CN105369934A - Linear all-steel buckling constraint support - Google Patents
Linear all-steel buckling constraint support Download PDFInfo
- Publication number
- CN105369934A CN105369934A CN201510861413.3A CN201510861413A CN105369934A CN 105369934 A CN105369934 A CN 105369934A CN 201510861413 A CN201510861413 A CN 201510861413A CN 105369934 A CN105369934 A CN 105369934A
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- steel
- font
- core material
- linear core
- linear
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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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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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
- E04B1/19—Three-dimensional framework structures
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
A linear all-steel buckling constraint support belongs to the technical field of building structures. The linear all-steel buckling constraint support comprises a square steel pipe, a linear core material is arranged inside the square steel pipe, and the two ends of the linear core material extend out of the square steel pipe to be arranged outside the square steel pipe. The outer side of the linear core material inside the square steel pipe is sprayed with an unbonded material layer. Two steel angle sets are arranged between the linear core material and the inner wall of the square steel pipe, and the steel angle sets are symmetrically arranged at the two sides of the linear core material. A triangular steel plate stiffening rib is fixed to the inner side of each steel angle. The linear core material is provided with friction type high-strength bolt holes outside the square steel pipe. There is a gap between the linear core material and each steel angle and between the linear core material and each triangular steel plate stiffening rib. According to the invention, axial compressive load can be well transferred, full play can be given to the seismic energy dissipation performance of the support, the requirements for the bearing capacity and seismic energy dissipation performance are met, the steel cost and production cycle are reduced, and the support is easy to construct and produce in an industrialized manner.
Description
Technical field
The invention belongs to building structure technology field, particularly relate to one " one " font all steel type buckling restrained brace, be applicable to the frame construction being with buckling restrained brace.
Background technology
Buckling restrained brace is widely used the building in there being antidetonation demand gradually with its excellent energy consumption ability, and its concrete superior part is as described below:
1. buckling restrained brace has easy construction, and structural form is simple, flexible arrangement, is applicable to the feature of practical engineering application;
2. energy consumption ability is superior, arranges and effectively can consume seismic forces in the frame, reduces the load of framework, improves whole structural stability;
3. economize in raw materials, while minimizing concrete, steel waste, improve original stress performance, also can reuse;
4. improve structure anti-side rigidity, reduce supporting member sectional dimension, increase structure ductility.
Buckling restrained brace is that the one be made up of anti-buckling support inner core and confining part relies on core tension and compression surrender power consumption, and constraint mechanism provides the structure lateral resistant member of anti-side rigidity.Tension and compression load surrender power consumption mainly born by core, and the effect of confining part prevents inner core from when pressurized, complete buckling occurring and retraining its cripling, makes inner core can reach the abundant surrender of total cross-section under pulling force and pressure effect.Therefore, in the design and fabrication process of buckling restrained brace, require that its power transmission is clear and definite, be easy to make and construction, cost-saving.And traditional buckling restrained brace adopts Steel concrete to be combined to form restraining tube usually, the making required precision of this class A of geometric unitA is high, from great and difficulty of construction is large, and larger imposed load is existed to core cell itself, preparation method is loaded down with trivial details, cause its promote and the scope of application limited, industrialized level is lower.
Summary of the invention
For prior art Problems existing, the invention provides one and can transmit axial push-pull load preferably, give full play to the performance of the dissipation seismic energy of support, meet the requirement of bearing capacity and dissipation seismic energy, again can saving steel cost and fabrication cycle, be easy to construct and " one " font all steel type buckling restrained brace of industrialization production.
To achieve these goals, the present invention adopts following technical scheme, and a kind of " one " font all steel type buckling restrained brace, comprises rectangular steel tube, be provided with " one " font core in the inside of rectangular steel tube, the two ends of described " one " font core are stretched out rectangular steel tube and are arranged on outside rectangular steel tube; Be coated with non-cohesive material layer outside " one " font core in rectangular steel tube, between " one " font core and the inwall of rectangular steel tube, be provided with two angle steel groups, described angle steel group is symmetricly set on the both sides of " one " font core; Be fixed with triangular steel plate stiffening rib in the inner side of angle steel, " one " font core outside rectangular steel tube is provided with frictional high-strength bolts hole, " one " font core and leave gap between angle steel and triangular steel plate stiffening rib.
Described angle steel is fixed in rectangular steel tube by bolt symmetry.
Described angle steel and triangular steel plate stiffening rib adopt fillet weld to be connected.
