CN203834692U - Connection node structure of section steel column and non-energy-dissipation section steel short beam of mixed coupled wall - Google Patents
Connection node structure of section steel column and non-energy-dissipation section steel short beam of mixed coupled wall Download PDFInfo
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- CN203834692U CN203834692U CN201420247761.2U CN201420247761U CN203834692U CN 203834692 U CN203834692 U CN 203834692U CN 201420247761 U CN201420247761 U CN 201420247761U CN 203834692 U CN203834692 U CN 203834692U
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- short beam
- shaped steel
- coupled wall
- steel column
- energy dissipating
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Abstract
A connection node structure of a section steel column and a non-energy-dissipation section steel short beam of a mixed coupled wall comprises a reinforcement framework poured inside the mixed coupled wall, the section steel column located at the end portion inside the mixed coupled wall, and the non-energy-dissipation section steel short beam connected with the outer side of the section steel column, wherein the upper end and the lower end of the section steel column protrude out of the mixed coupled wall; the upper portion of the section steel column fixes the non-energy-dissipation section steel short beam in the length direction of the mixed coupled wall; one end, connected with the section steel column, of the non-energy-dissipation section steel short beam is poured into the mixed coupled wall; the other end of the non-energy-dissipation section steel short beam protrudes out of the mixed coupled wall; the inner side, opposite to the non-energy-dissipation section steel short beam, of the section steel column is connected with a node rotation resistance section steel short beam which is poured into the mixed coupled wall; a set of reinforcement connectors are horizontally fixed to the lower face of the node rotation resistance section steel short beam along the midcourt line and are fixedly connected with node rotation resistance reinforcing steel bars arranged in the vertical direction. The connection node structure is safe and reliable in connection and is stressed reasonably. The connection node structure can be widely applied to a mixed coupled wall structural system.
Description
Technical field
The utility model relates to a kind of coupled wall structure, particularly a kind of connecting joint structure mixing in coupled wall of mixing.
Background technology
At present, along with urban population in Chinese Urbanization process constantly increases and urban land shortage gradually, highrise building becomes the inevitable choice that solves this contradiction, and wherein, coupled wall structural system is indispensable element in high building structure.Can find according to field data in the past, coupled wall structural system had both been inherited the large advantage of cheap, the anti-side rigidity of simple shear wall construction costs, embody again coupling beam surrender power consumption, crack under severe earthquake action and concentrated on body of wall bottom, to reduce the advantage of the rear rehabilitation cost of shake.But in actual application, owing to being subject to building to use the restriction of functional requirement, conventional concrete coupling beam is often difficult to meet cross section shearing resistance demand, has caused certain difficulty to design and construction.Compared with traditional coupled wall, mixing coupled wall uses steel coupling beam to substitute concrete coupling beam, use steel column to substitute edge constraint steel concrete sleeper, apply the accentric support power consumption beam theory in existing related specifications, code, make the latter have better energy dissipation capacity and progressive collapse-resisting ability than the former, and assembly process is simple, convenient, be convenient to meet building instructions for use simultaneously.Therefore; assembling mixing coupled wall system; existing good anti-seismic performance; having realized again prefabrication synchronously carries out with on-the-spot installation; improve site operation speed; reduce the use amount of Site Template, temporary supporting; protect environment; and consider steel column and non-energy dissipating beam connecting node and to mix coupled wall distortion must distortion collaborative; therefore, need to provide safe and reliable connected mode, to meet construction safety and quality; and the connection construction complexity of existing steel column and non-energy dissipating beam, and the bad guarantee of construction quality.
Utility model content
The purpose of this utility model is to provide a kind of connecting joint structure that mixes coupled wall steel column and non-energy dissipating beam, solve the steel column and the how safe and reliable technical problem being connected of non-energy dissipating beam of coupled wall; And solution ensures the problem of efficiency of construction.
For achieving the above object, the utility model adopts following technical scheme:
A kind of connecting joint structure that mixes coupled wall steel column and non-energy dissipating shaped steel short beam, comprise and be cast in the cage of reinforcement mixing in coupled wall, the steel column that is positioned at mixing coupled wall inner end, and the non-energy dissipating shaped steel short beam being connected with steel column outside, the upper and lower end parts of described steel column all protrudes from mixing coupled wall, the top of described steel column is along the fixing non-energy dissipating shaped steel short beam of the length direction that mixes coupled wall, and one end of described non-energy dissipating shaped steel short beam connecting-type steel column is cast in mixing coupled wall, the outstanding coupled wall that mixes of the other end.
