CN109339292A - A kind of steel composite double steel plate concrete composite shear wall - Google Patents

A kind of steel composite double steel plate concrete composite shear wall Download PDF

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Publication number
CN109339292A
CN109339292A CN201811394859.XA CN201811394859A CN109339292A CN 109339292 A CN109339292 A CN 109339292A CN 201811394859 A CN201811394859 A CN 201811394859A CN 109339292 A CN109339292 A CN 109339292A
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steel
plate
shear wall
steel plate
angle
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尹雄
尹淏
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Architectural Design and Research Institute of Zhejiang University Co Ltd
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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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention belongs to the lateral resistant members of technical field of structural engineering, in particular to a kind of shaped steel combination double steel plate combined concrete shear wall, general configuration are as follows: the lateral edge of two pieces of encased steel plates being oppositely arranged is connected with H profile steel stiffening column, upper edge is connected with H profile steel floor stiff girder, lower edge is connected with bottom diaphragm plate, lateral the steel angle stiffening rib, sole bar angle ribbed stiffener, oblique the steel angle stiffening rib and peg are welded on encased steel plate inner plate surface, it is equipped with batten plate between two pieces of encased steel plates being oppositely arranged, and is filled with interior filling concrete between two pieces of encased steel plates being oppositely arranged.

Description

A kind of shaped steel combination double steel plate combined concrete shear wall
Technical field
The invention belongs to the lateral resistant member of technical field of structural engineering, in particular to a kind of shaped steel combination double steel plate coagulation Local soil type's combination shearing wall is suitably applied the reinforcing or shake of frame-steel plate shear force wall new construction and the built engineering of steel-frame structure After repair.
Background technique
With the continuous development of society, construction business is rapidly developed, and executive information systems are in national model It is continued to bring out like the mushrooms after rain in enclosing.Since double steel plate combined concrete shear wall structure has good anti-seismic performance, energy Concrete shear force wall sectional dimension is enough effectively reduced, therefore is more and more applied.Professional standard " the steel plate shearing in China Wall technology regulation " in (JGJ/T380-2015) the 7th chapters and sections, specially to the general provision of steel plate combined shear wall, bearing capacity meter Calculation, detailing requiments etc. are provided, the design and construction of actual items can be instructed.But the regulation is for steel plate combined shear The regulation of wall is incomplete, not detailed enough for specifying details, and various problems are frequently encountered in the implementation process of actual items, Such as steel plate combined shear wall length it is longer when how to be segmented? steel plate combined shear wall after segmentation is under the action of welding stress Biggish residual deformation can be generated, causes to splice phenomena such as steel plate misplaces, is uneven, influence is beautiful, how is this handled? compare again If batten plate is as the drawknot steel plate between two pieces of encased steel plates, positioned at the depths of steel plate combined shear wall, welding is more difficult, no How is this handled conducive to construction? for another example general floor frame girder steel is receiving vertical load, to be steel beam flange It is parallel to the setting of floor direction, if floor girder steel is also arranged in the floor position of steel plate combined shear wall in this way, with steel plate group Is the double-layer plate connection of combination shearing wall unreasonable, and how this is handled? these problems are asking of really encountering in actual items Topic, there are also other all kinds of problems, restrict the application and development of such steel plate combined shear wall.
In conclusion existing steel plate combined shear wall is in the application of actual items, there is also defects and problem, need Carry out it is perfect, to meet the needs of modern tall and super high-rise building design.
Summary of the invention
The technical problem to be solved in the invention is a kind of fashioned iron proposed for the problems in above-mentioned actual items application Double steel plate combined concrete shear wall is combined, structure is simple, reasonable stress, facilitates processing, by the setting of the steel angle stiffening rib, mentions The lateral stability of high encased steel plate avoids the welding deformation in encased steel plate welding process excessive；Connected by the welding of batten plate It connects, avoids the deformation that encased steel plate generates outside bulge during casting concrete etc.；Inclined stiffener, H profile steel are put more energy into The setting of column and H profile steel floor stiff girder improves the ability that steel plate combined shear wall resists horizontal force, enhances whole consolidate Property.