Described angle steel group and bolt interlaced arrangement.
Described bolt is that four arrangements are put, and often five roads are put in arrangement.
Beneficial effect of the present invention:
1, " one " font all steel type buckling restrained brace of the present invention, angle steel, triangular steel plate stiffening rib, rectangular steel tube and bolt composition constraint mechanism, the non-cohesive materials such as the epoxy resin of core cell and peripheral spraying thereof are placed in inside, buckling restrained brace can be prefabricated in the factory, use crane lifting BRB at the construction field (site), complete buckling restrained brace by frictional high-strength bolts with nut scene and be connected with the gusset plate of node; The installation of buckling restrained brace of the present invention can be not counted in total time of construction, facilitates structure Construction treatment, does not affect main structure body construction; And be easy to realize suitability for industrialized production, site assembly is easy, building site accurate positioning, thus greatly saves the set-up time, improves engineering efficiency, is worth Devoting Major Efforts To Developing and popularization, is widely used in Practical Project.
2, " one " font all steel type buckling restrained brace of the present invention is all steel type, the restraining tube mechanism of angle steel, triangular steel plate stiffening rib, bolt and rectangular steel tube composition provides larger second moment of area for buckling restrained brace, and then provides enough lateral rigidities; Therefore, the strength and stiffness of buckling restrained brace are obtained for lifting, meet the design principles of surrender power consumption.
3, the present invention compares with the concrete buckling restrained brace of " one " font, and buckling restrained brace of the present invention has easy construction, simple structure, alleviate and support with the deadweight of structure, give full play to the advantages such as steel strength; Compare with other all steel type buckling restrained braces, buckling restrained brace of the present invention has simple structure, and construction makes the advantages such as fast, energy dissipation capacity is excellent.
Accompanying drawing explanation
Fig. 1 is the structural representation of " one " of the present invention font all steel type buckling restrained brace;
Fig. 2 is the cross sectional representation of Fig. 1;
Fig. 3 is the partial enlarged drawing of Fig. 1;
In figure: 1-bolt, 2-angle steel group, 3-rectangular steel tube, 4-non-cohesive material layer, 5-" one " font core, 6-triangular steel plate stiffening rib, 7-frictional high-strength bolts hole.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is described in further detail.
As shown in Figure 1, Figure 2, Figure 3 shows, a kind of " one " font all steel type buckling restrained brace, comprise rectangular steel tube 3, be provided with " one " font core 5 in the inside of rectangular steel tube 3, the two ends of described " one " font core 5 are stretched out rectangular steel tube 3 and are arranged on outside rectangular steel tube 3; Non-cohesive material layer 4 is coated with outside " one " font core 5 in rectangular steel tube 3, the setting of non-cohesive material layer 4 can ensure that " one " font core 5 is by there being enough relative motions during tension and compression, reducing friction resistance, described non-cohesive material can adopt epoxy resin; Between " one " font core 5 and the inwall of rectangular steel tube 3, be provided with two angle steel groups 2, described angle steel group 2 is symmetricly set on the both sides of " one " font core 5; Be fixed with triangular steel plate stiffening rib 6 in the inner side of angle steel 2, " one " font core 5 outside rectangular steel tube 3 is provided with frictional high-strength bolts hole 7, described angle steel group 2 and bolt 1 interlaced arrangement.
Described angle steel 2 is fixed in rectangular steel tube 3 by bolt 1 symmetry.
Described angle steel 2 adopts fillet weld to be connected with triangular steel plate stiffening rib 6.
Size and the length of described " one " font core 5 are determined according to actual carrying capacity and physical dimension demand, arrange the size of angle steel 2 and the thickness of rectangular steel tube 3 and triangular steel plate stiffening rib 6 according to stability requirement.Bolt 1 is that four arrangements are put, and often five roads (also can suitably encrypt) are put in arrangement.Quantity and the size in the frictional high-strength bolts hole 7 at " one " font core 5 two ends are determined according to the actual requirements.
Described angle steel 2 and triangular steel plate stiffening rib 6 form constraint mechanism internals by two-sided fillet welding, " one " font core 5 and leave gap between angle steel 2 and triangular steel plate stiffening rib 6, directly do not contact.
