CN208563599U - A kind of steel box column splicing node - Google Patents
A kind of steel box column splicing node Download PDFInfo
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- CN208563599U CN208563599U CN201821098434.XU CN201821098434U CN208563599U CN 208563599 U CN208563599 U CN 208563599U CN 201821098434 U CN201821098434 U CN 201821098434U CN 208563599 U CN208563599 U CN 208563599U
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Abstract
The utility model discloses a kind of steel box columns to splice node, including upper pole unit and lower pole unit, the connection unit for connecting the upper pole unit and lower pole unit is equipped between the upper pole unit and lower pole unit, one end of the connection unit is fixed in the inner wall of end of the lower pole unit, and the other end of the connection unit is higher by the lower pole unit and affixed with the inner wall of end of upper pole unit after the upper pole unit docking insertion.The steel box column splicing node of the utility model is suitable for resistance of super high-rise steel structures and bears the steel column of special load and the higher special steel of security level, has many advantages, such as that safety economy is convenient, splicing accuracy is high, intensity is good, quality.
Description
Technical field
The utility model belongs to structural engineering technical field more particularly to a kind of steel box column splicing node.
Background technique
As China's increasing environmental pollution, resource constraint enhancing, construction industry recruitment cost rise, tradition is labor-intensive
Construction industry face transition pressure, green building and building industrialization are increasingly becoming the development trend of current building trade.Steel knot
Building is built with prefabrication, in-site installation, material high-strength light, transportation cost are low and green low-carbon environment-friendly is can be recycled
Advantage is the optimum carrier of building industrialization.
The pillar of resistance of super high-rise steel structures, receiving special load and the higher extraordinary steel construction of security level generallys use
Steel box column, steel box column need to carry out merogenesis, factory's segmental machining, scene splicing, lifting according to site operation.Currently,
China's steel building joint connection in site, such as column splices with column, beam and beam splicing, beam and column are connect still with site welding or bolt
It welds based on Hybrid connections, is mostly selected by " more high-rise civil building steel structure node details of construction " (16G519), wherein such as Fig. 1
To shown in Fig. 3, steel box column splices the conventionally employed upper and lower otic placode 6 of node, is positioned using double plate bolt connecting mode,
This traditional connection positioning is simple and practical for small bore steel column, for the steel box column in large-scale or super-huge section, due to
Do not account for the adverse effect of 6 welding deviation of lower ear plate and the double plate changing of the relative positions, scene often occur segmented column dislocation up and down compared with
Big problem causes steel box column to splice low efficiency, influences steel box column joining quality, secondly the soldering of stitching portion, steel
Column section is put more energy into it is difficult to ensure that high quality completion, causes the stitching portion of column often to become structure short slab.
In addition, connection of the Zhong Yejianyan institute for steel column on-site consolidation and column and beam in steel building, by upper and lower
Node area is arranged in column, site welding is reduced, or avoid site welding completely by high-strength bolt connection, without using tradition splicing
Being fixed temporarily for upper lower prop is realized by otic placode 6 and connecting plate 7 in node, but this application be mostly bear the industry of conventional load with
Civilian steel building, steel box column section is smaller, does not account for putting more energy into inside column.For resistance of super high-rise steel structures, bear spy
The steel column of different load and the higher extraordinary steel construction of security level need to be set since its section is big (short side >=1.5m) in section
Ribbed stiffener is set, and uses the splicing node, the processing of seam crossing ribbed stiffener is also it is contemplated that and for the special steel knot for bearing dynamic load
Structure, such as derrick of copper-mine, steel structure bridge construction of structures require to realize using level-one groove full penetration weld upper lower prop etc. it is strong
Connection；It should be used according to the I and II weld seam of " code for acceptance of construction quality of steel structures " GB50205 design requirement complete penetraction and fusion in welding
Ultrasonic examination carries out internal flaw inspection, and when ultrasonic examination cannot judge defect, Ying Caiyong radiographic inspection is right
Live joining quality proposes high requirement, is related to the scene splicing skill of the box arch of such steel construction building at present
Art scheme almost without.
Utility model content
The technical problems to be solved in the utility model is to overcome the shortcomings of the prior art, provides a kind of safety economy just
It is prompt, splicing accuracy is high, intensity is good, quality and can be effectively for bearing special load and the higher extraordinary steel construction of security level
Steel box column splice node.
