CN106988434B - A kind of installation method of steel house pillar gimbal point structure - Google Patents
A kind of installation method of steel house pillar gimbal point structure Download PDFInfo
- Publication number
- CN106988434B CN106988434B CN201710435027.7A CN201710435027A CN106988434B CN 106988434 B CN106988434 B CN 106988434B CN 201710435027 A CN201710435027 A CN 201710435027A CN 106988434 B CN106988434 B CN 106988434B
- Authority
- CN
- China
- Prior art keywords
- bolt
- gimbal point
- pillar
- point structure
- adjustment barrel
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2439—Adjustable connections, e.g. using elongated slots or threaded adjustment elements
Abstract
The invention discloses a kind of installation method of steel house pillar gimbal point structure, comprise the following steps：The connection of the connection of universal joint and bolt, bolt and pillar, bolt screwing and adjusting.Construction is simple of the present invention, can carry out beam column of steel structure any angle connection, and process is not limited by place, abandoned welding step, improved steel structure node quality, eliminated the potential safety hazard of steel building.
Description
Technical field
Present invention relates particularly to gimbal point structure installation method, belongs to building materials installing area.
Background technology
With the development of the social economy, the expansion that the expansion of human culture activity, production-scale expansion and storage need
Greatly, steel building is increasingly widely used, and the construction of traditional steel building is at the scene using welding mostly
Mode is attached, and adds workload, and is limited by construction environment and condition, and welding manner has potential safety hazard.
Gimbal point structure can in any direction on rotated freely；Meets the needs of constructing stereochemical structure, at present
Gimbal point is mainly used in the transmission of power, and mounting means of the gimbal point structure in structure of steel structure building is temporarily gone back at present
There is no the report of Patents.
The present invention is namely based on this thinking, have selected suitable material, and gimbal point structure is arranged on into steel house
Pillar on.
The content of the invention
The present invention is to overcome the weak point in existing background technology, and the invention provides a kind of steel house top
The installation method of beam column gimbal point structure.
To achieve the above object, the present invention provides following technical scheme：
A kind of installation method of steel house pillar gimbal point structure, comprises the following steps：
1）The connection of gimbal point and bolt, high-strength bolt screw head is placed directly within the ball groove of gimbal point structure,
Mounted high-strength bolt can be freely movable in the ball groove of gimbal point structure, wherein, high-strength bolt screw head is ball
Hinge type screw head, self-lubricating protective pad is cased with spherical hinge type screw head；Gimbal point structure ball groove inwall is with relative with ball pivot screw head
The ball pivot neck answered；
2）The connection of bolt and pillar, bolt is attached by union nut and pillar, wherein, union nut
It is the assembly directly mutually passed through with pillar, changes with the change in shape of pillar, is used with bolt matching；
3）Bolt screwing and adjusting：By bolted spherical node adjustment barrel, mounted bolt is carried out to screw regulation, so
Bolt and adjustment barrel are fixed from two sides with holding screw afterwards, prevent it from rotating.
Preferably, described high-strength bolt diameter 12-60mm, bolt head change with the ball groove size of gimbal point structure
And change.
Preferably, described bolted spherical node adjustment barrel is enclosed on high-strength bolt bar, the bottom of adjustment barrel and universal joint
Point ball groove can carry out slitless connection by pad.
Preferably, described holding screw is to be applied in by locknut on adjustment barrel inwall, and holding screw is located at
The symmetrical both sides of adjustment barrel, locknut have locknut pad positioned at regulation drum outer wall between locknut and outer wall.
Compared with prior art, the beneficial effects of the invention are as follows：
1. steel construction weldering is avoided using technology of the bolt by gimbal point structure on pillar in the present invention
What is connect in succession is dangerous, improves the securely index of steel house.
2. using gimbal point structure in the present invention, reduce steel building and construct in suspension bracket difficulty easy for installation,
Improve efficiency of construction.
Brief description of the drawings
Fig. 1 is overall structure diagram of the present invention；
Fig. 2 is gimbal point structure ball groove floor map of the present invention；
Fig. 3 is high-strength bolt structural representation of the present invention
In figure：1st, high-strength bolt screw head, 2, similar bolted spherical node adjustment barrel, 3, high-strength bolt screw rod, 4, adapter
Nut, 5, locknut, 6, holding screw, 7, self-lubricating protective pad, 8, gimbal point ball groove, 9, locknut pad, 10,
Ball pivot neck, 11, high-strength bolt；
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments, based on this
Embodiment in invention, the every other reality that those of ordinary skill in the art are obtained under the premise of creative work is not made
Example is applied, belongs to the scope of invention protection.
