CN208518137U - A closed profiled steel plate concrete composite shear wall connection node - Google Patents
A closed profiled steel plate concrete composite shear wall connection node Download PDFInfo
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- CN208518137U CN208518137U CN201821190496.3U CN201821190496U CN208518137U CN 208518137 U CN208518137 U CN 208518137U CN 201821190496 U CN201821190496 U CN 201821190496U CN 208518137 U CN208518137 U CN 208518137U
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Abstract
A kind of closed-section steel deck combined concrete shear wall connecting node, it belongs to building structure field, it includes first edge stiffener, second edge stiffener, closed-section steel deck, shear connector, bar dowel, node connecting plate and concrete；First edge stiffener and second edge stiffener are arranged side by side, two sides are each provided with two opposed closed-section steel decks up and down between first edge stiffener and second edge stiffener, a plurality of rib of slab is respectively provided on closed-section steel deck inner surface along longitudinal direction, bar dowel is welded at the top of the rib of slab of closed-section steel deck, and one end of the bar dowel is stretched out at the docking of two closed-section steel decks of the same side, guarantee that the internal force of top floor effectively passes to lower part floor, is equipped with node connecting plate at two closed-section steel deck docking of the same side.The utility model stress is clear, easy for construction, and wall has preferable bearing capacity, ensure that node bonding strength.
Description
Technical field
The utility model relates to a kind of closed-section steel deck combined concrete shear wall connecting nodes, belong to building structure
Field.
Background technique
Shear wall is most common a kind of lateral resistant member in skyscraper, and conventional steel bar concrete shear wall is with its entirety
Property it is good, rigidity is big, lateral deformation is small, resist the advantages that wind load and medium and small grade earthquake effect are prominent and fire protecting performance is good, by
The favor of numerous engineers and technicians.But reinforced concrete shear wall rigidity is big, and biggish level is born under seismic force effects
Power, crack generation is more early, and the later period, ductility was small, energy dissipation capacity is poor based on failure by shear, is in brittle break, is not easily repaired after shake.
Steel plate-concrete combined shear wall improves the deficiency of reinforced concrete shear wall, steel plate and concrete composite to a certain extent
Shear wall, which refers to, is arranged steel plate in concrete two sides, by shear connector junction steel plate and concrete, makes the two as a whole
It works together, steel plate-concrete combined shear wall shear-carrying capacity with higher, good ductility and energy dissipation capacity.But it wants
Guarantee that steel plate-concrete combined shear wall light plate is cut buckling failure, guarantee that steel plate works together as a whole with concrete,
Shear connector or the intensive ribbed stiffener of setting need to be covered on the steel plate, cause the design, manufacture and construction of shear wall complicated, cost
Increase；It is simultaneously processing, production and the installation accuracy requirement for guaranteeing steel plate, " steel plate shear force wall technical regulation " (JGJ/T380-
2015) minimum thickness of unilateral steel plate is not preferably less than 10mm, and thickness of wall body in clear stipulaties steel plate-concrete combined shear wall
It is not preferably less than 250mm, limits application of the steel plate-concrete combined shear wall in multi- story and high- rise building.In addition, to prevent from pouring
It builds Concrete light plate and the mould phenomenon that rises occurs, a large amount of supports need to be set in steel plate two sides, increase the complexity of construction.It closes
Shape of the mouth as one speaks profiled sheet compound shear wall, which efficiently solves, needs setting to socket key in double steel plate combined concrete shear wall, construction is complicated
The problem of, using the geometrical property of closed-section steel deck itself, when casting concrete, closed-section steel deck has biggish
Out of plane stiffness is able to satisfy the demand of casting concrete, and after concrete hardening, closed-section steel deck is embedded in concrete
Portion can effectively anchor profiled sheet, avoid the problem of setting shear connector is needed in common double steel plate shear wall, while silent
Type profiled sheet thickness can be adjusted accordingly according to bearing capacity and anti-side rigidity demand, compensate for steel in double steel plate shear wall
The excessive problem of plate thickness, it is more economical, reasonable.Since closed type floor is inside wall, and steel plate is relatively thin, connection compared with
For difficulty, thus the connection of closed-section steel deck compound shear wall medium-pressure type steel plate be limit its engineer application critical issue it
One.
Utility model content
The utility model is to overcome the shortcomings of the existing technology, propose that a kind of stress is clear, closed type die mould steel easy for construction
Plate concrete combined shear wall connecting node.
The utility model adopts the technical scheme that in order to solve the above problem:
A kind of closed-section steel deck combined concrete shear wall connecting node, it includes first edge stiffener,
Two Edge Enhancement components, closed-section steel deck, shear connector, bar dowel, node connecting plate and concrete；
First edge stiffener and second edge stiffener are arranged side by side, first edge stiffener and second edge
Two opposed closed-section steel decks, and first edge stiffener, the second side is respectively arranged in two sides up and down between stiffener
Edge stiffener is connected with closed-section steel deck three surrounds a hollow building enclosure, on closed-section steel deck inner surface
It is respectively provided with a plurality of rib of slab along longitudinal direction, a plurality of rib of slab interval is arranged, welding short steel rod at the top of the rib of slab of closed-section steel deck, and
One end of the bar dowel is stretched out at the docking of two closed-section steel decks of the same side, guarantees that the internal force of top floor effectively passes
Lower part floor is passed, node connecting plate is equipped at two closed-section steel deck docking of the same side, is set in hollow building enclosure
There is the shear connector being connected with first edge stiffener and second edge stiffener, has been poured in hollow building enclosure mixed
Solidifying soil.