In order to solve the above technical problems, the utility model proposes technical solution are as follows:
A kind of steel box column splices node, including upper pole unit and lower pole unit, the upper pole unit and lower pole unit it
Between be equipped with connection unit for connecting the upper pole unit and lower pole unit, one end of the connection unit be fixed in it is described under
The inner wall of end of pole unit, the other end of the connection unit are higher by the lower pole unit and in the upper pole unit docking insertions
It is affixed with the inner wall of end of upper pole unit afterwards.
Above-mentioned steel box column splices node, it is preferred that the connection unit is put more energy into including circumferential connecting plate, the first circumferential direction
Rib and the second circumferential ribbed stiffener, the described second circumferential ribbed stiffener are arranged in parallel in the inside of the circumferential connecting plate, and described first
Circumferential ribbed stiffener is vertically installed between the circumferential connecting plate and the second circumferential ribbed stiffener, the circumferential direction connecting plate, the first ring
The connection unit of i shaped cross section is connected and composed to ribbed stiffener and the second circumferential ribbed stiffener.
Above-mentioned steel box column splices node, it is preferred that the described second circumferential ribbed stiffener encloses in the circumferential structure constituted
Side is equipped with the manhole unit for entering inside steel box column for worker and carrying out operation.
Above-mentioned steel box column splices node, it is preferred that is equipped with and flushes on the upper pole unit and lower pole unit
The plate mutual cooperation that is located by connecting of pole unit or the plate that is located by connecting of lower prop unit port, the upper pole unit and lower pole unit,
The plate that is located by connecting is equipped with bolt hole, the mutually matched plate that is located by connecting after the upper pole unit and lower prop unit spliced
Bolt hole in be equipped with and be located by connecting bolt.
Above-mentioned steel box column splices node, it is preferred that the lower pole unit includes muti-piece lower prop steel plate, under the muti-piece
Affixed composition steel box column structure between column steel plate is symmetrically arranged with multiple welded with lower prop ribbed stiffener on the inside of the lower prop steel plate.
Above-mentioned steel box column splices node, it is preferred that the upper pole unit includes muti-piece upper prop steel plate, on the muti-piece
Affixed composition steel box column structure between column steel plate is symmetrically arranged with multiple upper prop ribbed stiffeners on the inside of the upper prop steel plate.
Above-mentioned steel box column splices node, it is preferred that the lower end of the upper prop ribbed stiffener is reserved with single for the connection
The bell socket of the end insertion of member, the bell socket match with the connection unit.
Above-mentioned steel box column splices node, it is preferred that on every column side of the upper pole unit and lower pole unit at least
Equipped with the plate that is located by connecting.
A kind of installation method of steel box column splicing node, includes the following steps,
S1, steel box column section and each element size, pre-processed upper pole unit, lower pole unit are selected according to calculating
And connection unit, one end of connection unit is welded in the end of lower pole unit, and manhole unit is reserved in connection unit；
The other end of the bell socket alignment connection unit of upper pole unit is docked insertion by pole unit on S2, lifting；
The plate that is located by connecting of S3, upper pole unit and lower pole unit, which successively dock, to be agreed with, the bolt that will be located by connecting insertion docking
Be located by connecting in plate and tighten fixation；
S4, the welding for carrying out pole unit and lower prop unit spliced seam crossing, are entered in steel box column by manhole unit
Portion carries out the weld job of pole unit, lower pole unit and connection unit bell and spigot, by connection unit respectively with upper prop ribbed stiffener
It is welded and fixed with welded with lower prop ribbed stiffener.
Above-mentioned installation method, the step S4 further include later step S5 and S6,
S5, the plate that is located by connecting is cut off, and completes whole weld seams；
S6, steel structure coating operation within the scope of weld seam and two sides is carried out, completes steel box column scene stitching operation up and down.
Compared with the prior art, the advantages of the utility model are:
The steel box column of the utility model splices node, including upper pole unit, lower pole unit and connection unit, connection unit
It is fixed in the end of lower pole unit and exposes end a part of lower pole unit, the connection unit that upper pole unit is exposed by insertion
It realizes docking, can well guarantee the splicing precision and splicing intensity of upper pole unit and lower pole unit, and then improve the quality of splicing,
The equal strong ties for realizing steel box column top and the bottom, have the advantages that safely, economy, convenient, the furthermore box of the utility model
Steel column splicing node is applicable not only to bearing load industry lesser compared with conventional, column section and builds with civilian steel, applies also for surpassing
Nigh-level synthesis and the steel column for bearing special load and the higher special steel of security level, as superelevation steel construction,
Derrick of copper-mine, steel structure bridge etc., it is big (short side >=1.5m) in box-type section, in the case that ribbed stiffener need to be set in section according to
The splicing node of the utility model can be so used, to realize the equal strong ties of column and column.
