CN105735471A - Connecting structure for steel-structure box columns - Google Patents
Connecting structure for steel-structure box columns Download PDFInfo
- Publication number
- CN105735471A CN105735471A CN201610088505.7A CN201610088505A CN105735471A CN 105735471 A CN105735471 A CN 105735471A CN 201610088505 A CN201610088505 A CN 201610088505A CN 105735471 A CN105735471 A CN 105735471A
- Authority
- CN
- China
- Prior art keywords
- box column
- steel construction
- construction box
- section steel
- structure box
- 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
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- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- 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
- E04B2001/2415—Brackets, gussets, joining plates
Abstract
The invention provides a connecting structure for steel-structure box columns. The connecting structure for the steel-structure box columns comprises the at least one upper section steel-structure box column and the at least one lower section steel-structure box column which are connected in an up-down butt joint mode. The upper ends of the four vertical faces of each lower section steel-structure box column are each provided with a positioning plate perpendicularly arranged. The upper portions of the positioning plates upwards stretch out at the edge of the upper end of each lower section steel-structure box column, and conical falling oblique openings used for guiding each upper section steel-structure box column to fall are formed in the sides, close to the corresponding lower section steel-structure box column, of the upper portions of the positioning plates stretching out at the edge of the upper end of the lower section steel-structure box column. The upper section steel-structure box columns and the lower section steel-structure box columns are each provided with two connecting plates which are perpendicularly arranged side by side and provided with bolt connecting holes. The two connecting plates on each lower section steel-structure box column are located on the two sides of the corresponding positioning plates. After stretching out at the edge of the upper end of each lower section steel-structure box column, the upper portions of the positioning plates can be connected between the two connecting plates correspondingly arranged on the corresponding upper section steel-structure box column in an inserted mode.
Description
Technical field
The present invention relates to a kind of steel construction box column attachment structure, belong to steel building technical field.
Background technology
Steel construction box column refers to that profile is rectangular Big Iron pillar, and with its bearing capacity height, anti-seismic performance is good, make simple and direct feature, applies more and more extensive in field of steel structure.Steel construction box column is when application, often as insufficient height needs multistage is connected together use, so in work progress, it is frequently necessary to be lifted on another section of steel construction box column with crane by one section of steel construction box column, use when two sections steel construction box column is welded into one after aligning.But steel construction box column, up and down to timing, is aligning auxiliary body reliably because lacking up and down, and upper and lower steel construction box column, timing easily occurs deviation, generally welds and links together, reduce fastness.
Summary of the invention
It is an object of the invention to the deficiency overcoming prior art to exist, and a kind of simple in construction is provided, easy to install and use, can preferably upper and lower steel construction box column be aligned, and the steel construction box column attachment structure welded together easily.
It is an object of the invention to complete by following technical solution, a kind of steel construction box column attachment structure, it includes about at least two sections steel construction box columns docked, four facade upper ends of described hypomere steel construction box column are respectively arranged with one piece of vertically arranged location-plate, described location-plate top protrudes upward at edge, lower segment structure box column upper end, and stretches out the location-plate top at edge, lower segment structure box column upper end and be provided with the taper whereabouts angle for guiding epimere steel construction box column to fall near the side of hypomere steel construction box column.
As preferably: described epimere steel construction box column and hypomere steel construction box column are correspondingly arranged on that two pieces of tile verticallies are arranged, with bolt connecting hole connecting plate respectively, wherein on hypomere steel construction box column, two pieces of connecting plates are positioned at location-plate both sides, and the top of described location-plate is stretched out and can be plugged on described epimere steel construction box column between the two pieces of connecting plates being correspondingly arranged behind edge, hypomere steel construction box column upper end.
The invention belongs to improvements over the prior art, it has simple in construction, easy to install and use, can be aligned by upper and lower steel construction box column preferably, and the feature such as welds together easily.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention.
Fig. 2 is the cross sectional representation of steel construction box column of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention will be described in detail: Fig. 1, shown in 2, a kind of steel construction box column attachment structure of the present invention, it includes about at least two sections steel construction box columns 3 docked, four facade upper ends of described hypomere steel construction box column 3 are respectively arranged with one piece of vertically arranged location-plate 2, described location-plate 2 top protrudes upward at edge, lower segment structure box column 3 upper end, and stretch out location-plate 2 top at edge, lower segment structure box column 3 upper end and be provided with the taper whereabouts angle for guiding epimere steel construction box column to fall near the side of hypomere steel construction box column.
Shown in figure, described epimere steel construction box column 3 and hypomere steel construction box column 3 are correspondingly arranged on that two pieces of tile verticallies are arranged, with bolt connecting hole connecting plate 1 respectively, wherein on hypomere steel construction box column 3, two pieces of connecting plates 1 are positioned at location-plate 2 both sides, and the top of described location-plate 2 is stretched out and can be plugged on described epimere steel construction box column between the two pieces of connecting plates 1 being correspondingly arranged behind edge, hypomere steel construction box column upper end.
Embodiment:
Location-plate 2 that the present invention includes being separately positioned on 3 four facade tops of hypomere steel construction box column and be correspondingly arranged on epimere steel construction box column 3 and hypomere steel construction box column 3 respectively and the connecting plate 1 of strap bolt connecting hole, the bottom of described location-plate 2 is arranged on hypomere steel construction box column 4, and the top of location-plate 3 is provided with the taper whereabouts mouth for guiding epimere steel construction box column 4 to fall near the side of hypomere steel construction box column 4.
