CN206034637U - Steel space frame ball joint point is reserved and is overhauld packway steel bearing - Google Patents

Steel space frame ball joint point is reserved and is overhauld packway steel bearing Download PDF

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Publication number
CN206034637U
CN206034637U CN201620922023.2U CN201620922023U CN206034637U CN 206034637 U CN206034637 U CN 206034637U CN 201620922023 U CN201620922023 U CN 201620922023U CN 206034637 U CN206034637 U CN 206034637U
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CN
China
Prior art keywords
packway
base
steel
reserved
lower boom
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
CN201620922023.2U
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Chinese (zh)
Inventor
陈伟
章艳平
高成名
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Railway 11th Bureau Group Co Ltd
Original Assignee
China Railway 11th Bureau Group Construction and Installation Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Railway 11th Bureau Group Construction and Installation Engineering Co Ltd filed Critical China Railway 11th Bureau Group Construction and Installation Engineering Co Ltd
Priority to CN201620922023.2U priority Critical patent/CN206034637U/en
Application granted granted Critical
Publication of CN206034637U publication Critical patent/CN206034637U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a steel space frame ball joint point is reserved and is overhauld packway steel bearing. Including a spherical base, the base top is installed one perpendicularly and is supported the steel pipe, and it has the platform to support the welding of steel pipe top, and the platform top is the horizontal plane, the base have four lower chords along the round welding of middle side, the lower chord along an angle of 90 degrees degree interval distribution, constitutes the cross on being in same horizontal plane, the base on still be provided with four web members, the web member becomes 45 degrees contained angles with the plane that the lower chord was located, the horizontal projection of web member is in between per two lower chords simultaneously, is 45 degrees with the horizontal projection contained angle of adjacent lower chord. The utility model discloses simple structure, simple manufacture, job site are installed simplyr, and it can provide stable rigid connection support and stress point for packway to shorten construction period and construction cost greatly, solves the current most of packway of steel space frame and has the slight problem of rocking and restrict the ceiling void.

Description

The reserved maintenance packway bridle iron of Elements of Space Grid Truss ball node
Technical field
This utility model is related to construction technology of steel configuration field, is related specifically to a kind of reserved maintenance horse of Elements of Space Grid Truss ball node Road bridle iron.
Background technology
Steel grid structure engineering is more and more wider with building field large span large spatial structure application, and steel grid structure application is got over Come more.The space structure that steel grid structure is linked by node according to certain grid configuration by plurality of rods part.Have The advantages of space-load is little, lightweight, rigidity is big, anti-seismic performance is good;Can be used as gymnasium, cinema, show room, Waiting Lounge, The roof system of the buildings such as Stadium canopy, hangar, two-way Large Column Spacing workshop.Have the disadvantage to intersect at the rod member quantity on node More, fabrication and installation are complicated compared with planar structure.
Mostly using the bottom stress of lower boom ball node, stressed member is mainly ball node bottom to Elements of Space Grid Truss maintenance packway Screw rod, there are problems that trickle rocking and affecting the ceiling void on this packway after people.
The content of the invention
Technical problem to be solved in the utility model is the defect for overcoming prior art, there is provided a kind of simple structure, can Provide stable be rigidly connected bearing and stress point to packway, solve the most of packways of existing Elements of Space Grid Truss exist it is trickle rock and The reserved maintenance packway bridle iron of Elements of Space Grid Truss ball node of the problem of the restriction ceiling void.
To achieve these goals, this utility model is employed the following technical solutions:
The reserved maintenance packway bridle iron of Elements of Space Grid Truss ball node, it is characterised in that include a spherical base, on base Side is vertically installed with a supporting steel pipe, and supporting steel pipe welded top has platform, and table top is horizontal plane;Described base edge One lap welding of medial side face is connected to four lower booms, and lower boom is spaced apart along an angle of 90 degrees degree on same horizontal plane, is constituted Cross;Be additionally provided with four web members on described base, web member with the plane residing for lower boom in angle of 45 degrees, while web member Floor projection between each two lower boom, be 45 degree with the floor projection angle of adjacent lower boom.
In such scheme, it is hollow in the middle of described lower boom, lower boom is also equipped with leading to the connecting portion of base Hole, fixes for middle wire rope handling.
In such scheme, it is hollow in the middle of described web member, web member is also equipped with through hole with the connecting portion of base, uses Fix in middle wire rope handling.
This utility model is had the advantages that as a result of above-mentioned technical proposal:
This utility model simple structure, make simple, job site and install simpler, greatly shorten construction period and construction Cost can provide stable be rigidly connected bearing and stress point to packway, and the most of packways of the existing Elements of Space Grid Truss of solution exist trickle Rock and restrict the problem of the ceiling void.
Description of the drawings
Fig. 1 is the structure chart of this utility model embodiment;
Fig. 2 is the overall top view of this utility model embodiment;
In figure:1 base, 2 supporting steel pipes, 3 platforms, 4 lower booms, 5 web members.
Specific embodiment
In order that content of the present utility model is readily apparent understood, below according to specific embodiment and with reference to attached Figure, is described in further detail to this utility model.
The reserved maintenance packway bridle iron of the Elements of Space Grid Truss ball node as shown in Fig. 1 Fig. 2, includes a spherical base 1, base 1 upper vertical is provided with a supporting steel pipe 2, and 2 welded top of supporting steel pipe has platform 3, is horizontal plane at the top of platform 3;It is described Base 1 be connected to four lower booms 4 along one lap welding of medial side face, lower boom 4 on same horizontal plane, along between an angle of 90 degrees degree Every distribution, cross is constituted;It is additionally provided with four web members 5 on described base 1, web member 5 and the plane residing for lower boom 4 are into 45 Degree angle, while the floor projection of web member 5 is between each two lower boom 4, it is equal with the floor projection angle of adjacent lower boom 4 For 45 degree.
In the present embodiment, it is hollow in the middle of described lower boom 4, lower boom 4 is also equipped with the connecting portion of base 1 Through hole, fixes for middle wire rope handling.
In the present embodiment, it is hollow in the middle of described web member 5, web member 5 is also equipped with leading to the connecting portion of base 1 Hole, fixes for middle wire rope handling.
Particular embodiments described above, the technical problem solved to this utility model, technical scheme and beneficial effect are entered Go further description, it is be should be understood that to the foregoing is only specific embodiment of the utility model, and without It is in this utility model is limited, all within spirit of the present utility model and principle, any modification, equivalent substitution and improvements done Deng should be included within protection domain of the present utility model.

