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CN109610638A - A steel structure beam-column cable-stayed support mechanism - Google Patents

A steel structure beam-column cable-stayed support mechanism Download PDF

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Publication number
CN109610638A
CN109610638A CN201811499624.7A CN201811499624A CN109610638A CN 109610638 A CN109610638 A CN 109610638A CN 201811499624 A CN201811499624 A CN 201811499624A CN 109610638 A CN109610638 A CN 109610638A
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CN
China
Prior art keywords
hole
column
brace
crossbeam
stay bolt
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.)
Granted
Application number
CN201811499624.7A
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Chinese (zh)
Other versions
CN109610638B (en
Inventor
任汉斌
吴斌勇
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.)
Fujian Fu Fu Ship Yifan New Energy Equipment Manufacturing Co Ltd
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Fujian Fu Fu Ship Yifan New Energy Equipment Manufacturing Co Ltd
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Application filed by Fujian Fu Fu Ship Yifan New Energy Equipment Manufacturing Co Ltd filed Critical Fujian Fu Fu Ship Yifan New Energy Equipment Manufacturing Co Ltd
Priority to CN201811499624.7A priority Critical patent/CN109610638B/en
Publication of CN109610638A publication Critical patent/CN109610638A/en
Application granted granted Critical
Publication of CN109610638B publication Critical patent/CN109610638B/en
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Classifications

    • 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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • 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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

本发明涉及一种钢结构梁柱斜拉支撑机构,包括立柱和横梁,上下相邻的横梁之间设置有斜拉杆,所述斜拉杆穿插过横梁且其末端处均设置有第二通孔;所述横梁的上方在第一通孔的侧边固接有定位块,所述定位块、立柱在与第二通孔的相同水平面上均设置有螺纹孔;所述斜拉杆两端通过分别穿过定位块和立柱的螺纹孔和第二通孔的长螺栓固定倾斜设置在上下两根横梁之间;所述长螺栓在斜拉杆和定位块之间设置有固接在长螺栓上的梯形圆台,所述梯形圆台卡设在第二通孔处。本发明有效解决传统单纯直接长螺栓拧紧时对斜拉杆的尺寸精准的高要求的问题,且提高固定稳定性和便捷性。The invention relates to a beam-column inclined-pulling support mechanism of a steel structure, which comprises a vertical column and a beam, an oblique tie rod is arranged between the upper and lower adjacent beams, the oblique tie rod is inserted through the beam and the ends thereof are provided with second through holes; The top of the beam is fixed with a positioning block on the side of the first through hole, and the positioning block and the column are provided with threaded holes on the same level as the second through hole; The long bolt through the threaded hole of the positioning block and the column and the second through hole is fixed and inclined between the upper and lower beams; the long bolt is provided with a trapezoidal circular platform fixed on the long bolt between the oblique tie rod and the positioning block , the trapezoidal circular platform is clamped at the second through hole. The invention effectively solves the problem of high requirements on the precise dimension of the oblique tie rod when the traditional simple direct long bolt is tightened, and improves the fixing stability and convenience.

