack, the sliding intermediate support are hinged.
CN201821294540.5U 2018-08-10 2018-08-10 A kind of bilayer truss-like pipe frame structure Expired - Fee Related CN209084179U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821294540.5U CN209084179U (en) 2018-08-10 2018-08-10 A kind of bilayer truss-like pipe frame structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821294540.5U CN209084179U (en) 2018-08-10 2018-08-10 A kind of bilayer truss-like pipe frame structure

Publications (1)

Publication Number Publication Date
CN209084179U true CN209084179U (en) 2019-07-09

Family

ID=67114435

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821294540.5U Expired - Fee Related CN209084179U (en) 2018-08-10 2018-08-10 A kind of bilayer truss-like pipe frame structure

Country Status (1)

Country Link
CN (1) CN209084179U (en)

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190709

Termination date: 20210810

CF01 Termination of patent right due to non-payment of annual fee