The welding job of angle steel 2 and triangular steel plate stiffening rib 6, the bolt 1 between angle steel 2 with rectangular steel tube 3 is connected work, and the assembled work of " one " font core 5 and constraint mechanism, and above three kinds of work all complete at work preassembly in factory.At the scene buckling restrained brace is directly lifted and put in place, the frictional high-strength bolts hole 7 described in utilization is connected buckling restrained brace by frictional high-strength bolts with precast concrete beam column or girder connection plate.
Claims (5)
1. " one " font all steel type buckling restrained brace, is characterized in that comprising rectangular steel tube, is provided with " one " font core in the inside of rectangular steel tube, and the two ends of described " one " font core are stretched out rectangular steel tube and are arranged on outside rectangular steel tube; Be coated with non-cohesive material layer outside " one " font core in rectangular steel tube, between " one " font core and the inwall of rectangular steel tube, be provided with two angle steel groups, described angle steel group is symmetricly set on the both sides of " one " font core; Be fixed with triangular steel plate stiffening rib in the inner side of angle steel, " one " font core outside rectangular steel tube is provided with frictional high-strength bolts hole, " one " font core and leave gap between angle steel and triangular steel plate stiffening rib.
2. " one " font all steel type buckling restrained brace according to claim 1, is characterized in that described angle steel is fixed in rectangular steel tube by bolt symmetry.
3. " one " font all steel type buckling restrained brace according to claim 2, is characterized in that described angle steel group and bolt interlaced arrangement.
4. " one " font all steel type buckling restrained brace according to claim 2, is characterized in that described bolt is that four arrangements are put, and often five roads are put in arrangement.
5. " one " font all steel type buckling restrained brace according to claim 1, is characterized in that described angle steel and triangular steel plate stiffening rib adopt fillet weld to be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510861413.3A CN105369934A (en) | 2015-11-26 | 2015-11-26 | Linear all-steel buckling constraint support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510861413.3A CN105369934A (en) | 2015-11-26 | 2015-11-26 | Linear all-steel buckling constraint support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105369934A true CN105369934A (en) | 2016-03-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510861413.3A Pending CN105369934A (en) | 2015-11-26 | 2015-11-26 | Linear all-steel buckling constraint support |
Country Status (1)
| Country | Link |
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| CN (1) | CN105369934A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105587040A (en) * | 2016-03-11 | 2016-05-18 | 中国建筑第八工程局有限公司 | Rear cover tile type steel pipe column dislocation butt joint mechanism and assembly welding method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07229204A (en) * | 1994-02-17 | 1995-08-29 | Nippon Steel Corp | Buckling confined braking member |
| JPH09221830A (en) * | 1995-12-11 | 1997-08-26 | Nkk Corp | Brace material and structure for fitting brace material to building |
| CN201809874U (en) * | 2010-10-13 | 2011-04-27 | 太原理工大学 | Dual anti-bending steel support yielding to continuous constraint of thin-walled surface |
| CN104005487A (en) * | 2014-04-12 | 2014-08-27 | 北京工业大学 | Self-resetting and prestressed buckling-restrained brace of I-shaped angle steel assembled-type steel structure |
| CN205153177U (en) * | 2015-11-26 | 2016-04-13 | 沈阳建筑大学 | " one " font all steel type buckling restrained brace |
-
2015
- 2015-11-26 CN CN201510861413.3A patent/CN105369934A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07229204A (en) * | 1994-02-17 | 1995-08-29 | Nippon Steel Corp | Buckling confined braking member |
| JPH09221830A (en) * | 1995-12-11 | 1997-08-26 | Nkk Corp | Brace material and structure for fitting brace material to building |
| CN201809874U (en) * | 2010-10-13 | 2011-04-27 | 太原理工大学 | Dual anti-bending steel support yielding to continuous constraint of thin-walled surface |
| CN104005487A (en) * | 2014-04-12 | 2014-08-27 | 北京工业大学 | Self-resetting and prestressed buckling-restrained brace of I-shaped angle steel assembled-type steel structure |
| CN205153177U (en) * | 2015-11-26 | 2016-04-13 | 沈阳建筑大学 | " one " font all steel type buckling restrained brace |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105587040A (en) * | 2016-03-11 | 2016-05-18 | 中国建筑第八工程局有限公司 | Rear cover tile type steel pipe column dislocation butt joint mechanism and assembly welding method |
| CN105587040B (en) * | 2016-03-11 | 2017-09-22 | 中国建筑第八工程局有限公司 | A kind of bonnet tile style steel pipe column dislocation docking mechanism and assembly welding method |
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Application publication date: 20160302 |
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