Description

A kind of beam column of steel structure oblique pull supporting mechanism
Technical field
The present invention relates to steel constructions, refer specifically to a kind of beam column of steel structure oblique pull supporting mechanism.
Background technique
The structure that steel construction is made of steel material is one of main building construction types.Structure is mainly by fashioned iron With the components composition such as joist steel, steel column, steel truss made of steel plate etc., and using silanization, pure manganese phosphatization, washing drying, zinc-plated Equal derusting rust-proofings technique.Weld seam, bolt or rivet interlacement are generallyd use between each component or component.The characteristics of steel is intensity It is high, from heavy and light, overall stiffness is good, deformability is strong, and easy construction, be widely used in the neck such as large-sized workshop, venue, Super High Domain.
Steel construction build wall mainly pass through it is vertical live and crossbeam be connected to skeleton, need to improve stability by tiltedly Pull rod carries out reinforcement stability.Traditional is locked on two crossbeams up and down by bending brace in fitted bolt, but by In production, there are errors, and the threaded hole of brace is not docked with the screw thread on crossbeam will be unable to be locked, and oblique pull Bar is poor by being fixed on its stability on crossbeam.
Summary of the invention
In view of the above-mentioned problems of the prior art, the invention reside in a kind of beam column of steel structure oblique pull supporting mechanism is provided, It can effectively solve the problem that the above-mentioned problems of the prior art.
The technical scheme is that
A kind of beam column of steel structure oblique pull supporting mechanism passes through L shape including the column and crossbeam being arranged in length and breadth between crossbeam and column Positioning plate and lag bolt fixed setting;Brace is provided between neighbouring crossbeam, the end angle setting of the crossbeam is useful In the first through hole of interspersed brace, the both ends of the brace are each passed through the first through hole of upper and lower two crossbeams;It is described oblique The end that pull rod is inserted through first through hole is provided with the second through-hole;The top of the crossbeam is affixed in the side of first through hole Have a locating piece, the locating piece, column be provided with threaded hole in the same horizontal plane of the second through-hole;The brace two End is arranged by the stay bolt constant tilt of the threaded hole and the second through-hole that are each passed through locating piece and column in upper and lower two cross Between beam;The stay bolt is provided with the trapezoidal rotary table being fixed on stay bolt between brace and locating piece, described trapezoidal Rotary table is fastened on the second through hole.
The side that the trapezoidal rotary table is relatively large in diameter is arranged in stay bolt head side.
Advantages of the present invention:
The present invention is the company being tightened in the welding manner of traditional brace or direct bolt between neighbouring crossbeam The mode of connecing is changed to through the dual fixed locking of locating piece on crossbeam and column, will be oblique using the stay bolt with trapezoidal rotary table Pull rod is fixed between crossbeam and column, then the trapezoidal rotary table of mobile drive for cooperating stay bolt to lock by brace to column side It squeezes and fixes, and brace both ends can effectively be solved when traditional simple direct stay bolt is tightened by reversed active force to oblique The size of pull rod accurately high request the problem of, and improve stability maintenance and convenience.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention.
Fig. 2 is the local wide schematic diagram of Fig. 1.
Specific embodiment
In order to facilitate the understanding of those skilled in the art, existing that embodiment combination attached drawing is further detailed to structure work of the invention Thin description:
With reference to Fig. 1-2, a kind of beam column of steel structure oblique pull supporting mechanism, including the column 1 and crossbeam 2 being arranged in length and breadth, crossbeam 2 and vertical It is fixed by L shape positioning plate and lag bolt (not identifying) between column 1;Brace 3, institute are provided between neighbouring crossbeam 2 The end angle for stating crossbeam 2 is provided with first through hole 4 for interting brace 3, and the both ends of the brace 3 are each passed through up and down two The first through hole 4 of root crossbeam 2;The end that the brace 3 is inserted through first through hole 4 is provided with the second through-hole 5;The cross The top of beam 2 is connected with locating piece 6 in the side of first through hole 4, and the locating piece 6, column 1 are identical with the second through-hole 5 Threaded hole (not identifying) is provided on horizontal plane;3 both ends of brace are by being each passed through locating piece 6, brace 3 and standing 7 constant tilt of stay bolt of the threaded hole of column 1 and the second through-hole 5 is arranged between upper and lower two crossbeams 2;The stay bolt 7 exists The trapezoidal rotary table 8 being fixed on stay bolt 7 is provided between brace 3 and locating piece 6, what the trapezoidal rotary table 8 was relatively large in diameter Side is arranged in 7 sides of stay bolt, and the trapezoidal rotary table 8 is fastened at the second through-hole 5.The column 1 and crossbeam 2 are slot Steel construction, first through hole 4 include upper lower through-hole, and upper through-hole is less than lower through-hole, and lower through-hole extends expansion backwards to column side and sets It sets.
Column 1, crossbeam 2 and brace 3 are installed as shown in Figure 1.By the long spiral shell on locating piece 6 after the installation of brace 3 Bolt 7 is to 1 side turn of column and across the second through-hole 5 of brace 3, and 7 end of stay bolt is fixed on column 1.With Stay bolt 7 will drive the trapezoidal rotary table 8 being fixed on stay bolt 7 to the movement of 5 side of the second through-hole, due to trapezoidal when tightening mobile The beloid design feature of rotary table 8 can stopper the second through-hole 5 with the movement of stay bolt 7, and extruding force can be converted into will be oblique Pull rod 3 is improved the active force of its fixed cross beam 2 by opposite power to 1 side motive force of column, 3 both ends of brace.
The present invention is that the welding manner of traditional brace 3 or direct stay bolt 7 are tightened in neighbouring crossbeam 2 Between connection type be changed to through the dual fixed locking of locating piece 6 on crossbeam 2 and column 1, using having trapezoidal rotary table 8 Stay bolt 7 brace 3 is fixed between crossbeam 2 and column 1, then cooperate stay bolt 7 lock the trapezoidal rotary table 8 of mobile drive Brace 3 is squeezed to 1 side of column and is fixed, ruler when traditional simple direct stay bolt 7 is tightened to brace 3 can be effectively solved Very little accurately high request, and fix stably and convenient.
The foregoing is merely presently preferred embodiments of the present invention, all equivalent changes done according to scope of the present invention patent with Modification, all should belong to covering scope of the invention.

