CN102051918A - Construction steel vertical post node structure - Google Patents
Construction steel vertical post node structure Download PDFInfo
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- CN102051918A CN102051918A CN 201110009783 CN201110009783A CN102051918A CN 102051918 A CN102051918 A CN 102051918A CN 201110009783 CN201110009783 CN 201110009783 CN 201110009783 A CN201110009783 A CN 201110009783A CN 102051918 A CN102051918 A CN 102051918A
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Abstract
The invention provides a construction steel vertical post node structure, belonging to the field of construction structures. The structure comprises an upper vertical post and a lower vertical post which have the same cross section shape, and a plurality of connecting plates which are arranged between inner cavities of the upper vertical post and the lower vertical post, wherein the connecting plates are adhered on walls of the inner cavities of the upper vertical post and the lower vertical post for a circle, and are fixedly connected with the upper vertical post and the lower vertical post through fasteners. In the invention, the structure is screwed and fixed with the upper vertical post and the lower vertical post by an upper connecting flake, a lower connecting flake and the connecting plates, the construction steel vertical post node structure has high standard degree and good interconvertibility, is convenient to transport and assemble, and can improve the construction efficiency.
Description
Technical field
The present invention relates to building structure field, relate to a kind of building iron mullion node structure specifically.
Background technology
As Fig. 1, shown in Figure 2, traditional building iron mullion node structure is by on two positions, the square mullion 1 ' of following layout is welded, earlier eight upper ear plates 2 ' and eight lower ear plates 3 ' are welded on respectively before the welding, on four faces of following square mullion 1 ' external surface, eight lower ear plates 3 ' are corresponding with the position of eight upper ear plates 2 ' respectively, the welding substrate 4 ' of four bar shapeds is welded on respectively, between the following square mullion 1 ' internal chamber wall, this is last, the butt joint welding of following square mullion 1 ', to go up then, following square mullion 1 ' is gone up each corresponding upper ear plate 2 ', between the lower ear plate 3 ' respectively with a junction plate 5 ' on, the lower end is bolted to connection, then in the welding, the contact surface of a circle between the following square mullion 1 ', behind to be welded the finishing, to go up, lower ear plate is respectively from last, amputate on the following square mullion, thereby junction plate 5 ' is also from last, remove between the following square mullion 1 ', at last again in the calibration, position between the following square mullion 1 ', this kind structure needs a large amount of welding to realize connecting on the one hand, cause the thermal stress part more, reduced the performance of material, the while long processing time, the cost height; On the other hand, the structure that this welding manner forms has formed a big member of integral body, both has been unfavorable for transportation, also is unfavorable for standardized production, is placed on field machining as a part, will more make efficiency of construction low, and node structure is inconvenient to install.
Summary of the invention
The purpose of this invention is to provide a kind of building iron mullion node structure, its standardization level height, interchangeability be good, be convenient to transportation and install, can improve efficiency of construction.
In order to realize such scheme, technical solution of the present invention is: a kind of building iron mullion node structure, comprise two upper and lower mullions that shape of cross section is identical, wherein also comprise several junction plates that are installed between the upper and lower mullion inner chamber, described junction plate fits in internal chamber wall one circle of upper and lower mullion and fixedlys connected with upper and lower mullion by securing member.
Building iron mullion node structure of the present invention, wherein said securing member is a bolt.
Building iron mullion node structure of the present invention, wherein also comprise and being installed on, following in flakes with several in flakes on one between the following mullion inner chamber, constitute by the sleeve of hollow and several hooks of sleeve upper end in flakes on described, described sleeve fits in the inner chamber top of being made up of described junction plate, external surface one circle of described sleeve is provided with several first bolt holes, a circle that is positioned at the first bolt hole outer peripheral edges of described sleeve lining is provided with the nut fixing plate that several are used to fix nut, described hook hangs over the upper end of junction plate, described is the inversion draw-in groove of U type for the longitudinal section down in flakes, the opposite side distance that described down in flakes conduit width equals the nut of installing from, described following groove bottom in flakes is provided with several second bolt holes, described inner chamber bottom one circle that is arranged at described junction plate composition down in flakes, described bottom of going up mullion by bolt and each junction plate top and last be spirally connected in flakes fixing, the bottom of the top of described mullion down by bolt and each junction plate with time be spirally connected in flakes fixing.