Detailed description of the invention
Fig. 1 is the elevation of the box-type section column scene splicing of the prior art in background technique.
Fig. 2 is schematic cross-sectional view of the Fig. 1 along the direction A-A.
Fig. 3 is schematic cross-sectional view of the Fig. 1 along the direction B-B.
Fig. 4 is the elevation of the steel box column splicing node of embodiment.
Fig. 5 is schematic cross-sectional view of the Fig. 4 along the direction C-C.
Fig. 6 is the partial enlarged view (upper pole unit and lower prop unit spliced state) of D in Fig. 4.
Marginal data:
1, upper pole unit；11, upper prop steel plate；12, upper prop ribbed stiffener；121, bell socket；2, lower pole unit；21, lower prop
Steel plate；22, welded with lower prop ribbed stiffener；3, connection unit；31, circumferential connecting plate；32, the first circumferential ribbed stiffener；33, the second circumferential direction is put more energy into
Rib；4, manhole unit；5, be located by connecting plate；51, be located by connecting bolt；6, otic placode；7, connecting plate.
Specific embodiment
For the ease of understanding the utility model, below in conjunction with Figure of description and preferred embodiment to the utility model
It does and more comprehensively, meticulously describes, but the protection scope of the utility model is not limited to following specific embodiments.
As shown in Figures 4 to 6, the steel box column of the present embodiment splices node, including upper pole unit 1 and lower pole unit 2, on
The connection unit 3 for connecting upper pole unit 1 and lower pole unit 2 is equipped between pole unit 1 and lower pole unit 2, connection unit 3
One end is fixed in the inner wall of end of lower pole unit 2, and the other end of connection unit 3 is higher by lower pole unit 2 and docks in upper pole unit 1
It is affixed with the inner wall of end of upper pole unit 1 after insertion.Specifically, the other end of connection unit 3 expose 2 end 10 of lower pole unit~
15cm.Upper pole unit 1 realizes docking by the connection unit 3 that insertion is exposed, and can well guarantee upper pole unit 1 and lower pole unit 2
Splicing precision and splicing intensity, and then improve the quality of splicing, realize the equal strong ties of steel box column top and the bottom.
In the present embodiment, connection unit 3 includes the circumferential ribbed stiffener 32 of circumferential connecting plate 31, first and the second circumferential ribbed stiffener
33, the second circumferential ribbed stiffener 33 is arranged in parallel in the inside of circumferential connecting plate 31, and the first circumferential ribbed stiffener 32 is vertically installed in ring
To between connecting plate 31 and the second circumferential ribbed stiffener 33, the circumferential ribbed stiffener 32 of circumferential connecting plate 31, first and the second circumferential direction are put more energy into
Rib 33 connects and composes the connection unit 3 of i shaped cross section.The connection unit 3 of I-shaped circumferential direction stiffening rib structure, is on the one hand reduced
A possibility that seam crossing stress is concentrated, on the other hand when structure bears sound load, the I-shaped circumferential direction of seam crossing puts more energy into
A possibility that rib can increase the rigidity of column, reduce local buckling, is particularly suitable for the steel column structure of heavy section.
In the present embodiment, the second circumferential ribbed stiffener 33, which encloses to be equipped on the inside of the circumferential structure constituted, enters box for worker
The manhole unit 4 of operation is carried out inside steel column.Specifically, general bond length >=600mm, so as to worker enter box house into
It can be passed through when the operations such as row welding, anti-corrosion.
In the present embodiment, it is equipped on upper pole unit 1 and lower pole unit 2 and flushes in 2 port of pole unit 1 or lower pole unit
The plate 5 that is located by connecting, the mutual cooperation of plate 5 that is located by connecting of upper pole unit 1 and lower pole unit 2, the plate 5 that is located by connecting is equipped with bolt
Hole is equipped with the spiral shell that is located by connecting in the bolt hole of the mutually matched plate 5 that is located by connecting after upper pole unit 1 and the splicing of lower pole unit 2
Bolt 51.Specifically, the plate 5 that is located by connecting is made by angle steel.The plate 5 that is located by connecting is convenient for Dock With Precision Position and is fixed temporarily,
It is fixed inclined due to not accounting for upper lower ear plate welding to avoid the positioning in traditional otic placode splicing scheme between its column section
Difference and the adverse effect of the double plate changing of the relative positions easily realize the Dock With Precision Position of upper pole unit 1 and lower pole unit 2 using the plate 5 that is located by connecting
Be fixed temporarily, and then guarantee subsequent weld job quality.