The beneficial effect of the utility model compared with prior art is: closed-section steel deck combined concrete shear wall is by two
Side closed-section steel deck, concrete and edge constraint component composition, the fin of closure are divided into profiled sheet multiple vertical
Strip makes general steel plate be changed into multiple strips by being cut in integral planar and individually cut.Preliminary analysis shows: closed type die mould
Steel plate concrete combined shear wall utilizes the compound action of profiled sheet and concrete, can give full play to two kinds of materials itself is excellent
Gesture shows higher bearing capacity, good energy dissipation capacity and deformability under lateral force and longitudinal force collective effect.It closes
Degree of lip-rounding fin is embedded in inside concrete, can effectively anchor profiled sheet, is it is not necessary that shear connector is arranged in hollow building enclosure
It can guarantee that profiled sheet and concrete work together as a whole；Silent shape fin can be used as effective support of steel plate, improve
Stability of the profiled sheet under vertical force and reciprocal horizontal load action, significantly improves the bearing capacity of profiled sheet；This
Outside, profiled sheet has biggish out of plane stiffness, and the only a small amount of support of setting can meet construction requirement, and it is difficult to reduce construction
Degree.The connecting node construction method of the utility model overcomes profiled sheet thinner thickness, more tired using butt weld connection
Difficult problem.The utility model solves the problems such as existing Seismic Behavior of Reinforced Concrete Walls Strengthened is poor, easy to crack；Avoid steel
Be arranged that a large amount of shear connectors, steel plate thickness be excessive in plate-combined concrete shear wall and concreting process in easily rise
The problems such as mould；Affixed bar dowel and node connecting plate, solve profiled sheet in succession at the rib of slab of closed-section steel deck
The place's of connecing intensity is not easy the problem of guaranteeing.
Detailed description of the invention
Fig. 1 is the utility model closed-section steel deck combined concrete shear wall connecting node schematic diagram；
Fig. 2 is the A-A section signal that Edge Enhancement component is all arranged using steel pipe and upper and lower two sides bar dowel in Fig. 1
Figure；
Fig. 3 is that Edge Enhancement component is illustrated using the A-A section of steel pipe and upper and lower two sides bar dowel dislocation arrangement in Fig. 1
Figure；
Fig. 4 is that Edge Enhancement component is shown using the A-A section that I-steel and upper and lower two sides bar dowel are all arranged in Fig. 1
It is intended to；
Fig. 5 is that Edge Enhancement component is shown using the A-A section of I-steel and upper and lower two sides bar dowel dislocation arrangement in Fig. 1
It is intended to；
Fig. 6 is the sectional view of the closed-section steel deck of the up-side down triangle rib of slab with lower mouth semi-closed；
Fig. 7 is the sectional view of the closed-section steel deck for the dovetail type rib of slab being closed with lower mouth.
Specific embodiment
The technical solution of the utility model is further described with reference to the accompanying drawings and detailed description:
Referring to shown in Fig. 1-Fig. 5, a kind of closed-section steel deck combined concrete shear wall connecting node, it includes first
Edge Enhancement component 1, second edge stiffener 2, closed-section steel deck 3, shear connector 4, bar dowel 5, node connection
Plate 6 and concrete seven；
First edge stiffener 1 and second edge stiffener 2 are arranged side by side, first edge stiffener 1 and second
Two sides are each provided with two opposed closed-section steel decks 3, and first edge stiffener up and down between Edge Enhancement component 2
1, second edge stiffener 2 is connected with 3 three of closed-section steel deck surrounds a hollow building enclosure, closed type die mould steel
A plurality of rib of slab 3-1, a plurality of rib of slab 3-1 arranged for interval, the plate of closed-section steel deck 3 are respectively provided on 3 inner surface of plate along longitudinal direction
Welding short steel rod 5 at the top of rib 3-1, and the opposed of two closed-section steel decks 3 of the same side is stretched out in one end of the bar dowel 5
Place, the opposed place of two closed-section steel decks 3 of the same side are equipped with node connecting plate 6, are equipped with and first in hollow building enclosure
The shear connector 4 that Edge Enhancement component 1 is connected with second edge stiffener 2 has poured concrete in hollow building enclosure
7。
In present embodiment, two sides are respectively arranged up and down between first edge stiffener 1 and second edge stiffener 2
Two closed-section steel decks 3 for thering is docking to be arranged, as shown in Figure 1.Profiled sheet has biggish out of plane stiffness, is only arranged
A small amount of support can meet construction requirement, reduce difficulty of construction.Node connecting plate 6 can be welded with two closed-section steel decks 3
It connects.