Building iron mullion node structure of the present invention, wherein being positioned at the upper and lower end of the described first bolt hole outer peripheral edges and the nut fixing plate of symmetrical distribution is that first nut fixes plate, it is L shaped that described first nut fixes plate, it is that second nut fixes plate that the nut that is positioned at the left and right end of the described first bolt hole outer peripheral edges and symmetrical distribution fixes plate, and what described second nut fixed plate is shaped as rectangular slab or arc.
Building iron mullion node structure of the present invention, wherein said hook are L shaped or U-shaped or C shape or S shape.
Building iron mullion node structure of the present invention, wherein said upper and lower mullion is square mullion or round mullion, and when upper and lower mullion was the square mullion, the cross section of described sleeve was square, described junction plate is a rectangular slab, and described is the straight-bar of U type for the longitudinal section down in flakes; When upper and lower mullion was round mullion, the cross section of described sleeve was circular, and described junction plate is an arc plate, and described is the bow of U type for the longitudinal section down in flakes.
After adopting such scheme, building iron mullion node structure of the present invention is connected and fixed by firm upper and lower mullion with junction plate, a certain parts in this node structure make has damaged the very convenient on-the-spot installation of replacing, interchangeability is good, and building iron mullion node structure of the present invention helps standardized production, be convenient to transportation and install and can improve building operations efficient.
Description of drawings
Fig. 1 is existing building iron mullion node structure three-dimensional exploded view;
Fig. 2 is existing building iron mullion node structure three-dimensional combination figure;
Fig. 3 is the perspective exploded view one that building iron mullion node structure of the present invention is the square mullion;
Fig. 4 is the perspective exploded view two that building iron mullion node structure of the present invention is the square mullion;
Fig. 5 is that building iron mullion node structure of the present invention is the constitutional diagram of square mullion;
Fig. 6 is that building iron mullion node structure of the present invention is the perspective exploded view of round mullion;
Fig. 7 is that building iron mullion node structure of the present invention is the three-dimensional combination figure of round mullion.
The specific embodiment
As Fig. 3 to shown in Figure 5, building iron mullion node structure of the present invention comprise two cross sections be square and size identical last mullion 1, time mullion 2, be installed between mullion 1 and following mullion 2 inner chambers in flakes 3, four under 4 and four junction plates 5 in flakes;
Be respectively equipped with several first through holes 11 on four faces in the bottom of last mullion 1, be respectively equipped with several second through holes 21 on four faces in the top of following mullion 2;
On in flakes 3 several hooks 32 L shaped or U-shaped or C shape or S shape by the sleeve 31 of hollow and sleeve 31 upper ends constitute (among the figure for L shaped), sleeve 31 fits in the inner chamber top of being made up of junction plate 5, be respectively equipped with several first bolt holes 33 on four faces of sleeve 31, be positioned at sleeve 31 inwalls first bolt hole, 33 outer peripheral edges on, it is that first nut fixes plate 34 that lower end and symmetrically arranged nut fix plate, it is L shaped that first nut fixes being shaped as of plate 34, be positioned at the left side of first bolt hole, 33 outer peripheral edges of sleeve 31 inwalls, it is that second nut fixes plate 35 that right-hand member and symmetrically arranged nut fix plate, it is arc that second nut fixes plate 35, hook 32 hangs over the upper end of junction plate 5, be positioned at, under a pair of nut fix plate 34 and be positioned at a left side, right a pair of nut fix distance between the plate 34 be equal to the hex nut opposite side distance of being installed from, nut fixes plate 34 and is vertically installed on the wall of sleeve 31;
Down in flakes 4 for the longitudinal section be the inversion draw-in groove of U type, down in flakes 4 conduit 42 width equal the hex nut opposite side distance of being installed from, 4 groove bottom is provided with several second bolt holes 41 in flakes down, 4 fit in internal chamber wall bottom one circle that four junction plates 5 are formed in flakes down, the bottom of last mullion 1 by bolt and each junction plate 5 top and on 3 be spirally connected and be fixed together in flakes, the top of following mullion 2 by bolt and each junction plate 5 the bottom and time in flakes 4 be spirally connected and be fixed together.
See also Fig. 6 and shown in Figure 7, structural representation when the upper and lower mullion of building iron mullion node structure of the present invention is round, annexation was identical when itself and upper and lower mullion were the square mullion, different is to go up the cross section of mullion 6, following mullion 7 for circular, on in flakes 8 sleeve be cylinder, junction plate 9 be shaped as the circular arc plate, down in flakes 10 for the cross section be the bow of U type.
When building iron mullion node structure of the present invention is installed, with the square mullion is example, round mullion mounting means is identical with the square mullion, to descend earlier in flakes 4 to be installed on the bottom of each junction plate 5 and the inner chamber top of mullion 2 down one by one by the bolt pretension, it is second through hole 21 that bolt passes down mullion 2, the bottom of junction plate 5, revolved behind 4 second bolt hole 41 in flakes down and be placed in each time interior hex nut of 4 conduits in flakes, then will place hex nut in the inner chamber of 3 four nut fixing plate 34 compositions in flakes on each, to 3 be positioned on the junction plate 5 in flakes on assembling, to go up mullion 1 again is positioned over down on mullion 2 and the junction plate 5, at last bolt is passed first through hole 11 of mullion 1, the top of junction plate 5, on pass the hex nut hole that places behind 3 first bolt hole 33 in flakes, at this moment going up mullion 1 and following mullion 2 links together, at last the bolt in the bolt in first bolt hole 33 and second bolt hole 41 is further locked, because fixing plates 34, last several nuts on 3 in flakes make the nut in it keep motionless, manually screwing bolt outside last mullion 1 gets final product, in like manner because following hex nut of fixing in it of the U type conduit 42 on 4 in flakes, make the hex nut in the conduit 42 motionless, manually outside following mullion 2, screw bolt and get final product.
Building iron mullion node structure of the present invention can on-the-spot installation, the efficiency of construction that improved simultaneously easy for installation has been damaged the also easily on-the-spot installation of replacing when a certain parts make, and interchangeability is good, but in flakes, down in flakes with the junction plate standardization, help standardized production.
The above embodiment is described preferred implementation of the present invention; be not that scope of the present invention is limited; design under the prerequisite of spirit not breaking away from the present invention; various distortion and improvement that the common engineers and technicians in this area make technical scheme of the present invention all should fall in the definite protection domain of claims of the present invention.
Claims (6)
1. building iron mullion node structure, comprise two upper and lower mullions (1 that shape of cross section is identical, 2), it is characterized in that: also comprise being installed on upper and lower mullion (1,2) junction plate of several between the inner chamber (5), described junction plate (5) fits in internal chamber wall one circle and fixedly connected by securing member and upper and lower mullion (1,2) of upper and lower mullion (1,2).
2. building iron mullion node structure as claimed in claim 1 is characterized in that: described securing member is a bolt.
3. building iron mullion node structure as claimed in claim 2, it is characterized in that: also comprise being installed on, following mullion (1,2) (3) and several (4) in flakes down in flakes between the inner chamber, on described in flakes (3) constitute by several hooks (32) of the sleeve (31) of hollow and sleeve (31) upper end, described sleeve (31) fits in the inner chamber top of being made up of described junction plate (5), external surface one circle of described sleeve (31) is provided with several first bolt holes (33), a circle that is positioned at first bolt hole (33) outer peripheral edges of described sleeve (31) inwall is provided with the nut fixing plate that several are used to fix nut, described hook (32) hangs over the upper end of junction plate (5), described following (4) in flakes are the inversion draw-in groove of U type for the longitudinal section, described down in flakes the conduit of (4) (42) the width opposite side distance that equals the nut of installing from, the described following groove bottom of (4) in flakes is provided with several second bolt holes (41), described following (4) in flakes are arranged at inner chamber bottom one circle that described junction plate (5) is formed, top and last in flakes (3) of described bottom of going up mullion (1) by bolt and each junction plate (5) are spirally connected fixingly, and the bottom of the top of described mullion (2) down by bolt and each junction plate (5) is spirally connected fixing with time in flakes (4).
4. building iron mullion node structure as claimed in claim 4, it is characterized in that: being positioned at the upper and lower end of described first bolt hole (33) outer peripheral edges and the nut fixing plate of symmetrical distribution is that first nut fixes plate (34), it is L shaped that described first nut fixes plate (34), it is that second nut fixes plate (35) that the nut that is positioned at the left and right end of described first bolt hole (33) outer peripheral edges and symmetrical distribution fixes plate, and what described second nut fixed plate (35) is shaped as rectangular slab or arc.
5. building iron mullion node structure as claimed in claim 5 is characterized in that: described hook (32) is L shaped or U-shaped or C shape or S shape.
6. as the described building iron mullion of one of claim 1-5 node structure, it is characterized in that: described upper and lower mullion (1,2) be square mullion or round mullion, when upper and lower mullion (1, when 2) being the square mullion, the cross section of described sleeve (31) is square, and described junction plate (5) is a rectangular slab, and described following (4) in flakes are the straight-bar of U type for the longitudinal section; When upper and lower mullion (1,2) was round mullion, the cross section of described sleeve (31) was circular, and described junction plate (5) is an arc plate, and described following (4) in flakes are the bow of U type for the longitudinal section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110009783A CN102051918B (en) | 2011-01-17 | 2011-01-17 | Construction steel vertical post node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110009783A CN102051918B (en) | 2011-01-17 | 2011-01-17 | Construction steel vertical post node structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102051918A true CN102051918A (en) | 2011-05-11 |
| CN102051918B CN102051918B (en) | 2012-10-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110009783A Expired - Fee Related CN102051918B (en) | 2011-01-17 | 2011-01-17 | Construction steel vertical post node structure |
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| CN (1) | CN102051918B (en) |
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102619285A (en) * | 2012-04-20 | 2012-08-01 | 甘秀明 | Vertical pipe joint structure |
| CN102733545A (en) * | 2012-06-28 | 2012-10-17 | 广东中城建设集团有限公司 | Section steel column for high-rise building section steel concrete combination structure, and construction method thereof |
| CN102888998A (en) * | 2012-04-19 | 2013-01-23 | 中国建筑第四工程局有限公司 | Method and structure for lifting supporting steel column |
| CN103216012A (en) * | 2013-03-22 | 2013-07-24 | 同济大学 | Full-bolt splicing node for inner sleeve slotted closed-section pillar |
| CN106522363A (en) * | 2016-12-05 | 2017-03-22 | 青岛理工大学 | Modular steel frame connection device and connection method thereof |
| CN106894576A (en) * | 2015-12-21 | 2017-06-27 | 张跃 | A kind of building load-bearing honeycomb post |
| CN107060213A (en) * | 2017-05-12 | 2017-08-18 | 长沙理工大学 | A kind of reinforced column that stem and field-replaceable unit be set in failure site |
| CN107338907A (en) * | 2017-08-29 | 2017-11-10 | 北京工业大学 | A kind of cross lowly reinforced external wrapping concrete shaped steel Special-Shaped Column |
| CN107355047A (en) * | 2017-07-12 | 2017-11-17 | 应宣俊 | Structural column and bridge construction formula building structure |
| CN107476496A (en) * | 2017-08-29 | 2017-12-15 | 北京工业大学 | A kind of type lowly reinforced external wrapping concrete shaped steel Special-Shaped Columns of Z 1 |
| CN107503469A (en) * | 2017-08-29 | 2017-12-22 | 北京工业大学 | A kind of type lowly reinforced external wrapping concrete shaped steel Special-Shaped Columns of L 2 |
| CN107542163A (en) * | 2016-06-27 | 2018-01-05 | 张引强 | House frame |
| CN107542224A (en) * | 2017-08-29 | 2018-01-05 | 北京工业大学 | A kind of type lowly reinforced external wrapping concrete shaped steel Special-Shaped Columns of Z 3 |
| CN107542223A (en) * | 2017-08-29 | 2018-01-05 | 北京工业大学 | A kind of T-shaped lowly reinforced external wrapping concrete shaped steel Special-Shaped Column |
| CN107542222A (en) * | 2017-08-29 | 2018-01-05 | 北京工业大学 | A kind of type lowly reinforced external wrapping concrete shaped steel Special-Shaped Columns of Z 2 |
| CN107687207A (en) * | 2017-09-30 | 2018-02-13 | 北京浩石集成房屋有限公司 | The Corner Link of one plants case angle corner connecting assemldy and its composition |
| CN109025061A (en) * | 2018-08-15 | 2018-12-18 | 清华大学 | A kind of silent Section Column-column connected node of detachable assembling type steel construction |
| CN110080390A (en) * | 2019-05-06 | 2019-08-02 | 重庆大学 | A kind of detachable steel core concrete column, Column border node and construction method |
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| CN201381556Y (en) * | 2009-04-24 | 2010-01-13 | 王玥 | Connected node of steel girder and combined steel and concrete column |
| CN201635190U (en) * | 2010-04-25 | 2010-11-17 | 单云霞 | Isodiametric column joint for steel structure |
| CN201933617U (en) * | 2011-01-17 | 2011-08-17 | 甘秀明 | Node structure of building steel vertical column |
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- 2011-01-17 CN CN201110009783A patent/CN102051918B/en not_active Expired - Fee Related
Patent Citations (5)
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| JPH09195385A (en) * | 1996-01-24 | 1997-07-29 | Daiwa House Ind Co Ltd | Joining structure of square steel pipe post and joining hardware |
| JP2006299665A (en) * | 2005-04-21 | 2006-11-02 | Inoue Juki:Kk | Joint of steel pipe pile |
| CN201381556Y (en) * | 2009-04-24 | 2010-01-13 | 王玥 | Connected node of steel girder and combined steel and concrete column |
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Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102888998B (en) * | 2012-04-19 | 2015-01-07 | 中国建筑第四工程局有限公司 | Method and structure for lifting supporting steel column |
| CN102888998A (en) * | 2012-04-19 | 2013-01-23 | 中国建筑第四工程局有限公司 | Method and structure for lifting supporting steel column |
| CN102619285A (en) * | 2012-04-20 | 2012-08-01 | 甘秀明 | Vertical pipe joint structure |
| CN102619285B (en) * | 2012-04-20 | 2014-10-22 | 甘秀明 | vertical pipe joint structure |
| CN102733545A (en) * | 2012-06-28 | 2012-10-17 | 广东中城建设集团有限公司 | Section steel column for high-rise building section steel concrete combination structure, and construction method thereof |
| CN102733545B (en) * | 2012-06-28 | 2014-07-30 | 广东中城建设集团有限公司 | Section steel column for high-rise building section steel concrete combination structure, and construction method thereof |
| CN103216012A (en) * | 2013-03-22 | 2013-07-24 | 同济大学 | Full-bolt splicing node for inner sleeve slotted closed-section pillar |
| CN106894576A (en) * | 2015-12-21 | 2017-06-27 | 张跃 | A kind of building load-bearing honeycomb post |
| CN107542163A (en) * | 2016-06-27 | 2018-01-05 | 张引强 | House frame |
| CN106522363A (en) * | 2016-12-05 | 2017-03-22 | 青岛理工大学 | Modular steel frame connection device and connection method thereof |
| CN107060213A (en) * | 2017-05-12 | 2017-08-18 | 长沙理工大学 | A kind of reinforced column that stem and field-replaceable unit be set in failure site |
| CN107060213B (en) * | 2017-05-12 | 2019-02-05 | 长沙理工大学 | A kind of reinforced column in failure site setting stem and field-replaceable unit |
| CN107355047A (en) * | 2017-07-12 | 2017-11-17 | 应宣俊 | Structural column and bridge construction formula building structure |
| CN107338907A (en) * | 2017-08-29 | 2017-11-10 | 北京工业大学 | A kind of cross lowly reinforced external wrapping concrete shaped steel Special-Shaped Column |
| CN107503469A (en) * | 2017-08-29 | 2017-12-22 | 北京工业大学 | A kind of type lowly reinforced external wrapping concrete shaped steel Special-Shaped Columns of L 2 |
| CN107542224A (en) * | 2017-08-29 | 2018-01-05 | 北京工业大学 | A kind of type lowly reinforced external wrapping concrete shaped steel Special-Shaped Columns of Z 3 |
| CN107542223A (en) * | 2017-08-29 | 2018-01-05 | 北京工业大学 | A kind of T-shaped lowly reinforced external wrapping concrete shaped steel Special-Shaped Column |
| CN107542222A (en) * | 2017-08-29 | 2018-01-05 | 北京工业大学 | A kind of type lowly reinforced external wrapping concrete shaped steel Special-Shaped Columns of Z 2 |
| CN107476496A (en) * | 2017-08-29 | 2017-12-15 | 北京工业大学 | A kind of type lowly reinforced external wrapping concrete shaped steel Special-Shaped Columns of Z 1 |
| CN107687207A (en) * | 2017-09-30 | 2018-02-13 | 北京浩石集成房屋有限公司 | The Corner Link of one plants case angle corner connecting assemldy and its composition |
| CN109025061A (en) * | 2018-08-15 | 2018-12-18 | 清华大学 | A kind of silent Section Column-column connected node of detachable assembling type steel construction |
| CN110080390A (en) * | 2019-05-06 | 2019-08-02 | 重庆大学 | A kind of detachable steel core concrete column, Column border node and construction method |
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Granted publication date: 20121017 Termination date: 20180117 |