Claims (3)

1. Elements of Space Grid Truss ball node is reserved overhauls packway bridle iron, it is characterised in that include a spherical base, above base A supporting steel pipe is vertically installed with, supporting steel pipe welded top has platform, and table top is horizontal plane;Described base is in Between one lap welding of side be connected to four lower booms, lower boom is spaced apart along an angle of 90 degrees degree on same horizontal plane, constitutes ten Font;Be additionally provided with four web members on described base, web member with the plane residing for lower boom in angle of 45 degrees, while web member Floor projection is 45 degree with the floor projection angle of adjacent lower boom between each two lower boom.
2. Elements of Space Grid Truss ball node as claimed in claim 1 is reserved overhauls packway bridle iron, it is characterised in that described lower boom Centre is hollow, and lower boom is also equipped with through hole with the connecting portion of base, fixes for middle wire rope handling.
3. Elements of Space Grid Truss ball node as claimed in claim 1 is reserved overhauls packway bridle iron, it is characterised in that in described web member Between be hollow, the connecting portion of web member and base is also equipped with through hole, fixes for middle wire rope handling.
CN201620922023.2U 2016-08-23 2016-08-23 Steel space frame ball joint point is reserved and is overhauld packway steel bearing Expired - Fee Related CN206034637U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620922023.2U CN206034637U (en) 2016-08-23 2016-08-23 Steel space frame ball joint point is reserved and is overhauld packway steel bearing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620922023.2U CN206034637U (en) 2016-08-23 2016-08-23 Steel space frame ball joint point is reserved and is overhauld packway steel bearing

Publications (1)

Publication Number Publication Date
CN206034637U true CN206034637U (en) 2017-03-22

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620922023.2U Expired - Fee Related CN206034637U (en) 2016-08-23 2016-08-23 Steel space frame ball joint point is reserved and is overhauld packway steel bearing

Country Status (1)

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CN (1) CN206034637U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111663720A (en) * 2020-06-29 2020-09-15 中国空气动力研究与发展中心超高速空气动力研究所 Light pavement for net rack roof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111663720A (en) * 2020-06-29 2020-09-15 中国空气动力研究与发展中心超高速空气动力研究所 Light pavement for net rack roof

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20170307

Address after: 441000 Fancheng North Road, Hubei, Xiangyang, No. 3 Changhong

Patentee after: Consturction & Installation Engineering Co., Ltd. Of CR11BG

Patentee after: China Railroad 11 Bureau Group Co., Ltd.

Address before: 441000 Xiangfan North Road, Hubei, No. 3 Changhong

Patentee before: Consturction & Installation Engineering Co., Ltd. Of CR11BG

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

Granted publication date: 20170322

Termination date: 20190823