CN105863054A - Steel structural pipe truss beam column transferring joint - Google Patents
Steel structural pipe truss beam column transferring joint Download PDFInfo
- Publication number
- CN105863054A CN105863054A CN201610393155.5A CN201610393155A CN105863054A CN 105863054 A CN105863054 A CN 105863054A CN 201610393155 A CN201610393155 A CN 201610393155A CN 105863054 A CN105863054 A CN 105863054A
- Authority
- CN
- China
- Prior art keywords
- steel
- beam column
- plate
- truss beam
- column
- 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
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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Bridges Or Land Bridges (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a steel structural pipe truss beam column transferring installation joint. The steel structural pipe truss beam column transferring installation joint is characterized in that a steel plate is welded to the top end of a steel column to form a column top plate, a transferring piece is arranged on the column top plate, the transferring piece is provided with a base plate, a support plate is vertically welded to the base plate, the top edge of the support plate is arranged to be an arc groove, and a lower chord is supported in the arc groove of the support plate. According to the steel structural pipe truss beam column transferring installation joint, the steel plate is arranged on the column top, the transferring piece is arranged at the installation joint to be connected with a truss, the adjustable space of the column top and the truss can be increased, the stress performance of the connecting joint can be optimized, the embedded and installation speed can be increased, and the working efficiency can be greatly improved.
Description
Technical field
The present invention relates to the conversion of steel-structure tube truss beam column and install node, a kind of capital Steel Structure Installation turns
Change node.
Background technology
Truss structure materials economy, dead load is little, and rod member is in most cases only by axial tension or axial compressive force, and rod member is subject to
Power is clear and definite, it is easy to constitute various profile to adapt to different purposes, in the venue buildings of many large spans now, such as exhibitions
In center, stadiums and some other large public building, the application of tubular truss widely, traditional steel-structure tube truss
It is that two STHs at capital, gusset plate and steel column are attached fixing by high-strength bolt that node is installed in beam column conversion.But due to
Tubular truss is the least with lower boom regulation space, makes required precision high, and controlling unit is many, and difficulty of construction is big, and tubular truss is constructed into
This is bigger.
Summary of the invention
The present invention is for avoiding the weak point existing for above-mentioned prior art, it is provided that a kind of steel-structure tube truss beam column switching node,
To solve capital steel structure node installation question, increase capital and the adjustable space of truss, optimize structure tension performance, reduce
Difficulty of construction, accelerates the installation rate of tubular truss, improves truss installa-tion precision, reduces construction cost.
The present invention solves that technical problem adopts the following technical scheme that
Being structurally characterized in that of steel-structure tube truss beam column switching node of the present invention: at the top welding steel of steel column, forms abacus,
Arranging bridgeware on described abacus, described bridgeware has base plate, in being uprightly welded with supporting plate on described base plate, and institute
The top margin stating supporting plate is set to circular groove, and lower boom is supported in the circular groove of described supporting plate.
The construction features of steel-structure tube truss beam column switching node of the present invention lies also in: described supporting plate is parallel and spaced
Twice.
Compared with the prior art, the present invention has the beneficial effect that:
1, the present invention arranges steel plate at capital, and arranges a bridgeware at node be connected with truss in installing, increase capital and truss
Adjustable space, optimize connect node stress performance, accelerate pre-buried and installation rate, drastically increase work efficiency；
2, the present invention can make tubular truss load be delivered to abacus through supporting plate and base plate, then is delivered to steel column, whole
Convert node Path of Force Transfer clear and definite；
3, the present invention can regulate the error of built-in fitting, plays the implementation effect that correction is corrected, and effectively meets the installation essence of truss
Degree requirement；It makes simple, easy for installation, it is easy to construction.
Accompanying drawing explanation
Fig. 1 is present configuration schematic diagram；
Fig. 2 a is installation node main TV structure schematic diagram in the present invention；
Fig. 2 b is installation node plan structure schematic diagram in the present invention；
Label in figure: 1 steel column；2 abacus；3 base plates；4 supporting plates；5 lower booms；6 bolts；7 bolts hole.
Detailed description of the invention
Seeing Fig. 1, Fig. 2 a and Fig. 2 b, in the present embodiment, the version of steel-structure tube truss beam column switching node is: at steel column
The top welding steel of 1, forms abacus, arranges bridgeware on abacus 2, and bridgeware has base plate 3, on base plate 3
In being uprightly welded with supporting plate 4, the top margin of supporting plate 4 is set to circular groove, and lower boom 5 is supported on the circle of supporting plate 4
In arc groove；In order to improve steadiness, supporting plate 4 is provided parallel to and twice separately.
In being embodied as, it is to utilize bolt 6 and bolt hole 7 to be fixedly connected between base plate 3 and abacus 2, tubular truss
In lower boom 5 and supporting plate 4 between weld for fixing.
Present disclosure applies equally to concrete column, for concrete column, pre-buried abacus 2 in concrete column manufacturing process, with
Sample arranges bridgeware in abacus and tubular truss between lower boom 5, form the conversion of tubular truss beam column and install node.