In the present embodiment, lower pole unit 2 includes muti-piece lower prop steel plate 21, affixed composition box between muti-piece lower prop steel plate 21
Steel column structure, the inside of lower prop steel plate 21 are symmetrically arranged with multiple welded with lower prop ribbed stiffener 22, and upper pole unit 1 includes muti-piece upper prop steel plate
11, affixed composition steel box column structure between muti-piece upper prop steel plate 11, the inside of upper prop steel plate 11 is symmetrically arranged with multiple upper props and adds
Strength rib 12.Longitudinal stiffener, which is arranged, can guarantee the strength and stiffness of lower pole unit 2 and upper pole unit 1, be suitable for Super High steel knot
The steel column of special load and the higher extraordinary steel construction of security level is built, is born in building, such as superelevation steel construction, mine well
Frame, steel structure bridge etc..
In the present embodiment, the lower end of upper prop ribbed stiffener 12 is reserved with the bell socket of the end insertion for connection unit 3
121, bell socket 121 matches with connection unit 3.Specifically, the position of the corresponding circumferential connecting plate 31 in 12 lower end of upper prop ribbed stiffener
It sets and is reserved with notch, notch size is corresponding with the exposed size of circumferential connecting plate 31.Bell socket 121 is set by upper pole unit 1
Upper prop ribbed stiffener 12 and the circumferential connecting plate 31 of connection unit 3 also account for, mutual socket joint cooperation is formed in structure
Form, then in seam crossing welding, the structural strength of seam crossing is increased, bonding strength is improved, between realization column and column etc.
Strong ties avoid traditional splicing seams intensity, insufficient rigidity this weak tendency, especially suitable for resistance of super high-rise steel structures, bear
The steel column of special load and the higher extraordinary steel construction of security level, such as superelevation steel construction, derrick of copper-mine, steel structural bridge
Beam etc..
In the present embodiment, at least provided with the plate 5 that is located by connecting on every column side of upper pole unit 1 and lower pole unit 2.Often
Column side, which is respectively provided with, is located by connecting plate 5 to guarantee the precise positioning and connection between upper pole unit 1 and lower pole unit 2, prevents certain
Deviation, which occurs, in the connection positioning of column side causes integrated connection positioning deviation occur.
The present embodiment additionally provides a kind of method for installing above-mentioned steel box column splicing node, includes the following steps,
S1, steel box column section and each element size, pre-processed upper pole unit 1, lower prop list are selected according to calculating
One end of connection unit 3, is welded in the end of lower pole unit 2 by member 2 and connection unit 3, and manhole is reserved in connection unit 3
Unit 4；
After S2, each component are transported to construction site, the bell socket 121 of upper pole unit 1 is aligned and connects by pole unit 1 in lifting
The other end of order member 3 docks insertion；
The plate 5 that is located by connecting of S3, upper pole unit 1 and lower pole unit 2, which successively dock, to be agreed with, and the bolt 51 that will be located by connecting is inserted into
Docking is located by connecting in plate 5 and tightens fixation, and pole unit 1 and lower pole unit 2 is fixed temporarily in realization；
S4, the groove full penetration welding for carrying out pole unit 1 and lower 2 post jamb of pole unit splicing seam crossing, pass through manhole list
Member 4 enters the weld job that pole unit 1, lower pole unit 2 and 3 bell and spigot of connection unit are carried out inside steel box column, respectively will
Upper prop ribbed stiffener 12 and welded with lower prop ribbed stiffener 22 are welded and fixed with circumferential connecting plate 31 and the first circumferential ribbed stiffener 32；
S5, the plate 5 that is located by connecting for being fixed temporarily pole unit 1 and lower pole unit 2 is cut off, and completes whole weld seams, so far,
Seamless interfacing, formation are whole for the edge joint position of upper pole unit 1 and lower pole unit 2；
S6, steel structure coating operation within the scope of weld seam and two sides is carried out, completes steel box column scene stitching operation up and down.
Although the utility model has been disclosed with preferred embodiment as above, it is not intended to limit the utility model.It is any
Those skilled in the art, in the case where not departing from technical solutions of the utility model range, all using the disclosure above
Technology contents many possible changes and modifications are made to technical solutions of the utility model, or be revised as the equivalent of equivalent variations
Embodiment.Therefore, all contents without departing from technical solutions of the utility model, according to the utility model technical spirit to the above reality
Any simple modifications, equivalents, and modifications that example is done are applied, should all be fallen in the range of technical solutions of the utility model protection.
