CN104060690B - A kind of tree forked members and processing method thereof - Google Patents

A kind of tree forked members and processing method thereof Download PDF

Info

Publication number
CN104060690B
CN104060690B CN201410179917.2A CN201410179917A CN104060690B CN 104060690 B CN104060690 B CN 104060690B CN 201410179917 A CN201410179917 A CN 201410179917A CN 104060690 B CN104060690 B CN 104060690B
Authority
CN
China
Prior art keywords
node
upper layer
bottom manifold
supervisor
arm
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.)
Active
Application number
CN201410179917.2A
Other languages
Chinese (zh)
Other versions
CN104060690A (en
Inventor
周观根
赵鑫
陈志军
刘贵旺
洪芳
周素芳
游桂模
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.)
Zhejiang Southeast Space Frame Co Ltd
Original Assignee
Zhejiang Southeast Space Frame 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 Zhejiang Southeast Space Frame Co Ltd filed Critical Zhejiang Southeast Space Frame Co Ltd
Priority to CN201410179917.2A priority Critical patent/CN104060690B/en
Publication of CN104060690A publication Critical patent/CN104060690A/en
Application granted granted Critical
Publication of CN104060690B publication Critical patent/CN104060690B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Arc Welding In General (AREA)

Abstract

The present invention relates to a kind of tree forked members, particularly relate to a kind of tree forked members and processing method thereof, be applied in steel construction.Including supporting supervisor and top node, the described top supporting supervisor is provided with and supports the top node that supervisor fixes, described top node is provided with at least two outward extending bottom manifold, the top of described bottom manifold is provided with the extension mechanism of continuous distributed, described extension mechanism includes arm, upper layer node and transverse tube, the top of described bottom manifold is provided with upper layer node, is provided with transverse tube between adjacent upper node, and described upper layer node is provided with at least arm.Sequentially include the following steps: cutting stock → assembling → welding → intensity detection.A kind of tree forked members and processing method compact conformation thereof, modern design, rational in infrastructure, stress is reliable, economizes on resources, and processes fast accurate.