Fig. 1-3 are referred to, the present invention provides a kind of technical scheme：
As Figure 1-3, the installation method bag of a kind of steel house pillar gimbal point structure in the present embodiment
Include high-strength bolt ball pivot screw head（1）, similar bolted spherical node adjustment barrel（2）, high-strength bolt screw rod（3）, union nut
（4）, locknut（5）, holding screw（6）, self-lubricating protective pad（7）, gimbal point ball groove（8）, locknut pad（9）,
Ball pivot neck（10）, high-strength bolt（11）.
1）The connection of gimbal point and bolt, choose a diameter of 30mm and carry ball pivot screw head（1）High-strength bolt（11）
And self-lubricating protective pad is padded on bolt head（7）, then by described high-strength bolt head（1）It is universal with corresponding size
The ball groove of node structure（8）Interior ball pivot neck（10）Carry out clamping, the high-strength bolt after engaging（11）Can be with ball pivot card
Groove（10）Dumpling connection is formed, carries out freely activity.
2）The connection of bolt and pillar, by above-mentioned good and sound bolt（11）Gimbal point structure pass through supporting adapter spiral shell
It is female（4）It is screwed on pillar；Union nut（4）It is directly welded on pillar, mutually coherent entirety is formed with pillar.
3）Bolt screwing and adjusting：To the above-mentioned gimbal point structure to have spun, by rotation set in high-strength bolt bar
（3）On similar bolted spherical node adjustment barrel（2）Fixation is adjusted, by adjustment barrel（2）It is threaded to bottom and universal joint ball groove
（8）The pad of upper surface, which is tightly connected to, can not rotate adjustment barrel again（2）Extremely, now to adjust to most tight, after adjustment, so
Afterwards by being applied in adjustment barrel（2）The holding screw of symmetrical both sides（6）With corresponding locknut（5）To adjustment barrel（2）And spiral shell
Bolt（11）It is fixed to holding screw（6）It can not rotate again.In order to prevent locknut（5）To adjustment barrel（2）The friction of wall
Destroy, in locknut（5）With adjusting barrel（2）Between added with locknut pad（9）.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of changes, modification can be carried out to these embodiments, replace without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is by appended claims and its is equal.
Claims (4)
- A kind of 1. installation method of steel house pillar gimbal point structure, it is characterised in that：Comprise the following steps：1）The connection of gimbal point and bolt, by high-strength bolt screw head（1）It is placed directly within the ball groove of gimbal point structure（8） It is interior, mounted high-strength bolt（11）In the ball groove of gimbal point structure（8）Interior freely activity, wherein, high-strength bolt spiral shell Head（1）It is spherical hinge type screw head, spherical hinge type screw head（1）On be cased with self-lubricating protective pad（7）；Gimbal point structure ball groove（8）Inwall With the ball pivot neck corresponding with ball pivot screw head（10）；2）The connection of bolt and pillar, by bolt（11）Pass through union nut（4）It is attached with pillar, wherein, adapter Nut（4）It is the assembly directly mutually passed through with pillar, union nut uses with bolt matching；3）Bolt screwing and adjusting：Pass through bolted spherical node adjustment barrel（2）, to mounted bolt（11）Carry out screwing tune Section, then uses holding screw（6）From two sides by bolt（11）With adjustment barrel（2）It is fixed.
- A kind of 2. installation method of steel house pillar gimbal point structure according to claim 1, it is characterised in that： Described high-strength bolt（11）Diameter 12-60mm, high-strength bolt screw head（1）Used with gimbal point setted structure.
- A kind of 3. installation method of steel house pillar gimbal point structure according to claim 1, it is characterised in that： Described bolted spherical node adjustment barrel（2）Rotation set is in high-strength bolt bar（3）On, bottom and the gimbal point ball groove of adjustment barrel （8）Between have attachment spacers.
