CN107313604A - A kind of drag-line node reinforced for space structure string - Google Patents

A kind of drag-line node reinforced for space structure string Download PDF

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Publication number
CN107313604A
CN107313604A CN201710565725.9A CN201710565725A CN107313604A CN 107313604 A CN107313604 A CN 107313604A CN 201710565725 A CN201710565725 A CN 201710565725A CN 107313604 A CN107313604 A CN 107313604A
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CN
China
Prior art keywords
drag
line
steel wire
wire rope
node
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.)
Pending
Application number
CN201710565725.9A
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Chinese (zh)
Inventor
陈志华
马青
韩芳冰
王小盾
闫翔宇
刘红波
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Tianjin University
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Tianjin University
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 Tianjin University filed Critical Tianjin University
Priority to CN201710565725.9A priority Critical patent/CN107313604A/en
Publication of CN107313604A publication Critical patent/CN107313604A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/34Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability

Abstract

The present invention relates to a kind of drag-line node reinforced for space structure string, realize and reinforce on existing structure welded spherical node (5), including steel wire rope (1), drag-line (2), dual-lug type rope head (3), bearing pin (4) and spacing steel pipe (6), bearing pin (4) passes through the earhole of dual-lug type rope head (3), steel wire rope bypasses welded spherical node (5), and two ends are placed on bearing pin (4) afterwards, spacing steel pipe is fixed on welded spherical node (5), is played limitation steel wire rope and is slided along spheroid.

Description

A kind of drag-line node reinforced for space structure string
Technical field
The present invention relates to a kind of drag-line node reinforced for space structure string.
Background technology
Since 1960s, grid structure has gradually developed in China, and current part engineering is due to Reach that its service life, construction quality or load become to reinforce with greater need for structure.The reinforcement means of conventional rack has fibre Tie up method for strengthening, reinforcement by sticking of sheets, casing reinforcement method and prestressing etc..Wherein prestressing by increase drag-line and Original grid structure is changed into beam-string structure system by strut, can effectively reduce the deformation of structure, improves the rigidity of structure. Strengthening construction need not be unloaded to existing structure simultaneously, and the rod member quantity that need to be reinforced also significantly reduces, and be a kind of efficient Reinforcement means.
Drag-line need to be anchored in support node, and prestressing force is delivered on bearing.Drag-line node can be used in beam-string structure Otic placode wears the modes such as ball, still, and the bearing of existing rack often connects remaining space on more, larger rod member, spheroid It is smaller, larger difficulty is brought to the construction of drag-line and the connecting node of bearing;Meanwhile, according to traditional joint structure side Method, needs to unload structure, the workload of reinforcing engineering is larger when welding structure.
The content of the invention
In view of the above-mentioned problems, drag-line is constructed with support node when the present invention is solves to use prestressed reinforcement to existing structure Difficult the problem of, can reduce Site Welding workload, easy to operate is used for the drawing that space structure string is reinforced there is provided a kind of Socket point.The present invention realizes the connection of drag-line and support node by steel wire rope, it is not necessary to other companies are welded at support node Suo Li can be uniformly distributed in solder sphere sphere by connection device, steel wire rope, so that support node can also be without reinforcing.The present invention Technical scheme it is as follows:
A kind of drag-line node reinforced for space structure string, realizes in existing structure welded spherical node 5 and reinforces, it is special Levy and be, including steel wire rope 1, drag-line 2, dual-lug type rope first 3, bearing pin 4 and spacing steel pipe 6, bearing pin 4 is through dual-lug type rope first 3 Earhole, steel wire rope bypasses two ends after welded spherical node 5 and is placed on bearing pin 4, and spacing steel pipe is fixed on welded spherical node 5, plays limit The effect that steel wire rope processed is slided along spheroid.
The steel wire rope can be using single rope, and its two limb makes a concerted effort to overlap with drag-line centerline direction, and steel wire rope and weldering The intersection of node of receiving should be a bus of spheroid;Can also be using many ropes, each limb of steel wire rope is made a concerted effort need to be with drag-line center line Direction is overlapped.The centre of sphere that the center line extended line of the drag-line passes through welded spherical node.
The present invention has advantages below compared with prior art:
(1) welding hollowing ball is attached with drag-line by steel wire rope, simple structure, execute-in-place is easy.
(2) need to carry out welding hollowing ball post-production is less, reduce Site Welding workload.
(3) Suo Li can be uniformly distributed in solder sphere sphere by steel wire rope, so that support node can also be without reinforcing.
Brief description of the drawings
Fig. 1 is the left view of the present invention.
Label declaration in figure:1- steel wire ropes;2- drag-lines;3- dual-lug type rope heads;4- bearing pins;5- existing structures weld ball-joint Point;The spacing steel pipes of 6-
Fig. 2 is the rearview of the present invention.
Label declaration in figure:1- steel wire ropes;5- existing structure welded spherical nodes;The spacing steel pipes of 6-
Fig. 3 node top views
Label declaration in figure:1- steel wire ropes;2- drag-lines;3- dual-lug type rope heads;4- bearing pins;5- existing structures weld ball-joint Point;The spacing steel pipes of 6-
Embodiment
The present invention will be described with reference to the accompanying drawings and examples.
The present invention proposes a kind of anchor-hold node of prestressed reinforcement, including steel wire rope 1, drag-line 2, dual-lug type rope head 3rd, bearing pin 4, existing structure welded spherical node 5 and spacing steel pipe 6.Steel wire rope bypasses two ends after welded spherical node 5 and is placed on bearing pin 4 On, bearing pin 4 passes through the earhole of dual-lug type rope first 3.
The steel wire rope can use wall scroll or a plurality of.When using single rope, its two limb is made a concerted effort need to be with drag-line centerline direction Overlap, and the intersection of steel wire rope and ball node should be a bus of spheroid.When using a plurality of steel wire rope, each limb of steel wire rope is closed Power need to be overlapped with drag-line centerline direction.
The drag-line can be using building structure drag-lines such as steel strand wires, half parallel wire unit or high vanadium ropes.Drag-line center The centre of sphere that line extended line passes through ball node.
The dual-lug type rope head is generally a part for drag-line product, and HiAm anchorage or hot casting anchor are used by drag-line manufacturer It is connected etc. mode with cable body.
The existing structure welded spherical node is the node that original roof structure joins with supporting structure.
The spacing steel pipe plays limitation steel wire rope and slided along spheroid, and its section is cut according to steel wire rope along spherome surface Determined to component.
Include ring steel wire rope 1, drag-line 2, dual-lug type rope first 3, bearing pin 4, existing structure welded spherical node as shown in Figure 1, 2, 3 5 and spacing steel pipe 6.The axis direction of drag-line 2 bypasses welding ball-joint by the centre of sphere of existing structure welded spherical node 5, rope belt The eye at two ends is placed on bearing pin 4 after point 5, and the axis direction of steel wire rope is using drag-line axis as symmetrical axial symmetry up and down.Bearing pin 4 is worn The earhole of dual-lug type rope first 3 is crossed, spacing steel pipe is located at the both sides up and down of steel wire rope.