Described steel column is connected with anti-joint rotation shaped steel short beam in the inner side relative with the position of non-energy dissipating shaped steel short beam, described anti-joint rotation shaped steel short beam is cast in mixes in coupled wall completely, below anti-joint rotation beam, be fixed with one group of reinforcing bar connector along center line level, described reinforcing bar connector is fixedly connected with the anti-joint rotation reinforcing bar of vertical direction setting.
On described steel column and non-energy dissipating shaped steel short beam, be fixed with shearing resistance peg.
On described steel column, be fixed with transverse stiffener.
Described non-energy dissipating shaped steel short beam is cast in the one end of mixing in coupled wall and is fixed with the panel of putting more energy into, described in the put more energy into lateral surface of panel concordant with the side of mixing coupled wall.
One side or multiaspect in the four sides up and down of described mixing coupled wall are keyway or matsurface.
The outstanding length range that mixes coupled wall edge of described non-energy dissipating shaped steel short beam is 5 centimetres～10 centimetres.
The length range of described anti-joint rotation shaped steel short beam is 40 centimetres～70 centimetres.
The Edge Distance scope of the anti-joint rotation beam of described reinforcing bar connector distance is 3 centimetres～6 centimetres, and the spacing range of adjacent reinforcing bar connector is 10 centimetres～20 centimetres.
Described steel column is H shaped steel or combined I-shaped steel, and described non-energy dissipating shaped steel short beam is H shaped steel or combined I-shaped steel.
Described anti-joint rotation shaped steel short beam is H shaped steel or combined I-shaped steel.
Compared with prior art the utlity model has following characteristics and beneficial effect:
The utility model has overcome the shortcoming that traditional coupled wall quality of connection is poor, efficiency of construction is low, has solved the technical problem that improves efficiency of construction, ensures construction quality.
The utility model is to be applied in to mix in coupled wall structural system, according to the type of attachment of mixing coupled wall haplotype steel column and non-energy dissipating girder connection, based on finite element theory, set up FEM (finite element) model node is carried out to mechanical analysis, verify the reliability of its node, ensure its quality of connection, and reasonable stress: steel column one side connects non-energy dissipating beam, opposite side connects anti-joint rotation shaped steel short beam, this structure design provides another effective approach with the internal force transmission mixing between coupled wall for non-energy dissipating beam, make this annexation more reliable, realize the thought of the multiple defence line of shockproof requirements, in addition, the below of anti-joint rotation shaped steel short beam is connected with anti-joint rotation reinforcing bar, has increased the strength and ductility of connected node, and this structure design, under middle shake effect, has reduced the crack of body of wall node region, is also convenient to the repairing after shake, and under large shake effect, this structure has sufficient plastic deformation ability, can realize simultaneously and mix coupled wall and do not come off, ensure that whole connecting joint structure can not be destroyed in large earthquake centre, realized the good anti-seismic performance of this connecting joint structure, and in traditional combining structure, under earthquake repeated action, easily ftracture in the region of embedded type steel column and steel beam joint, even body of wall and steel work part are peeled off, and have had a strong impact on structural seismic performance.
The connecting joint structure of mixing coupled wall steel column of the present utility model and non-energy dissipating beam adopts prefabricate mode, reinforcing bar connector can be welded on the bottom flange of anti-joint rotation shaped steel short beam in the connecting joint structure manufacturing process of steel column and non-energy dissipating beam, anti-joint rotation reinforcing bar can be tightened on reinforcing bar connector in mixing coupled wall manufacturing process, the making of connected node and the prefabrication of mixed wall limb that are steel column and non-energy dissipating beam can independently be carried out, in mixing coupled wall manufacturing process, reduce the operation of welding, improve speed of application, for completing of work items provides guarantee on schedule.And in work progress, the assembly of structure, has reduced the wet trade amount at concrete scene, thereby reduce the use amount of template, temporary supporting, and then reduced the generation of building waste, reduced construction cost, ensured efficiency of construction; In addition, because the members such as steel column, non-energy dissipating shaped steel short beam node and mixing coupled wall are all easy to ensure by its quality of produce in factory, therefore, the quality of whole connecting joint structure is also easily controlled, and has further ensured construction quality; Assembled can completing at the construction field (site) between the mixing coupled wall in later stage, therefore, the prefabricated construction of connecting joint structure and the on-site consolidation mixing between coupled wall can carry out simultaneously, have further ensured efficiency of construction.