Claims (2)

1. a kind of beam column of steel structure oblique pull supporting mechanism passes through L including the column and crossbeam being arranged in length and breadth between crossbeam and column Shape positioning plate and lag bolt fixed setting;Brace is provided between neighbouring crossbeam, it is characterised in that: the crossbeam End angle is provided with the first through hole for interting brace, and the both ends of the brace are each passed through the first of upper and lower two crossbeams Through-hole;The end that the brace is inserted through first through hole is provided with the second through-hole;The top of the crossbeam is logical first The side in hole is connected with locating piece, the locating piece, column be provided with threaded hole in the same horizontal plane of the second through-hole; The brace both ends are arranged by the stay bolt constant tilt of the threaded hole and the second through-hole that are each passed through locating piece and column Between upper and lower two crossbeams;The stay bolt is provided with the trapezoidal circle being fixed on stay bolt between brace and locating piece Platform, the trapezoidal rotary table are fastened on the second through hole.
2. a kind of beam column of steel structure oblique pull supporting mechanism according to claim 1, it is characterised in that: the trapezoidal rotary table is straight The biggish side of diameter is arranged in stay bolt head side.
CN201811499624.7A 2018-12-09 2018-12-09 A steel structure beam column inclined support mechanism Active CN109610638B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811499624.7A CN109610638B (en) 2018-12-09 2018-12-09 A steel structure beam column inclined support mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811499624.7A CN109610638B (en) 2018-12-09 2018-12-09 A steel structure beam column inclined support mechanism

Publications (2)

Publication Number Publication Date
CN109610638A true CN109610638A (en) 2019-04-12
CN109610638B CN109610638B (en) 2025-07-11

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112982660A (en) * 2021-02-25 2021-06-18 广东恒昌源钢结构工程有限公司 Assembly type steel structure building assembly and assembly method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101208485A (en) * 2005-07-15 2008-06-25 积水化学工业株式会社 Junction joint
CN103741970A (en) * 2013-12-30 2014-04-23 广西建工集团第五建筑工程有限责任公司 Assembled machining shed for building construction and manufacture and installation method thereof
CN203769064U (en) * 2014-03-18 2014-08-13 北京光景照明设计有限公司 Frame structure unit and structural frame
CN203878771U (en) * 2014-04-14 2014-10-15 美建建筑系统(中国)有限公司 Steel structural frame
CN206800797U (en) * 2017-05-12 2017-12-26 云南建投钢结构股份有限公司 A kind of securable column braces system of industrialized production
CN209760441U (en) * 2018-12-09 2019-12-10 福建福船一帆新能源装备制造有限公司 A steel structure beam-column cable-stayed support mechanism

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101208485A (en) * 2005-07-15 2008-06-25 积水化学工业株式会社 Junction joint
CN103741970A (en) * 2013-12-30 2014-04-23 广西建工集团第五建筑工程有限责任公司 Assembled machining shed for building construction and manufacture and installation method thereof
CN203769064U (en) * 2014-03-18 2014-08-13 北京光景照明设计有限公司 Frame structure unit and structural frame
CN203878771U (en) * 2014-04-14 2014-10-15 美建建筑系统(中国)有限公司 Steel structural frame
CN206800797U (en) * 2017-05-12 2017-12-26 云南建投钢结构股份有限公司 A kind of securable column braces system of industrialized production
CN209760441U (en) * 2018-12-09 2019-12-10 福建福船一帆新能源装备制造有限公司 A steel structure beam-column cable-stayed support mechanism

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112982660A (en) * 2021-02-25 2021-06-18 广东恒昌源钢结构工程有限公司 Assembly type steel structure building assembly and assembly method

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