Referring to shown in Fig. 6 and Fig. 7, in order to improve the bearing capacity of shear wall, there is good energy dissipation capacity and deformation energy
Power, the rib of slab 3-1 of closed-section steel deck 3 are the up-side down triangle fin of lower mouth semi-closed.The rib of slab 3- of closed-section steel deck 3
The 1 dovetail type fin being closed for lower mouth.Profiled sheet is divided into multiple vertical plate bands by the rib of slab of closure, makes general steel plate by whole
The flat shear in plane of body is changed into multiple strips and is individually cut.Silent shape rib of slab is embedded in inside concrete, can effectively anchor die mould steel
Plate can guarantee that profiled sheet and concrete work together as a whole without shear connector；Silent shape rib of slab can be used as steel
Effective support of plate improves stability of the profiled sheet under vertical force and reciprocal horizontal load action, significantly improves
The bearing capacity of profiled sheet.
In order to further decrease difficulty of construction, first edge stiffener 1 and second edge stiffener 2 be I-steel or
Steel pipe or channel steel.What Fig. 2 and Fig. 3 example provided is rectangular steel tube as first edge stiffener 1 and second edge reinforcement structure
Part 2.What Fig. 4 and Fig. 5 example provided is I-steel as first edge stiffener 1 and second edge stiffener 2.
In order to which appropriateness reinforces first edge stiffener 1 and second edge stiffener 2, it is ensured that connection is reliable, with first
The shear connector 4 that Edge Enhancement component 1 and second edge stiffener 2 connect is using peg, angle steel or channel steel.It is such to set
It sets it is not necessary that shear connector is arranged in hollow encirclement structure, that is, can guarantee profiled sheet and concrete common work as a whole
Make.
In general, the material of closed-section steel deck 3 is Q235 steel, Q345 steel, Q390 steel or Q420 steel.Node connecting plate 6
Material be Q235 steel, Q345 steel, Q390 steel or Q420 steel.Bar dowel 5 is HPB235 reinforcing bar, HRB335 reinforcing bar, HRB400 steel
Muscle or RRB400 reinforcing bar.So set, materials are convenient.
Referring to shown in Fig. 1, Fig. 2 and Fig. 4, another embodiment also provides a kind of closed-section steel deck Combined concrete
The production method of shear wall connecting node, includes the following steps:
Step 1: first edge stiffener 1 is connected with shear connector 4 by welding manner；
Step 2: second edge stiffener 2 is connected with shear connector 4 by welding manner；
Step 3: more bar dowels 5 are welded on the rib of slab 3-1 of closed-section steel deck 3, while stretch part reinforcing bar
Closed-section steel deck 3 out；
Step 4: by closed-section steel deck 3, first edge stiffener 1 and second edge stiffener 2 using welding
Mode is connected；
Step 5: node connecting plate 6 to be set to the place that is connected of closed-section steel deck 3, node connecting plate 6 passes through
Welding manner and closed-section steel deck 3 connect；
Step 6: being poured inside first edge stiffener 1, second edge stiffener 2 and closed-section steel deck 3
Concrete seven, combined concrete shear wall production finish.
In the step of present embodiment four, upper and lower two sides between first edge stiffener 1 and second edge stiffener 2
It is respectively disposed with two closed-section steel decks 3 of docking setting.
The casting concrete in the cavity that Edge Enhancement component and two sides closed-section steel deck surround, to concrete hardening
Afterwards, work together concrete and profiled sheet from anchor working principle using closed-section steel deck；In closed type die mould steel
The vertical junction setting node connecting plate of plate guarantees the reliability and bearing strength that node connects with section reinforcing bar.
In general, the concrete poured is normal concrete, high-strength concrete, lightweight concrete or high performance concrete.
The utility model is disclosed as above with preferable case study on implementation, however is not intended to limit the utility model, any ripe
Professional and technical personnel is known, is not being departed within the scope of technical solutions of the utility model, according to the technical essence of the utility model
To any simple modification, equivalent change and modification that the above case study on implementation is done, still belong to technical solutions of the utility model range.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821190496.3U CN208518137U (en) | 2018-07-25 | 2018-07-25 | A closed profiled steel plate concrete composite shear wall connection node |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821190496.3U CN208518137U (en) | 2018-07-25 | 2018-07-25 | A closed profiled steel plate concrete composite shear wall connection node |
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| CN208518137U true CN208518137U (en) | 2019-02-19 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589971A (en) * | 2018-07-25 | 2018-09-28 | 哈尔滨工业大学 | A kind of closed-section steel deck combined concrete shear wall connecting node and production method |
| CN112663824A (en) * | 2020-12-15 | 2021-04-16 | 哈尔滨工业大学（深圳） | Assembled spliced corrugated steel plate concrete combined shear wall and manufacturing method thereof |
-
2018
- 2018-07-25 CN CN201821190496.3U patent/CN208518137U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589971A (en) * | 2018-07-25 | 2018-09-28 | 哈尔滨工业大学 | A kind of closed-section steel deck combined concrete shear wall connecting node and production method |
| CN112663824A (en) * | 2020-12-15 | 2021-04-16 | 哈尔滨工业大学（深圳） | Assembled spliced corrugated steel plate concrete combined shear wall and manufacturing method thereof |
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