Description

A kind of tree forked members and processing method thereof
Technical field
The present invention relates to a kind of tree forked members, particularly relate to a kind of tree forked members and processing method thereof, be applied to steel In structure.
Background technology
Construction steel structure is novel in design with it, and easy making process is increasingly favored by people, how to be made it make in building Get a promotion further in type and economic rationality, become the emphasis that each insider discusses and sums up.Especially big across sky Between in problem, generally require the specification that just need to strengthen girder steel or truss while adding large span, this is just along with financial cost Rise.
Summary of the invention
The present invention mainly solves the deficiencies in the prior art, it is provided that a kind of compact conformation, moulding more novel and More economical rationally, and a kind of tree forked members and the processing side thereof of large span can be added on the basis of paying minimum economic cost Method.
The above-mentioned technical problem of the present invention is mainly addressed by following technical proposals:
A kind of tree forked members, including supporting supervisor and top node, the described top supporting supervisor is provided with and supports The top node that supervisor fixes, described top node is provided with at least two outward extending bottom manifold, the described end The top of portion's arm is provided with the extension mechanism of continuous distributed, and described extension mechanism includes arm, upper layer node and transverse tube, described The top of bottom manifold be provided with upper layer node, be provided with transverse tube between adjacent upper node, described upper layer node is provided with at least A piece arm.
The quantity of extension mechanism can be determined according to demand.
As preferably, between described support supervisor and top node, between bottom manifold and upper layer node, it is respectively equipped with reinforcement Rib, described ribs is in-line or criss-cross steel plate combination part, and described ribs props up with support supervisor, bottom respectively Pipe plugs fixing.
As preferably, described support supervisor is pipe, rectangular tube or elliptical tube;Described top node is hemispherical sky Heart node or cast steel node;Described transverse tube, bottom manifold and arm are respectively pipe or rectangular tube;
As preferably, the top of described top node is provided with 4 abducent bottom manifold, described upper layer node Top be provided with 2 abducent arms.
As preferably, the described diameter supporting supervisor is more than the diameter of bottom manifold, the diameter of described bottom manifold Diameter more than arm.
A kind of processing method setting forked members, sequentially includes the following steps:
(1), cutting stock:
Round steel pipe or rectangular tube can use multidimensional numerical control plasma cutting machine to cut, and elliptical tube can use semi-automatic cutting Cutting mill cuts;
Top node and upper layer node can use mold pressing heat forming technology to shape, and shape at the beginning of top node and upper layer node After, carry out secondary operations by cutting implement;
Ribs can use numerical control cutting machine to cut;
(2), assemble:
Tree forked members is big due to its outer profile size, uses loose mail shipping scene, after ground completes to assemble at the scene The arrangement and method for construction lifted again;
For avoiding on-the-spot installation at high altitude and location difficulty, use node population method to construct, the most first complete Top node and the assembling of bottom manifold, after waiting detection qualified, entirety winches on supervisor;
(3), welding:
Tree forked members weld seam can use CO2Gas shielded arc welding welds;During welding, should first weld intra-node and strengthen Plate, then weld the outside arm of node and bottom manifold, and answer symmetrical welding;
When intersecting between arm with transverse tube, bottom and transverse tube, arm, should the first rod member that welded tube footpath is big, wall thickness is big, to be welded After seam detection is qualified, then weld remaining crossing rod member;
(4), intensity detection:
The most welded good tree forked members is carried out the detection of intensity, to guarantee the security of construction.
Tree forked members is primarily adapted for use in moulding class building and large-span truss structure.Conventional truss structure such as needs to strengthen During span, need to increase truss cross section, rod member specification, cost also can significantly rise;Tree forked members not only moulding is new Nature clever, attractive in appearance, and more economical rationally.Tree forked members is primarily adapted for use in steel column and the view post of truss frame for connecting.
Have the advantage that
1, rationally increase building interior and use space, reduce post position, add large span, with minimum economic cost, it is thus achieved that Big available space.
2, modern design is unique, with tree fork attitude, natural atmosphere, has higher ornamental value, and makes building be full of Life, becomes the masterpiece taken the course of its own in Green environmental-protection building field.
3, simple and reasonable, easy to process fast, than traditional longspan structure reduce steel using amount 30%, effectively control Cost.
4, node is by molding heat forming technology, and uses special finishing facility, than traditional craft or semi-automatic cut Cut and there is higher precision, and production efficiency 30 ~ 35% can be improved.
5, use reasonably " node population method ", greatly reduce component assembly positioning difficulty, and decrease installation Cost, it is ensured that weldquality and rod member positioning precision, and installation effectiveness 20 ~ 25% can be improved.
In a word, can quickly, accurately, facilitate and carried out being applicable to the tree blanking of forked members, shaping, welding equipment, and ten lease makings Ji, raw material and processing cost only account for the 60% of tradition longspan structure.
Therefore, a kind of tree forked members of the present invention and processing method thereof, compact conformation, modern design, rational in infrastructure, it is subject to Power is reliable, economizes on resources, and processes fast accurate.
Accompanying drawing explanation
Fig. 1 is the structural representation of double tree forked members of individual layer in the present invention;
Fig. 2 is the structural representation of individual layer branched tree forked members in the present invention;
Fig. 3 is the structural representation of multilayer tree forked members in the present invention.
Fig. 4 is the detonation configuration schematic diagram of Fig. 3.
Detailed description of the invention
Below by embodiment, and combine accompanying drawing, technical scheme is described in further detail.
Embodiment 1: as shown in Figure 1, Figure 2, Figure 3 and Figure 4, a kind of tree forked members, including supporting supervisor 1 and top node 2, the described top supporting supervisor 1 is provided with and supports the top node 2 that supervisor 1 fixes, and described top node 2 is provided with At least two outward extending bottom manifold 3, the top of described bottom manifold 3 is provided with the extension mechanism of continuous distributed, described Extension mechanism include arm 4, upper layer node 5 and transverse tube 6, the top of described bottom manifold 3 is provided with upper layer node 5, adjacent Being provided with transverse tube 6 between upper layer node 5, described upper layer node 5 is provided with at least arm 4.
As preferably, between described support supervisor 1 and top node 2, it is respectively equipped with between bottom manifold 3 and upper layer node 5 Ribs 7, described ribs 7 is in-line or criss-cross steel plate combination part, and described ribs 7 is main with support respectively Pipe, bottom manifold plug fixing.
As preferably, described support supervisor 1 is pipe, rectangular tube or elliptical tube;Described top node 2 is hemispherical Hollow node or cast steel node;Described transverse tube 6, bottom manifold 3 and arm 4 are respectively pipe or rectangular tube;
As preferably, the top of described top node 2 is provided with 4 abducent bottom manifold 3, described upper strata joint The top of point 5 is provided with 2 abducent arms 4.
As preferably, the described diameter diameter more than bottom manifold 3 supporting supervisor 1, described bottom manifold 3 straight Footpath is more than the diameter of arm 4.
A kind of processing method setting forked members, sequentially includes the following steps:
(1), cutting stock:
Round steel pipe or rectangular tube can use multidimensional numerical control plasma cutting machine to cut, and elliptical tube can use semi-automatic cutting Cutting mill cuts;
Top node and upper layer node can use mold pressing heat forming technology to shape, and shape at the beginning of top node and upper layer node After, carry out secondary operations by cutting implement;
Ribs can use numerical control cutting machine to cut;
(2), assemble:
Tree forked members is big due to its outer profile size, uses loose mail shipping scene, after ground completes to assemble at the scene The arrangement and method for construction lifted again;
For avoiding on-the-spot installation at high altitude and location difficulty, use node population method to construct, the most first complete Top node and the assembling of bottom manifold, after waiting detection qualified, entirety winches on supervisor;
(3), welding:
Tree forked members weld seam can use CO2Gas shielded arc welding welds;During welding, should first weld intra-node and strengthen Plate, then weld the outside arm of node and bottom manifold, and answer symmetrical welding;
When intersecting between arm with transverse tube, bottom and transverse tube, arm, should the first rod member that welded tube footpath is big, wall thickness is big, to be welded After seam detection is qualified, then weld remaining crossing rod member;
(4), intensity detection:
The most welded good tree forked members is carried out the detection of intensity, to guarantee the security of construction.