Claims (4)

1. a kind of drag-line node reinforced for space structure string, realizes on existing structure welded spherical node (5) and reinforces, its It is characterised by, including steel wire rope (1), drag-line (2), dual-lug type rope head (3), bearing pin (4) and spacing steel pipe (6), bearing pin (4) is worn The earhole of dual-lug type rope head (3) is crossed, steel wire rope bypasses welded spherical node (5), and two ends are placed on bearing pin (4) afterwards, and spacing steel pipe is fixed Slided on welded spherical node (5), playing limitation steel wire rope along spheroid.
2. drag-line node according to claim 1, it is characterised in that the steel wire rope is restricted using single, its two limb makes a concerted effort to need Overlapped with drag-line centerline direction, and the intersection of steel wire rope and welded spherical node should be a bus of spheroid.
3. drag-line node according to claim 1, it is characterised in that the steel wire rope is closed using many ropes, each limb of steel wire rope Power need to be overlapped with drag-line centerline direction.
4. drag-line node according to claim 1, it is characterised in that the center line extended line of the drag-line passes through solder sphere The centre of sphere of node.
CN201710565725.9A 2017-07-12 2017-07-12 A kind of drag-line node reinforced for space structure string Pending CN107313604A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710565725.9A CN107313604A (en) 2017-07-12 2017-07-12 A kind of drag-line node reinforced for space structure string

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710565725.9A CN107313604A (en) 2017-07-12 2017-07-12 A kind of drag-line node reinforced for space structure string

Publications (1)

Publication Number Publication Date
CN107313604A true CN107313604A (en) 2017-11-03

Family

ID=60179279

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710565725.9A Pending CN107313604A (en) 2017-07-12 2017-07-12 A kind of drag-line node reinforced for space structure string

Country Status (1)

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CN (1) CN107313604A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113529979A (en) * 2021-07-30 2021-10-22 中建七局安装工程有限公司 Exempt from welded rack node reinforced structure
CN114526904A (en) * 2022-04-24 2022-05-24 华北科技学院 Cable force test device of space cable structure
CN115434534A (en) * 2022-09-13 2022-12-06 陕西省建筑科学研究院有限公司 Reinforcing method for bolt defects of net rack web members

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202170574U (en) * 2011-07-29 2012-03-21 中国京冶工程技术有限公司 String truss cable anchoring node
CN202559771U (en) * 2012-05-07 2012-11-28 中铁十局集团建筑工程有限公司 High-altitude rope replacing device of pre-stress beam string structure
CN207526159U (en) * 2017-07-12 2018-06-22 天津大学 A kind of drag-line node reinforced for space structure string

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202170574U (en) * 2011-07-29 2012-03-21 中国京冶工程技术有限公司 String truss cable anchoring node
CN202559771U (en) * 2012-05-07 2012-11-28 中铁十局集团建筑工程有限公司 High-altitude rope replacing device of pre-stress beam string structure
CN207526159U (en) * 2017-07-12 2018-06-22 天津大学 A kind of drag-line node reinforced for space structure string

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113529979A (en) * 2021-07-30 2021-10-22 中建七局安装工程有限公司 Exempt from welded rack node reinforced structure
CN114526904A (en) * 2022-04-24 2022-05-24 华北科技学院 Cable force test device of space cable structure
CN114526904B (en) * 2022-04-24 2022-07-12 华北科技学院 Cable force test device of space cable structure
CN115434534A (en) * 2022-09-13 2022-12-06 陕西省建筑科学研究院有限公司 Reinforcing method for bolt defects of net rack web members

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