The utility model can be widely used in mixing coupled wall structural system.
Brief description of the drawings
Below in conjunction with accompanying drawing, the utility model is described in more detail.
Fig. 1 is that structure master of the present utility model looks schematic diagram.
Fig. 2 is the A-A cross-sectional view of Fig. 1.
Reference numeral: 1-mixing coupled wall, 2-steel column, the anti-joint rotation shaped steel of 3-short beam, the non-energy dissipating shaped steel of 4-short beam, 5-transverse stiffener, 6-put more energy into panel, 7-reinforcing bar connector, the anti-joint rotation reinforcing bar of 8-, 9-cage of reinforcement, 10-shearing resistance peg, 11-keyway or matsurface.
Detailed description of the invention
Embodiment is shown in Figure 1, the connecting joint structure of this mixing coupled wall steel column and non-energy dissipating shaped steel short beam, comprise and be cast in the cage of reinforcement 9 mixing in coupled wall 1, the steel column 2 that is positioned at mixing coupled wall 1 inner end, and the non-energy dissipating shaped steel short beam 4 being connected with steel column 2 outsides, on described steel column 2, be fixed with transverse stiffener 5, on described steel column 2 and non-energy dissipating shaped steel short beam 4, be fixed with shearing resistance peg 10, one side or multiaspect in the four sides up and down of described mixing coupled wall 1 are matsurface or have in the horizontal direction keyway.
The upper and lower end parts of described steel column 2 all protrudes from mixes coupled wall 1, the top of described steel column 2 is along the fixing non-energy dissipating shaped steel short beam 4 of the length direction that mixes coupled wall 1, one end of described non-energy dissipating shaped steel short beam 4 connecting-type steel columns 2 is cast in mixes in coupled wall 1, the outstanding coupled wall 1 that mixes of the other end, the outstanding length range that mixes coupled wall 1 edge of described non-energy dissipating shaped steel short beam 4 is 5 centimetres～10 centimetres, described non-energy dissipating shaped steel short beam 4 is cast in the one end of mixing in coupled wall 1 and is fixed with the panel 6 of putting more energy into, the lateral surface of the described panel 6 of putting more energy into is concordant with the side of mixing coupled wall 1.
Described steel column 2 is connected with anti-joint rotation shaped steel short beam 3 in the inner side relative with the position of non-energy dissipating shaped steel short beam 4, the length range of described anti-joint rotation shaped steel short beam 3 is 40 centimetres～70 centimetres, described anti-joint rotation shaped steel short beam 3 is cast in mixes in coupled wall 1 completely, below anti-joint rotation shaped steel short beam 3, be fixed with one group of reinforcing bar connector 7 along center line level, the Edge Distance scope of the anti-joint rotation shaped steel short beam 3 of described reinforcing bar connector 7 distance is 3 centimetres～6 centimetres, the spacing range of adjacent reinforcing bar connector 7 is 10 centimetres～20 centimetres, described reinforcing bar connector 7 is fixedly connected with the anti-joint rotation reinforcing bar 8 of vertical direction setting, described anti-joint rotation reinforcing bar and reinforcing bar connector 7 are connected by screw thread, described anti-joint rotation reinforcing bar 8 length meet shockproof requirements, the diameter of anti-joint rotation reinforcing bar 8 is not less than 16mm, strength of materials grade is secondary steel or grade III steel.
Described steel column 2 is H shaped steel or combined I-shaped steel, and strength of materials grade is Q345 steel; Described non-energy dissipating shaped steel short beam 4 is H shaped steel or combined I-shaped steel, and strength of materials grade is Q345 steel; Described anti-joint rotation shaped steel short beam 3 is H shaped steel or combined I-shaped steel, and strength of materials grade is Q345 steel, and frange plate and web thickness are identical with non-energy dissipating shaped steel short beam 4 respectively.