Claims (1)

1. the processing method setting forked members, including supporting supervisor (1) and top node (2), described support supervisor (1) Top be provided with and support the top node (2) that supervisor (1) fixes, described top node (2) be provided with at least two to The bottom manifold (3) of outer extension, the top of described bottom manifold (3) is provided with the extension mechanism of continuous distributed, described extension Mechanism includes that arm (4), upper layer node (5) and transverse tube (6), the top of described bottom manifold (3) are provided with upper layer node (5), Being provided with transverse tube (6) between adjacent upper node (5), described upper layer node (5) is provided with at least arm (4);
Between described support supervisor (1) and top node (2), between bottom manifold (3) and upper layer node (5), it is respectively equipped with ribs (7), described ribs (7) is in-line or criss-cross steel plate combination part, and described ribs (7) is main with support respectively Pipe, bottom manifold plug fixing;
Described support supervisor (1) is pipe, rectangular tube or elliptical tube;Described top node (2) is hemispherical hollow node Or cast steel node;Described transverse tube (6), bottom manifold (3) and arm (4) is respectively pipe or rectangular tube;
It is characterized in that sequentially including the following steps:
(1), cutting stock:
Round steel pipe or rectangular tube use multidimensional numerical control plasma cutting machine to cut, and elliptical tube uses semi auto cutting machine to carry out Cutting;
Top node and upper layer node use after molding shaping at the beginning of heat forming technology shaping, top node and upper layer node, pass through Cutting implement carries out secondary operations;
Ribs uses numerical control cutting machine to cut;
(2), assemble:
Tree forked members is big due to its outer profile size, uses loose mail shipping scene, and ground is hung after completing to assemble again at the scene The arrangement and method for construction of dress;
For avoiding on-the-spot installation at high altitude and location difficulty, use node population method to construct, the most first complete top Node and the assembling of bottom manifold, after waiting detection qualified, entirety winches on supervisor;
(3), welding:
Tree forked members weld seam uses CO2Gas shielded arc welding welds;During welding, should first weld intra-node reinforcing plate, then weld joint The outside arm of point and bottom manifold, and answer symmetrical welding;
When intersecting between arm with transverse tube, bottom and transverse tube, arm, should the first rod member that welded tube footpath is big, wall thickness is big, treat that weld seam is examined Survey qualified after, then weld remaining crossing rod member;
(4), intensity detection:
The most welded good tree forked members is carried out the detection of intensity, to guarantee the security of construction.
CN201410179917.2A 2014-04-30 2014-04-30 A kind of tree forked members and processing method thereof Active CN104060690B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410179917.2A CN104060690B (en) 2014-04-30 2014-04-30 A kind of tree forked members and processing method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410179917.2A CN104060690B (en) 2014-04-30 2014-04-30 A kind of tree forked members and processing method thereof