Nodal force bang path of the present invention is clear and definite, and node framework stress performance is superior, and its connecting rod structure is simple, effectively reduces
Difficulty of construction, improves that steel construction is prefabricated and installation rate.
Claims (3)
1. a steel-structure tube truss beam column switching node, is characterized in that: at the top welding steel of steel column (1), forms capital
Plate, arranges bridgeware on described abacus (2), and described bridgeware has base plate (3), in being uprightly welded with on described base plate (3)
Supporting plate (4), the top margin of described supporting plate (4) is set to circular groove, and lower boom (5) is supported on the circular arc of described supporting plate (4)
In connected in star.
Steel-structure tube truss beam column switching node the most according to claim 1, is characterized in that: described supporting plate (4) is flat
Capable and spaced twice.
Steel-structure tube truss beam column switching node the most according to claim 1 and 2, is characterized in that: in described base plate (3)
Bolt (6) is fixing to be connected with using between abacus (2), the lower boom (5) in tubular truss be to fix to weld between supporting plate (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610393155.5A CN105863054A (en) | 2016-05-31 | 2016-05-31 | Steel structural pipe truss beam column transferring joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610393155.5A CN105863054A (en) | 2016-05-31 | 2016-05-31 | Steel structural pipe truss beam column transferring joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105863054A true CN105863054A (en) | 2016-08-17 |
Family
ID=56677044
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610393155.5A Pending CN105863054A (en) | 2016-05-31 | 2016-05-31 | Steel structural pipe truss beam column transferring joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105863054A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110029735A (en) * | 2019-05-28 | 2019-07-19 | 中铁建设集团有限公司 | A kind of capital supporting arrangement for low level jacking formwork system |
| CN113622522A (en) * | 2021-08-19 | 2021-11-09 | 无锡信泰模架科技有限公司 | Novel steel pipe truss mounting |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1404606A1 (en) * | 1986-12-08 | 1988-06-23 | Горьковское Проектно-Технологическое Бюро Всесоюзного Научно-Исследовательского И Проектного Института "Промстальконструкция" | Column support for truss |
| RU2010092C1 (en) * | 1993-05-19 | 1994-03-30 | Станислав Михайлович Баранов | Building and frame of building skeleton |
| CN201865204U (en) * | 2010-10-22 | 2011-06-15 | 广东杭萧钢构有限公司 | Spatial connection structure of truss and batter post |
| CN103774752A (en) * | 2014-01-16 | 2014-05-07 | 山东杭萧钢构有限公司 | Steel pipe truss hinging node device |
| CN103883131A (en) * | 2014-03-31 | 2014-06-25 | 中国建筑第八工程局有限公司 | Connecting structure for roof truss tube and steel tube column and construction method thereof |
| CN203684407U (en) * | 2014-01-09 | 2014-07-02 | 重庆科创职业学院 | Roof installing structure of steel structure factory building |
| CN203891200U (en) * | 2014-05-23 | 2014-10-22 | 浙江东南网架股份有限公司 | Large-contact-surface rotatable support of large-span spatial lattice structure |
| CN205637135U (en) * | 2016-05-31 | 2016-10-12 | 安徽富煌建筑设计研究有限公司 | Steel construction pipe truss beam column conversion node |
-
2016
- 2016-05-31 CN CN201610393155.5A patent/CN105863054A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1404606A1 (en) * | 1986-12-08 | 1988-06-23 | Горьковское Проектно-Технологическое Бюро Всесоюзного Научно-Исследовательского И Проектного Института "Промстальконструкция" | Column support for truss |
| RU2010092C1 (en) * | 1993-05-19 | 1994-03-30 | Станислав Михайлович Баранов | Building and frame of building skeleton |
| CN201865204U (en) * | 2010-10-22 | 2011-06-15 | 广东杭萧钢构有限公司 | Spatial connection structure of truss and batter post |
| CN203684407U (en) * | 2014-01-09 | 2014-07-02 | 重庆科创职业学院 | Roof installing structure of steel structure factory building |
| CN103774752A (en) * | 2014-01-16 | 2014-05-07 | 山东杭萧钢构有限公司 | Steel pipe truss hinging node device |
| CN103883131A (en) * | 2014-03-31 | 2014-06-25 | 中国建筑第八工程局有限公司 | Connecting structure for roof truss tube and steel tube column and construction method thereof |
| CN203891200U (en) * | 2014-05-23 | 2014-10-22 | 浙江东南网架股份有限公司 | Large-contact-surface rotatable support of large-span spatial lattice structure |
| CN205637135U (en) * | 2016-05-31 | 2016-10-12 | 安徽富煌建筑设计研究有限公司 | Steel construction pipe truss beam column conversion node |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110029735A (en) * | 2019-05-28 | 2019-07-19 | 中铁建设集团有限公司 | A kind of capital supporting arrangement for low level jacking formwork system |
| CN113622522A (en) * | 2021-08-19 | 2021-11-09 | 无锡信泰模架科技有限公司 | Novel steel pipe truss mounting |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160817 |
|
| RJ01 | Rejection of invention patent application after publication |