The described panel 6 of putting more energy into is for steel plate, and its thickness is 0.5～1.0 times of non-energy dissipating shaped steel short beam 4 frange plate thickness, and strength of materials grade is identical with non-energy dissipating shaped steel short beam 4; Described transverse stiffener 5 is steel plate, the frange plate of corresponding non-energy dissipating shaped steel short beam 4 and anti-joint rotation shaped steel short beam 3 is welded between two frange plates of steel column 2, its thickness is 0.5～1.0 times of non-energy dissipating shaped steel short beam 4 frange plate thickness, and strength of materials grade is identical with non-energy dissipating shaped steel short beam 4.
The construction method of the connecting joint structure of mixing coupled wall steel column of the present utility model and non-energy dissipating beam, concrete steps are as follows:
Step 1, by transverse stiffener 5 be welded on steel column 2, by reinforcing bar connector 7 be welded on anti-joint rotation shaped steel short beam 3, the panel 6 of putting more energy into is welded on non-energy dissipating shaped steel short beam 4, three can carry out simultaneously, ensures operating efficiency.
Step 2, non-energy dissipating shaped steel short beam 4 and anti-joint rotation shaped steel short beam 3 correspondences are welded on to the both sides of steel column 2, wherein, if steel column is combined I-shaped steel, steel column at flange of beam up and down in the scope of each 500mm, adopt full penetration groove weld between the edge of a wing of steel column and web, this is the requirement to the steel column edge of a wing and web welding, specify the distribution length of full penetration groove weld, be that this kind of weld length is that non-energy dissipating shaped steel short beam 4 or joint rotation shaped steel short beam 3 are up and down within the scope of each 500mm, so far, complete the making of steel structure node.
Step 3, at the cage of reinforcement 9 of steel column 2, non-energy dissipating shaped steel short beam 4 and the peripheral colligation mixing coupled wall of anti-joint rotation shaped steel short beam 31 inside, and will resist joint rotation reinforcing bar 8 fixing with reinforcing bar connector 7.
Step 4, at steel column 2, non-energy dissipating shaped steel short beam 4 and the peripheral fixing concrete-pouring templates that mix coupled walls 1 of anti-joint rotation shaped steel short beam 3, and carries out horizontal keyway or matsurface processing at four faces up and down.
Step 5, builds and mixes coupled wall 1.
Step 6, after concreting moulding, will mix by prefabricated suspension ring that coupled wall 1 lifts by crane, the demoulding.
Step 7, is transported to job site by prefabricated mixing coupled wall 1.
Step 8, repeating step one is to step 7, completes and be transported to job site by prefabricated all mixing coupled walls.
Step 9, mixes the on-site consolidation between coupled wall, completes the construction of whole mixing coupled wall structural system.
Claims (9)
1. one kind is mixed the connecting joint structure of coupled wall steel column and non-energy dissipating shaped steel short beam, comprise and be cast in the cage of reinforcement (9) mixing in coupled wall (1), be positioned at the steel column (2) that mixes coupled wall (1) inner end, and the non-energy dissipating shaped steel short beam (4) being connected with steel column (2) outside, it is characterized in that: the upper and lower end parts of described steel column (2) all protrudes from mixes coupled wall (1), the top of described steel column (2) is along the fixing non-energy dissipating shaped steel short beam (4) of the length direction that mixes coupled wall (1), one end of described non-energy dissipating shaped steel short beam (4) connecting-type steel column (2) is cast in mixes in coupled wall (1), the outstanding coupled wall (1) that mixes of the other end,
Described steel column (2) is connected with anti-joint rotation shaped steel short beam (3) in the inner side relative with the position of non-energy dissipating shaped steel short beam (4), described anti-joint rotation shaped steel short beam (3) is cast in mixes in coupled wall (1) completely, below anti-joint rotation shaped steel short beam (3), be fixed with one group of reinforcing bar connector (7) along center line level, described reinforcing bar connector (7) is fixedly connected with the anti-joint rotation reinforcing bar (8) that vertical direction arranges;
On described steel column (2) and non-energy dissipating shaped steel short beam (4), be fixed with shearing resistance peg (10).
2. the connecting joint structure that mixes according to claim 1 coupled wall steel column and non-energy dissipating shaped steel short beam, is characterized in that: on described steel column (2), be fixed with transverse stiffener (5).
3. mix according to claim 1 the connecting joint structure of coupled wall steel column and non-energy dissipating shaped steel short beam, it is characterized in that: described non-energy dissipating shaped steel short beam (4) is cast in the one end of mixing in coupled wall (1) and is fixed with the panel of putting more energy into (6), described in the put more energy into lateral surface of panel (6) concordant with the side of mixing coupled wall (1).
4. the connecting joint structure that mixes according to claim 1 coupled wall steel column and non-energy dissipating shaped steel short beam, is characterized in that: one side or multiaspect in the four sides up and down of described mixing coupled wall (1) are keyway or matsurface (11).
5. the connecting joint structure that mixes according to claim 1 coupled wall steel column and non-energy dissipating shaped steel short beam, is characterized in that: the outstanding length range that mixes coupled wall (1) edge of described non-energy dissipating shaped steel short beam (4) is 5 centimetres～10 centimetres.
6. the connecting joint structure that mixes according to claim 1 coupled wall steel column and non-energy dissipating shaped steel short beam, is characterized in that: the length range of described anti-joint rotation shaped steel short beam (3) is 40 centimetres～70 centimetres.
7. mix according to claim 6 the connecting joint structure of coupled wall steel column and non-energy dissipating shaped steel short beam, it is characterized in that: the Edge Distance scope of described reinforcing bar connector (7) the anti-joint rotation beam of distance (3) is 3 centimetres～6 centimetres, and the spacing range of adjacent reinforcing bar connector (7) is 10 centimetres～20 centimetres.
8. according to the connecting joint structure of one of claim 1-7 described mixing coupled wall steel column and non-energy dissipating shaped steel short beam, it is characterized in that: described steel column (2) is H shaped steel or combined I-shaped steel, and described non-energy dissipating shaped steel short beam (4) is H shaped steel or combined I-shaped steel.
9. the connecting joint structure that mixes according to claim 8 coupled wall steel column and non-energy dissipating shaped steel short beam, is characterized in that: described anti-joint rotation shaped steel short beam (3) is H shaped steel or combined I-shaped steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420247761.2U CN203834692U (en) | 2014-05-15 | 2014-05-15 | Connection node structure of section steel column and non-energy-dissipation section steel short beam of mixed coupled wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420247761.2U CN203834692U (en) | 2014-05-15 | 2014-05-15 | Connection node structure of section steel column and non-energy-dissipation section steel short beam of mixed coupled wall |
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| Publication Number | Publication Date |
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| CN203834692U true CN203834692U (en) | 2014-09-17 |
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| CN201420247761.2U Expired - Fee Related CN203834692U (en) | 2014-05-15 | 2014-05-15 | Connection node structure of section steel column and non-energy-dissipation section steel short beam of mixed coupled wall |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104032861A (en) * | 2014-05-15 | 2014-09-10 | 中国建筑股份有限公司 | Hybrid coupled wall type steel column and non-energy-dissipation beam connection node structure and construction method thereof |
| CN106555448A (en) * | 2016-09-30 | 2017-04-05 | 中国建筑股份有限公司 | T-shaped rigid joint coupled wall with pre-buried seam beam section and its construction method |
-
2014
- 2014-05-15 CN CN201420247761.2U patent/CN203834692U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104032861A (en) * | 2014-05-15 | 2014-09-10 | 中国建筑股份有限公司 | Hybrid coupled wall type steel column and non-energy-dissipation beam connection node structure and construction method thereof |
| CN104032861B (en) * | 2014-05-15 | 2016-06-22 | 中国建筑股份有限公司 | Mixing coupled wall steel column and non-energy dissipating beam connecting node structure and construction method thereof |
| CN106555448A (en) * | 2016-09-30 | 2017-04-05 | 中国建筑股份有限公司 | T-shaped rigid joint coupled wall with pre-buried seam beam section and its construction method |
| CN106555448B (en) * | 2016-09-30 | 2022-07-26 | 中国建筑股份有限公司 | T-shaped rigid joint coupled wall with pre-buried joint beam sections and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140917 Termination date: 20210515 |
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| CF01 | Termination of patent right due to non-payment of annual fee |