Claims (8)
1. a kind of steel box column splices node, including upper pole unit (1) and lower pole unit (2), it is characterised in that: the upper prop list
The connection unit (3) for connecting the upper pole unit (1) and lower pole unit (2) is equipped between first (1) and lower pole unit (2),
One end of the connection unit (3) is fixed in the inner wall of end of the lower pole unit (2), the other end of the connection unit (3)
It is higher by the lower pole unit (2) and affixed with the inner wall of end of upper pole unit (1) after upper pole unit (1) the docking insertion.
2. steel box column according to claim 1 splices node, it is characterised in that: the connection unit (3) includes circumferential direction
Connecting plate (31), the first circumferential ribbed stiffener (32) and the second circumferential ribbed stiffener (33), the described second circumferential ribbed stiffener (33) are parallel
It is set to the inside of the circumferential connecting plate (31), the described first circumferential ribbed stiffener (32) is vertically installed in the circumferential connecting plate
(31) between the second circumferential ribbed stiffener (33), the circumferential direction connecting plate (31), the first circumferential ribbed stiffener (32) and second are circumferential
Ribbed stiffener (33) connects and composes the connection unit (3) of i shaped cross section.
3. steel box column according to claim 2 splices node, it is characterised in that: the described second circumferential ribbed stiffener (33) is enclosed
Close the manhole unit (4) for being equipped on the inside of the circumferential structure constituted and entering inside steel box column for worker and carrying out operation.
4. steel box column according to claim 2 splices node, it is characterised in that: the upper pole unit (1) and lower prop list
The plate that is located by connecting (5) for flushing in pole unit (1) or lower pole unit (2) port, the upper pole unit are equipped on first (2)
(1) it cooperates with the plate that is located by connecting (5) of lower pole unit (2), the plate that is located by connecting (5) is equipped with bolt hole, described
The spiral shell that is located by connecting is equipped in the bolt hole of the mutually matched plate that is located by connecting (5) after upper pole unit (1) and lower pole unit (2) splicing
Bolt (51).
5. steel box column according to claim 2 splices node, it is characterised in that: the lower pole unit (2) includes muti-piece
Lower prop steel plate (21), affixed composition steel box column structure between the muti-piece lower prop steel plate (21), the lower prop steel plate (21)
Inside is symmetrically arranged with multiple welded with lower prop ribbed stiffener (22).
6. steel box column according to claim 5 splices node, it is characterised in that: the upper pole unit (1) includes muti-piece
Upper prop steel plate (11), affixed composition steel box column structure between the muti-piece upper prop steel plate (11), the upper prop steel plate (11)
Inside is symmetrically arranged with multiple upper prop ribbed stiffeners (12).
7. steel box column according to claim 6 splices node, it is characterised in that: the lower end of the upper prop ribbed stiffener (12)
It is reserved with the bell socket (121) being inserted into for the end of the connection unit (3), the bell socket (121) and the connection
Unit (3) matches.
8. steel box column according to claim 4 splices node, it is characterised in that: the upper pole unit (1) and lower prop list
At least provided with a plate that is located by connecting (5) on every column side of first (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821098434.XU CN208563599U (en) | 2018-07-11 | 2018-07-11 | A kind of steel box column splicing node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821098434.XU CN208563599U (en) | 2018-07-11 | 2018-07-11 | A kind of steel box column splicing node |
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| Publication Number | Publication Date |
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| CN208563599U true CN208563599U (en) | 2019-03-01 |
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| CN201821098434.XU Active CN208563599U (en) | 2018-07-11 | 2018-07-11 | A kind of steel box column splicing node |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114214956A (en) * | 2021-12-29 | 2022-03-22 | 江苏沪宁钢机股份有限公司 | Steel tower installation method for inclined concrete tower column |
| CN114411979A (en) * | 2022-01-13 | 2022-04-29 | 上海二十冶建设有限公司 | Steel member connecting structure and welding method thereof |
| CN108661189B (en) * | 2018-07-11 | 2023-12-29 | 中冶长天国际工程有限责任公司 | Box-type steel column splicing joint and installation method thereof |
-
2018
- 2018-07-11 CN CN201821098434.XU patent/CN208563599U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661189B (en) * | 2018-07-11 | 2023-12-29 | 中冶长天国际工程有限责任公司 | Box-type steel column splicing joint and installation method thereof |
| CN114214956A (en) * | 2021-12-29 | 2022-03-22 | 江苏沪宁钢机股份有限公司 | Steel tower installation method for inclined concrete tower column |
| CN114411979A (en) * | 2022-01-13 | 2022-04-29 | 上海二十冶建设有限公司 | Steel member connecting structure and welding method thereof |
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