Publications (2)

Publication Number Publication Date
CN104060690A CN104060690A (en) 2014-09-24
CN104060690B true CN104060690B (en) 2016-08-24

Family

ID=51548604

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410179917.2A Active CN104060690B (en) 2014-04-30 2014-04-30 A kind of tree forked members and processing method thereof

Country Status (1)

Country Link
CN (1) CN104060690B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018134180A1 (en) * 2017-01-17 2018-07-26 Thyssenkrupp Steel Europe Ag Pillar with load-branching nodes and adjustable run-out angle

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102018211891A1 (en) 2018-07-17 2020-01-23 Thyssenkrupp Ag Load-branching knot with adjustable outlet angle
CN111691600A (en) * 2020-07-09 2020-09-22 香港华艺设计顾问(深圳)有限公司 Tree-shaped three-fork steel pipe column for supporting outdoor concrete platform

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201554154U (en) * 2009-11-25 2010-08-18 内蒙古金岗重工有限公司 Spatial steel structure net rack
CN202012040U (en) * 2011-04-28 2011-10-19 上海千年工程建设咨询有限公司 Fork-shaped pier structure
CN103306430A (en) * 2013-05-20 2013-09-18 山东科技大学 Lattice type steel pipe tree-shaped column
CN203866961U (en) * 2014-04-30 2014-10-08 浙江东南网架股份有限公司 Branch shaped component
CN104018580A (en) * 2014-06-23 2014-09-03 天津大学 Forest structural system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018134180A1 (en) * 2017-01-17 2018-07-26 Thyssenkrupp Steel Europe Ag Pillar with load-branching nodes and adjustable run-out angle

Also Published As

Publication number Publication date
CN104060690A (en) 2014-09-24

Similar Documents

Publication Publication Date Title
CN204876059U (en) Prefabricated assembled shaped steel concrete frame structure system
CN104060690B (en) A kind of tree forked members and processing method thereof
CN101974942B (en) Construction method of steel sleeve beam-column nodes
CN106736271B (en) A kind of production method of rolling/compacting rectangle steel tubing string
CN104847020A (en) Limb type circular tube node transferring structure and manufacturing method thereof
CN107023076A (en) A kind of assembly concrete pole steel beam connecting node and preparation method thereof
CN103306430A (en) Lattice type steel pipe tree-shaped column
CN105019579A (en) Masonry filler wall reinforcement and plastering constructional column and construction method thereof
CN106284644B (en) A kind of residential architecture structural system and its method of construction suitable for industrialized production
CN205134547U (en) Assembled roof beam shear connector
CN105822016A (en) Crossed twisted column and making method thereof
CN105537886A (en) Automatic manufacturing process for butterfly rebars of tunnel grid rebar truss
CN103498534A (en) Bionic tree-shaped concrete column and construction method thereof
CN204781309U (en) Roof beam plate -column structure of green ecological feasibility building system
CN204804378U (en) Two layers of interim support frame of steel construction dome construction and installation
CN205088786U (en) Large -span prestressing force dome structure
CN104314220A (en) Sector shell-simulated roof and construction method thereof
CN205224289U (en) Connection structure of precast concrete roof beam and girder steel
CN103806530B (en) Special-shaped overhanging steel structure and construction method thereof
CN103967217B (en) The light steel in T-shaped cross section-timber with small diameter combination bearing column and making method
CN102418384A (en) Complicated annular mesh cylinder column and manufacturing method thereof
CN203160428U (en) Connecting structure of beam steel and steel rib at node position of framework beam column
CN203866961U (en) Branch shaped component
CN204212304U (en) A kind of fan-shaped imitative shell roofing
CN204876190U (en) Brickwork infilled wall adds muscle constructional column of plastering

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant