CN107100281A - A kind of high ductility steel-structure beam-column node of reaming type connected by marmem and its construction method - Google Patents
A kind of high ductility steel-structure beam-column node of reaming type connected by marmem and its construction method Download PDFInfo
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- CN107100281A CN107100281A CN201710366034.6A CN201710366034A CN107100281A CN 107100281 A CN107100281 A CN 107100281A CN 201710366034 A CN201710366034 A CN 201710366034A CN 107100281 A CN107100281 A CN 107100281A
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- 238000010276 construction Methods 0.000 title claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 236
- 239000010959 steel Substances 0.000 claims abstract description 236
- 239000003351 stiffener Substances 0.000 claims abstract description 42
- 238000003466 welding Methods 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 4
- 238000005516 engineering process Methods 0.000 claims description 3
- FGUUSXIOTUKUDN-IBGZPJMESA-N C1(=CC=CC=C1)N1C2=C(NC([C@H](C1)NC=1OC(=NN=1)C1=CC=CC=C1)=O)C=CC=C2 Chemical compound C1(=CC=CC=C1)N1C2=C(NC([C@H](C1)NC=1OC(=NN=1)C1=CC=CC=C1)=O)C=CC=C2 FGUUSXIOTUKUDN-IBGZPJMESA-N 0.000 claims description 2
- 210000001015 abdomen Anatomy 0.000 claims 2
- 239000000956 alloy Substances 0.000 claims 1
- 229910045601 alloy Inorganic materials 0.000 claims 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract description 9
- 229910000679 solder Inorganic materials 0.000 abstract description 6
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 6
- 244000046052 Phaseolus vulgaris Species 0.000 description 6
- 230000008901 benefit Effects 0.000 description 5
- 230000006378 damage Effects 0.000 description 3
- 238000005067 remediation Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- SYHGEUNFJIGTRX-UHFFFAOYSA-N methylenedioxypyrovalerone Chemical compound C=1C=C2OCOC2=CC=1C(=O)C(CCC)N1CCCC1 SYHGEUNFJIGTRX-UHFFFAOYSA-N 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 230000036299 sexual function Effects 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
- 238000013316 zoning Methods 0.000 description 1
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
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
-
- 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
- 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
-
- 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
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of high ductility steel-structure beam-column node of reaming type connected by marmem and its construction method, it includes steel column, girder steel, square steel tube, angle steel, ribbed stiffener, marmem shank of bolt and high-strength bolt, and angle steel includes angle steel I and angle steel II；The edge of a wing outer surface of girder steel respectively sets square steel tube and angle steel I from the inside to the outside from steel column side；Square steel tube is connected with steel beam flange through high-strength bolt；Angle steel I is connected with steel beam flange through high-strength bolt；Marmem shank of bolt two ends are each passed through the edge of a wing of steel column and square steel tube and are fixed on angle steel I；Reaming type bolt hole is provided with the web of girder steel；The web of girder steel is connected with the edge of a wing of steel column through angle steel II with high-strength bolt；Space is left between steel column and girder steel.Marmem shank of bolt and reaming type bolt hole can effectively increase deformation and the energy dissipation capacity of the connecting node in the present invention, and solder design is not used between node, avoid node and occur the possibility of brittle break, while can quickly be repaired after there is easy construction and shake.
Description
Technical field
The invention belongs to technical field of structural engineering, and in particular to a kind of reaming type height connected by marmem
Ductility steel-structure beam-column node and its construction method, it is adaptable in the higher building structure of seismic fortification intensity.
Background technology
Good ductility and energy dissipation capacity be ensure structure meet with severe earthquake action when do not collapse destruction it is crucial because
Element, and the mechanical property of node is to influence one of key factor of overall structure anti-seismic performance.In the northern ridge earthquake in the U.S. and day
Before this Osaka-Kobe earthquake occurs, engineering circles are to steel-structure beam-column node mainly using all-weld joint or edge of a wing welding, web
Weld seam after bolt connection etc., but shake in these nodes there occurs brittle fracture.To improve the performance of connecting node, China, U.S.
State and Japan and other countries expand substantial amounts of research work to steel structure node, and propose the node connection side of diversified forms
Formula.Currently, the ductility using the bean column node of end plate connection is preferable, but its energy dissipation capacity is limited, and is still adopted between end plate and girder steel
With solder design, it is equally possible to occur brittle fracture；Using dog-bone joint（Weakened on beam-ends at lower flange）It can make
Destruction occurs in beam-ends, and meets the antidetonation principle of the weak component of strong node, but the weakening edge of a wing can reduce the bearing capacity of structure；Adopt
The bearing capacity of node can be ensured with reinforced node, but main use is welded to connect between plate, it is impossible to increase the ductility of node,
And aggravate the brittle break of node.
In addition, earthquake is incident, with many uncertain factors, building may be caused with undergoing super fortification intensity
Shake.Implement within 2016《Earthquake In China moves parameter zoning map》In the seismic fortification intensity of some areas it is also proposed it is higher
It is required that, and function fast restoration capabilities after the shake of current national pay attention to day by day architectural structure system.Therefore, how more rationally to have
Effect ground improves the ductility and energy dissipation capacity of steel-structure beam-column node, and connecting node quickly can be repaired after shake, makes phase
Structure is answered preferably to meet current demand, it has also become one of important content of building structure aseismatic research.
Marmem is a kind of new material with characteristics such as shape memory, super-elasticity and high-dampings, and is had
The advantages of 6%-8% deflection and deformation can recover.In addition, reaming type bolt connection be one kind by high-strength bolt in reaming type
Frictional slip in bolt hole increases the ductility and energy dissipation capacity of connection.Marmem is rationally set in bean column node
With reaming type bolt connection, the deformation and power consumption of node can be effectively improved, and effectively slows down the damage of node.
In summary, to steel-structure beam-column node, its deformation and energy dissipation capacity are preferably further improved, and prevent node from sending out
Remediation efficiency after its shake of raw brittle break and improvement.Therefore, can reasonable Arrangement marmem and reaming in bean column node
Type bolt hole, and using high-strength bolt connection, bean column node is better adapted to current requirement.Based on this, the present invention is proposed
A kind of high ductility steel-structure beam-column node of reaming type connected by marmem.
The content of the invention
Present invention generally provides a kind of high ductility steel-structure beam-column node of reaming type connected by marmem and
Its construction method, its object is to further improve deformation and the energy dissipation capacity of steel-structure beam-column node, and solves macroseism work
With the possibility of the brittle break caused by underbeam intercolumniation welding seam breaking, and improve remediation efficiency after the shake of connecting node.
The technical solution adopted by the present invention is：A kind of high ductility steel structure girder of reaming type connected by marmem
Column border node, mainly including steel column, girder steel, square steel tube, angle steel, ribbed stiffener, marmem shank of bolt and high-strength bolt, it is special
Levy and be：The angle steel includes angle steel I and angle steel II；The edge of a wing outer surface of the girder steel from steel column side from the inside to the outside respectively
Square steel tube and angle steel I are set；The square steel tube is connected with the edge of a wing of girder steel through high-strength bolt；The edge of a wing of the angle steel I and girder steel
It is connected through high-strength bolt；The marmem shank of bolt two ends are each passed through the edge of a wing of steel column and square steel tube and are fixed on angle
On steel I；Reaming type bolt hole is provided with the web of the girder steel；The web of the girder steel and the edge of a wing of steel column are through angle steel II and height
Strength bolt is connected；Space is left between the steel column and girder steel；The ribbed stiffener includes ribbed stiffener I and ribbed stiffener II.
Further, above-mentioned ribbed stiffener I and steel beam flange are in same level position；The ribbed stiffener I and steel beam flange etc.
Thickness, the ribbed stiffener I is arranged symmetrically in steel column web both sides；Angle is used between the upper and lower edge of a wing of ribbed stiffener I and steel column and web
Solder design.
Further, above-mentioned ribbed stiffener II is welded on the middle position of angle steel I；The ribbed stiffener II and steel beam web plate etc.
It is thick；Connected between described I liang of arm of angle of ribbed stiffener II and angle steel using angle welding.
Further, the above-mentioned steel column edge of a wing and square steel tube, square steel tube and angle steel I are opened at same position isodiametric
Plain bolt hole.
Further, steel beam flange described above and square steel tube, steel beam flange and angle steel I are provided with etc. straight at same position
The plain bolt hole in footpath.
Further, a lateral surface of above-mentioned angle steel II is affixed on the steel column edge of a wing；The another lateral surface patch of the angle steel II
In steel beam web plate；The angle steel II and the steel column edge of a wing are provided with isodiametric plain bolt hole at same position.
Further, the reaming direction of above-mentioned reaming type bolt hole is parallel with girder steel longitudinal central axis line；The angle steel II exists
Plain bolt hole is provided with the corresponding position of steel beam web plate reaming type bolt hole；The plain bolt hole and reaming type bolt hole
Center superposition at same position.
Another technical scheme of the present invention is：A kind of high ductility steel construction of reaming type connected by marmem
The construction method of bean column node, it is characterised in that construction method and step are：
A. plain bolt hole is opened respectively in the correspondence position of the steel column edge of a wing and square steel tube, the steel column edge of a wing and the joint place of angle steel II；
B. reaming type bolt hole is opened up on web plate, plain bolt hole is opened in beam-ends edge of a wing corresponding position；
C. plain bolt hole is opened in square steel tube and the corresponding position of angle steel I；
D. connected between ribbed stiffener I and the upper and lower edge of a wing of beam and web using angle welding；
E. connected between ribbed stiffener II and angle steel I using angle welding；
F. steel column, girder steel, square steel tube, angle steel I and angle steel II are connected in corresponding position by high-strength bolt, and reaming type
The center line of bolt hole, plain bolt hole and high-strength bolt needs to overlap.
Further, in step a, b, c, d, e of above-mentioned construction method welding and hole opening technology is carried out in the factory.
Further, the bolt connection technique in above-mentioned construction method step f is carried out at the scene.
The invention has the advantages that：
Consumed energy 1. the steel-structure beam-column node can not only be deformed by marmem shank of bolt, can also pass through steel beam web plate
Frictional slip deformation power consumption of the upper high-strength bolt in reaming type bolt hole, with very strong deformability and good power consumption energy
Power；
2. the marmem shank of bolt in the steel-structure beam-column node has stronger recoverable force ability, and will not produce
Plasticity, can automatically restore to original state after shake；
3. solder design is not used between the steel-structure beam-column node, it is to avoid the possibility of brittle break occurs for connection, further carries
The ductility of high node；
4. connecting node major part process all makes in factory, site operation is simple, and the structure that fast changeable is damaged after shake
Part, it is contemplated that considerable economic benefit can be realized.
Connected between the steel column and girder steel of the present invention using marmem shank of bolt and high-strength bolt, and in steel beam web plate
On open reaming type bolt hole, to improve the deformability of girder steel and the energy dissipation capacity of node, while marmem shank of bolt
With superlastic sexual function, after shake can Self-resetting to original state, make after the shake of node repair for simply.The present invention has
The advantages of can quickly being repaired after easy construction and shake, has a extensive future.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention.
Fig. 2 is Fig. 1 A-A profiles.
Fig. 3 is Fig. 1 B-B profiles.
Fig. 4 is Fig. 1 C-C profiles.
Fig. 5 is the beam construction schematic diagram of the present invention.
Fig. 6 is the square steel tube organigram of the present invention.
Fig. 7 is Fig. 6 D-D profiles.
Fig. 8 is the organigram of angle steel I of the present invention.
Fig. 9 is Fig. 8 E-E profiles.
Figure 10 is the organigram of angle steel II of the present invention.
Figure 11 is Figure 10 F-F profiles.
In figure：1st, steel column；2nd, girder steel；3rd, square steel tube；4th, angle steel I；5th, angle steel II；6th, ribbed stiffener I；7th, ribbed stiffener II；8、
Marmem shank of bolt；9th, high-strength bolt；10th, plain bolt hole；11st, reaming type bolt hole.
Embodiment
Below in conjunction with drawings and examples, the present invention will be further described.
As shown in figs. 1-11, a kind of high ductility steel-structure beam-column node of reaming type connected by marmem, bag
Include steel column 1, girder steel 2, square steel tube 3, angle steel, ribbed stiffener, marmem shank of bolt 8 and high-strength bolt 9, it is characterised in that：
The angle steel includes angle steel I 4 and angle steel II 5；The edge of a wing outer surface of the girder steel 2 is respectively set from the inside to the outside from the side of steel column 1
Put square steel tube 3 and angle steel I 4；The square steel tube 3 is connected with the edge of a wing of girder steel 2 through high-strength bolt 9；The angle steel I 4 and girder steel 2
The edge of a wing is connected through high-strength bolt 9；The two ends of marmem shank of bolt 8 be each passed through steel column 1 the edge of a wing and square steel tube 3 simultaneously
It is fixed on angle steel I 4；Reaming type bolt hole 11 is provided with the web of the girder steel 2；The web of the girder steel 2 and the wing of steel column 1
Edge is connected through angle steel II 5 with high-strength bolt 9；Space is left between the steel column 1 and girder steel 2；The ribbed stiffener includes ribbed stiffener I
6 and ribbed stiffener II 7.
The ribbed stiffener I 6 is with the edge of a wing of girder steel 2 in same level position；The ribbed stiffener I 6 and the edge of a wing uniform thickness of girder steel 2, institute
State ribbed stiffener I 6 and be arranged symmetrically in the web both sides of steel column 1；Angle is used between the upper and lower edge of a wing of the ribbed stiffener I 6 and steel column 1 and web
Solder design.
The ribbed stiffener II 7 is welded on the middle position of angle steel I 4；The ribbed stiffener II 7 and the web uniform thickness of girder steel 2；It is described
Connected between I 4 liang of arms of angle of ribbed stiffener II 7 and angle steel using angle welding.
The edge of a wing of steel column 1 and square steel tube 3, square steel tube 3 and angle steel I 4 are opened at same position isodiametric common
Bolt hole 10
The edge of a wing of girder steel 2 and square steel tube 3, the edge of a wing of girder steel 1 and angle steel I 4 are provided with isodiametric common at same position
Bolt hole 10.
One lateral surface of the angle steel II 5 is affixed on the edge of a wing of steel column 1；An another lateral surface for the angle steel II 5 is affixed on girder steel 2
Web；Angle steel II 5 and steel column 1 edge of a wing is provided with isodiametric plain bolt hole 10 at same position.
The reaming direction of the reaming type bolt hole 11 is parallel with the longitudinal central axis line of girder steel 2；The angle steel II 5 with girder steel
The corresponding position of 2 web reaming type bolts hole 11 is provided with plain bolt hole 10；The plain bolt hole and reaming type bolt hole
Center superposition at same position.
The present invention construction method be：
A kind of high ductility steel-structure beam-column node of reaming type connected by marmem of the present invention and its construction
Method, its construction method is as follows：The upper and lower edge of a wing of steel column 1 and web are welded with ribbed stiffener I 6 through angle welding in factory, and
Steel column 1 opens plain bolt hole 10 on the edge of a wing；Plain bolt hole 10 is opened on the edge of a wing of girder steel 2, and reaming type is opened on the web of girder steel 2
Bolt hole 11；Square steel tube 3 is made in factory, and opens on square steel tube 3 plain bolt hole 10；In factory through angle welding by angle steel I 4
Welded with ribbed stiffener II 7, and open on angle steel I 4 plain bolt hole 10；Angle steel II 5 is made in factory, and is opened on angle steel II 5
Plain bolt hole 10.Scene is transported to upper member by making.The edge of a wing of girder steel 2 is alignd with ribbed stiffener I 6, passes through angle steel II 5
The edge of a wing of steel column 1 is connected with the web of girder steel 2 with high-strength bolt 9, and high-strength bolt 9, plain bolt hole 10 and reaming type bolt hole
11 center line needs to overlap at same position；, will by high-strength bolt 9 by the alignment of the edge of a wing of girder steel 2, square steel tube 3 and angle steel I 4
Girder steel 2 and square steel tube 3, girder steel 2 and angle steel I 4 are connected；By the alignment of steel column 1, square steel tube 3 and angle steel I 4, pass through marmem
Shank of bolt 8 connects steel column 1, square steel tube 3 and angle steel I 4, thus can be formed and as shown in Figure 1 be connected by marmem
The high ductility steel-structure beam-column node of reaming type.
Pair of frictional slip of the present invention using marmem shank of bolt and high-strength bolt in reaming type bolt hole
Deform again and the mechanism that consumes energy, deformation and the energy dissipation capacity of the bean column node can be effectively improved.In addition, the connecting node central sill intercolumniation
There is not solder design, it is to avoid as the possibility of brittle break caused by welding seam breaking.The steel-structure beam-column node has after shake
The advantages of repairing simple after Self-resetting, easy construction and shake, in the building structure higher available for seismic fortification intensity.
Claims (10)
1. a kind of high ductility steel-structure beam-column node of reaming type connected by marmem, mainly including steel column, girder steel,
Square steel tube, angle steel, ribbed stiffener, marmem shank of bolt and high-strength bolt, it is characterised in that：The angle steel includes angle steel I
With angle steel II；The edge of a wing outer surface of the girder steel respectively sets square steel tube and angle steel I from the inside to the outside from steel column side；The side
Steel pipe is connected with the edge of a wing of girder steel through high-strength bolt；The angle steel I is connected with the edge of a wing of girder steel through high-strength bolt；The shape note
Recall alloy shank of bolt two ends to be each passed through the edge of a wing of steel column and square steel tube and be fixed on angle steel I；Opened on the web of the girder steel
There is reaming type bolt hole；The web of the girder steel is connected with the edge of a wing of steel column through angle steel II with high-strength bolt；The steel column and steel
Space is left between beam；The ribbed stiffener includes ribbed stiffener I and ribbed stiffener II.
2. the reaming type high ductility steel-structure beam-column node according to claim 1 connected by marmem, its
It is characterised by：The edge of a wing of the ribbed stiffener I and girder steel is in same level position；The edge of a wing uniform thickness of the ribbed stiffener I and girder steel, institute
State ribbed stiffener I and be arranged symmetrically in steel column web both sides；Angle welding is used between the upper and lower edge of a wing of ribbed stiffener I and steel column and web
Connection.
3. the reaming type high ductility steel-structure beam-column node according to claim 1 connected by marmem, its
It is characterised by：The ribbed stiffener II is welded on the middle position of angle steel I；The ribbed stiffener II and steel beam web plate uniform thickness；It is described to add
Connected between I liang of arm of angle of strength rib II and angle steel using angle welding.
4. the reaming type high ductility steel-structure beam-column node according to claim 1 connected by marmem, its
It is characterised by：The steel column edge of a wing and square steel tube, square steel tube and angle steel I are opened at same position isodiametric plain bolt
Hole.
5. the reaming type high ductility steel-structure beam-column node according to claim 1 connected by marmem, its
It is characterised by：The steel beam flange and square steel tube, steel beam flange and angle steel I are provided with isodiametric common spiral shell at same position
Keyhole.
6. the reaming type high ductility steel-structure beam-column node according to claim 1 connected by marmem, its
It is characterised by：One lateral surface of the angle steel II is affixed on the steel column edge of a wing；An another lateral surface for the angle steel II is affixed on girder steel abdomen
Plate；The angle steel II and the steel column edge of a wing are provided with isodiametric plain bolt hole at same position.
7. the reaming type high ductility steel-structure beam-column node according to claim 1 connected by marmem, its
It is characterised by：The reaming direction of the reaming type bolt hole is parallel with girder steel longitudinal central axis line；The angle steel II with girder steel abdomen
The corresponding position of plate reaming type bolt hole is provided with plain bolt hole；The plain bolt hole and reaming type bolt hole are in same position
Put the center superposition at place.
8. the high ductility steel-structure beam-column node of the reaming type connected by marmem according to claim 1 is applied
Work method, it is characterised in that construction method is：
A. plain bolt hole is opened respectively in the correspondence position of the steel column edge of a wing and square steel tube, the steel column edge of a wing and the joint place of angle steel II；
B. lower flange corresponding position on reaming type bolt hole, beam-ends is opened up on web plate and opens up plain bolt hole；
C. plain bolt hole is offered in square steel tube and the corresponding position of angle steel I；
D. connected between ribbed stiffener I and the upper and lower edge of a wing of beam and web using angle welding；
E. connected between ribbed stiffener II and angle steel I using angle welding；
F. steel column, girder steel, square steel tube, angle steel I and angle steel II are connected in corresponding position by high-strength bolt, and reaming type
The center line of bolt hole, plain bolt hole and high-strength bolt needs to overlap.
9. the reaming type high ductility steel-structure beam-column node according to claim 8 connected by marmem, its
It is characterised by：Welding and hole opening technology in described construction method step a, b, c, d, e are carried out in the factory.
10. the reaming type high ductility steel-structure beam-column node according to claim 8 connected by marmem, its
It is characterised by：Bolt connection technique in the construction method step f is carried out at the scene.
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| CN201710366034.6A CN107100281A (en) | 2017-05-23 | 2017-05-23 | A kind of high ductility steel-structure beam-column node of reaming type connected by marmem and its construction method |
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| CN201710366034.6A CN107100281A (en) | 2017-05-23 | 2017-05-23 | A kind of high ductility steel-structure beam-column node of reaming type connected by marmem and its construction method |
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| CN108222263A (en) * | 2017-12-22 | 2018-06-29 | 同济大学 | A kind of wooden frame beam column Self-resetting node based on marmem bolt |
| CN108755951A (en) * | 2018-07-10 | 2018-11-06 | 大连理工大学 | Precast prestressed concrete frame energy-dissipating and shock-absorbing bean column node |
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| CN110080591A (en) * | 2019-04-18 | 2019-08-02 | 济南大学 | A kind of steel frame beam column energy dissipation connector and its design method |
| CN110083123A (en) * | 2019-03-11 | 2019-08-02 | 西安交通大学 | A kind of assembly connection load intelligent control method based on marmem |
| CN110107136A (en) * | 2019-04-16 | 2019-08-09 | 南昌大学 | One kind is based on marmem and the bolted Self-resetting energy consumption section of reaming type |
| CN110454169A (en) * | 2019-08-02 | 2019-11-15 | 中国恩菲工程技术有限公司 | Girder steel fixed structure |
| CN110593405A (en) * | 2019-10-08 | 2019-12-20 | 西安建筑科技大学 | Single-side-reaming T-shaped connection replaceable beam connection structure and connection method |
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| CN111576624A (en) * | 2020-05-15 | 2020-08-25 | 河南省金华夏建工集团股份有限公司 | Self-resetting modularized steel structure inter-module joint and joint construction method |
| CN112696074A (en) * | 2020-12-23 | 2021-04-23 | 东南大学 | Self-resetting steel structure beam column node capable of consuming energy in stages |
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