- A kind of 4. installation method of steel house pillar gimbal point structure according to claim 1, it is characterised in that： Described holding screw（6）It is to pass through locknut（5）It is applied in adjustment barrel（2）On inwall, holding screw（6）Positioned at regulation Cylinder（2）Symmetrical both sides, locknut（5）Positioned at adjustment barrel（2）Outer wall, locknut（5）There is locknut between outer wall Pad（9）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710435027.7A CN106988434B (en) | 2017-06-10 | 2017-06-10 | A kind of installation method of steel house pillar gimbal point structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710435027.7A CN106988434B (en) | 2017-06-10 | 2017-06-10 | A kind of installation method of steel house pillar gimbal point structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106988434A CN106988434A (en) | 2017-07-28 |
| CN106988434B true CN106988434B (en) | 2018-03-23 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710435027.7A Expired - Fee Related CN106988434B (en) | 2017-06-10 | 2017-06-10 | A kind of installation method of steel house pillar gimbal point structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN106988434B (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109024620A (en) * | 2018-07-05 | 2018-12-18 | 重庆大学产业技术研究院 | A kind of self-locking assembled flexible protective slope structure and its construction method |
| CN108755958B (en) * | 2018-07-20 | 2020-04-17 | 首钢水城钢铁(集团)赛德建设有限公司 | BIM technology auxiliary special-shaped steel structure and building |
| CN112144657A (en) * | 2020-09-17 | 2020-12-29 | 宋蓝 | Mounting method of steel structure house top beam column universal joint structure |
| CN113026945B (en) * | 2021-03-25 | 2022-09-09 | 南通居者安建筑科学研究院有限公司 | Mounting method of steel structure roof top beam column universal joint structure |
| CN113813581B (en) * | 2021-10-14 | 2023-05-16 | 陕西国际商贸学院 | Tennis training device with rotatable tennis serving function |
| CN114607040B (en) * | 2022-04-06 | 2024-04-05 | 河南华博绿色建筑科技有限公司 | Assembled house and construction method thereof |
Citations (7)
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|---|---|---|---|---|
| CN1811086A (en) * | 2006-01-12 | 2006-08-02 | 北京市建筑设计研究院 | Steel structure gimbal |
| JP2006275171A (en) * | 2005-03-29 | 2006-10-12 | Ntn Corp | Stationary type constant velocity universal joint |
| CN2908631Y (en) * | 2006-05-12 | 2007-06-06 | 北京工业大学 | Adjustable node connection device of prestressed steel structure brace rod |
| CN201121366Y (en) * | 2007-10-31 | 2008-09-24 | 北京市建筑设计研究院 | Universal rotating cord clip device with steel structure |
| CN101806325A (en) * | 2009-06-13 | 2010-08-18 | 福建龙溪轴承(集团)股份有限公司 | Hardware universal hinging unit |
| CN102359233A (en) * | 2011-08-16 | 2012-02-22 | 龙驰幕墙工程有限公司 | Universal steering connecting piece |
| CN103422573A (en) * | 2012-12-28 | 2013-12-04 | 江河创建集团股份有限公司 | Hyperbolical variable point-supported three dimensional universal adjustable support |
-
2017
- 2017-06-10 CN CN201710435027.7A patent/CN106988434B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006275171A (en) * | 2005-03-29 | 2006-10-12 | Ntn Corp | Stationary type constant velocity universal joint |
| CN1811086A (en) * | 2006-01-12 | 2006-08-02 | 北京市建筑设计研究院 | Steel structure gimbal |
| CN2908631Y (en) * | 2006-05-12 | 2007-06-06 | 北京工业大学 | Adjustable node connection device of prestressed steel structure brace rod |
| CN201121366Y (en) * | 2007-10-31 | 2008-09-24 | 北京市建筑设计研究院 | Universal rotating cord clip device with steel structure |
| CN101806325A (en) * | 2009-06-13 | 2010-08-18 | 福建龙溪轴承(集团)股份有限公司 | Hardware universal hinging unit |
| CN102359233A (en) * | 2011-08-16 | 2012-02-22 | 龙驰幕墙工程有限公司 | Universal steering connecting piece |
| CN103422573A (en) * | 2012-12-28 | 2013-12-04 | 江河创建集团股份有限公司 | Hyperbolical variable point-supported three dimensional universal adjustable support |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106988434A (en) | 2017-07-28 |
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Granted publication date: 20180323 |
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