At the scene during installation, loop wheel machine slowly hangs vertical steel column top after being sling by steel column, connected by two sections of steel columns with bolt after then being alignd by steel column；Treat the post-equalization perpendicularity welding of steel column installation；After two sections steel column 3 home position being proofreaded during installation, connecting plate 1 is connected with steel column location-plate 2, makes two sections steel column 3 be linked to be an entirety.
Claims (2)
1. a steel construction box column attachment structure, it includes about at least two sections steel construction box columns docked, it is characterized in that four facade upper ends of described hypomere steel construction box column are respectively arranged with one piece of vertically arranged location-plate, described location-plate top protrudes upward at edge, lower segment structure box column upper end, and stretches out the location-plate top at edge, lower segment structure box column upper end and be provided with the taper whereabouts angle for guiding epimere steel construction box column to fall near the side of hypomere steel construction box column.
2. steel construction box column attachment structure according to claim 1, it is characterized in that described epimere steel construction box column and hypomere steel construction box column are correspondingly arranged on that two pieces of tile verticallies are arranged, with bolt connecting hole connecting plate respectively, wherein on hypomere steel construction box column, two pieces of connecting plates are positioned at location-plate both sides, and the top of described location-plate is stretched out and can be plugged on described epimere steel construction box column between the two pieces of connecting plates being correspondingly arranged behind edge, hypomere steel construction box column upper end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088505.7A CN105735471A (en) | 2016-02-17 | 2016-02-17 | Connecting structure for steel-structure box columns |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088505.7A CN105735471A (en) | 2016-02-17 | 2016-02-17 | Connecting structure for steel-structure box columns |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105735471A true CN105735471A (en) | 2016-07-06 |
Family
ID=56245937
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088505.7A Pending CN105735471A (en) | 2016-02-17 | 2016-02-17 | Connecting structure for steel-structure box columns |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105735471A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836489A (en) * | 2017-02-23 | 2017-06-13 | 张春巍 | A kind of assembled round steel pipe sleeve pipe fiber concrete column connected node and installation method |
| CN107795013A (en) * | 2016-08-30 | 2018-03-13 | 谢志强 | A kind of assembled light gauge cold-formed steel shape plate-column structure Tenon grafting system and its construction method |
| CN108756064A (en) * | 2018-08-24 | 2018-11-06 | 浙江远大钢构实业有限公司 | A kind of square tube column docking auxiliary construction structure |
| CN108930359A (en) * | 2018-06-25 | 2018-12-04 | 五冶集团上海有限公司 | A kind of structure and method for the docking of high-altitude large-scale steel structure column |
| CN109183987A (en) * | 2018-08-31 | 2019-01-11 | 上海二十冶建设有限公司 | A kind of adjustable steel column installation elevation to ear connecting plate node and its application method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0449346A (en) * | 1990-06-18 | 1992-02-18 | Kajima Corp | Joint structure and joint metal for upper and lower steel pipe column |
| CN203145192U (en) * | 2013-02-25 | 2013-08-21 | 河北省第二建筑工程公司 | Auxiliary hoisting and jointing device for steel structural box columns |
| CN203603373U (en) * | 2013-12-06 | 2014-05-21 | 浙江恒基钢结构工程有限公司 | Box-shaped steel-structured column member |
| CN204781597U (en) * | 2015-05-29 | 2015-11-18 | 中建钢构江苏有限公司 | Cross eccentric variable cross section steel column butt joint node structure |
| CN205382559U (en) * | 2015-12-01 | 2016-07-13 | 浙江远大钢构实业有限公司 | Steel structure box type post connection structure |
-
2016
- 2016-02-17 CN CN201610088505.7A patent/CN105735471A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0449346A (en) * | 1990-06-18 | 1992-02-18 | Kajima Corp | Joint structure and joint metal for upper and lower steel pipe column |
| CN203145192U (en) * | 2013-02-25 | 2013-08-21 | 河北省第二建筑工程公司 | Auxiliary hoisting and jointing device for steel structural box columns |
| CN203603373U (en) * | 2013-12-06 | 2014-05-21 | 浙江恒基钢结构工程有限公司 | Box-shaped steel-structured column member |
| CN204781597U (en) * | 2015-05-29 | 2015-11-18 | 中建钢构江苏有限公司 | Cross eccentric variable cross section steel column butt joint node structure |
| CN205382559U (en) * | 2015-12-01 | 2016-07-13 | 浙江远大钢构实业有限公司 | Steel structure box type post connection structure |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107795013A (en) * | 2016-08-30 | 2018-03-13 | 谢志强 | A kind of assembled light gauge cold-formed steel shape plate-column structure Tenon grafting system and its construction method |
| CN106836489A (en) * | 2017-02-23 | 2017-06-13 | 张春巍 | A kind of assembled round steel pipe sleeve pipe fiber concrete column connected node and installation method |
| US10851537B2 (en) | 2017-02-23 | 2020-12-01 | Chunwei Zhang | Assemblable structural column joint connection using fiber-reinforced concrete filled round double steel tubes and mounting method thereof |
| CN108930359A (en) * | 2018-06-25 | 2018-12-04 | 五冶集团上海有限公司 | A kind of structure and method for the docking of high-altitude large-scale steel structure column |
| CN108756064A (en) * | 2018-08-24 | 2018-11-06 | 浙江远大钢构实业有限公司 | A kind of square tube column docking auxiliary construction structure |
| CN109183987A (en) * | 2018-08-31 | 2019-01-11 | 上海二十冶建设有限公司 | A kind of adjustable steel column installation elevation to ear connecting plate node and its application method |
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| 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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160706 |