Shaped steel combination double steel plate combined concrete shear wall of the invention includes two pieces of encased steel plates being oppositely arranged, H-types Steel stiffening column, H profile steel floor stiff girder, bottom diaphragm plate, the steel angle stiffening rib, batten plate, peg and interior filling concrete,
Two pieces of encased steel plates being oppositely arranged are vertically arranged and mutually face face is parallel, and abdomen is located on H profile steel stiffening column It is parallel and connect one to one that two edges of a wing of plate the same side are located at two lateral edges of the same side with two pieces of encased steel plates respectively, H Edges are gone up with two pieces of encased steel plates superposed two respectively in two edges of a wing on fashioned iron floor stiff girder positioned at web the same side It in parallel and connects one to one, two opposite edges are located at two of lower part with two pieces of encased steel plates respectively on the diaphragm plate of bottom Lower edge is parallel and connects one to one, and the region between two pieces of encased steel plates being oppositely arranged is the inside of shear wall,
The steel angle stiffening rib includes that lateral, longitudinal, slanting angle is fixedly connected on relative to the plate face of bottom diaphragm plate Encased steel plate is in the plate face in shear wall, according to the difference of angle, be divided into lateral the steel angle stiffening rib, sole bar angle ribbed stiffener and Oblique the steel angle stiffening rib, each the steel angle stiffening rib are parallel to the plate face of encased steel plate along the length direction of itself, and the steel angle stiffening rib exists Distribution situation in shear wall in the opposite encased steel plate plate face in two sides is mutually symmetrical,
Batten plate is located between two pieces of encased steel plates being oppositely arranged, the both ends of batten plate along its length be respectively fixedly connected in Sole bar angle ribbed stiffener on two pieces of encased steel plate inner plate surfaces being oppositely arranged is additionally provided with direction on encased steel plate inner plate surface and cuts The peg in power portion within the walls,
Several pourings and air hole, two pieces of phases are offered on the web of H profile steel stiffening column and H profile steel floor stiff girder respectively There is interior filling concrete (interior filling coagulation to the area filling between the encased steel plate of setting in addition to the steel angle stiffening rib, batten plate, peg Soil by H profile steel stiffening column and H profile steel floor puts more energy into pouring on web and air hole pour be oppositely arranged in two pieces outside Between steel plated).
As preferred: the edge of a wing of H profile steel stiffening column and the lateral edge of encased steel plate are welded, the edge of a wing of H profile steel floor stiff girder Upper with encased steel plate is welded along welding, the edge of bottom diaphragm plate and the lower edge of encased steel plate；
As preferred: lateral the steel angle stiffening rib, sole bar angle ribbed stiffener and oblique the steel angle stiffening rib are welded in Covered with Angles Plate in the plate face in shear wall,
The setting of these three the steel angle stiffening ribs strengthens the lateral stability of encased steel plate, while being also beneficial to reduce welding Residual deformation under stress guarantees the planarization of encased steel plate；
As preferred: the both ends of batten plate and sole bar angle ribbed stiffener weld, and batten plate can be used the materials such as steel plate or angle steel, sew Plate is set on the outside of sole bar angle ribbed stiffener, and convenient the inside of protruding on the outside of steel plate combined shear wall is welded, due to sewing Plate is only arranged between twice longitudinal stiffener, the inside welding can be protruded into from outside, therefore facilitate construction；
As preferred: on encased steel plate inner plate surface, peg is uniformly distributed between the steel angle stiffening rib, is set to outsourcing Peg on steel plate inner plate surface is extend into concrete, so that concrete and steel plate are closely attached together, improves steel The adhesive property of plate and concrete；
H profile steel floor stiff girder lies low in the top of the shaped steel combination double steel plate combined concrete shear wall, the edge of a wing and outer Steel plated is welded to connect, as preferred: cooperation is welded with several vertical partitions on H profile steel floor stiff girder, and H profile steel floor adds The web of strength beam sequentially passes through the plate face of each partition, upper edge and the H profile steel floor stiff girder top of partition along length direction The edge of a wing flush, the lower edge of partition is flushed with the edge of a wing below H profile steel floor stiff girder, and each partition adds along H profile steel floor The length direction of strength web is uniformly distributed, and the plate face of partition is vertical in line face with the edge of a wing of H profile steel floor stiff girder,
Two H profile steel stiffening columns according to 2~3m pitch requirements, and combine vertically shelve requirement to secondary beam, be set to this Shaped steel combination double steel plate combined concrete shear wall end, the edge of a wing and encased steel plate are welded to connect, between two H profile steel stiffening columns Sole bar angle ribbed stiffener press be no more than two setting, in order to sole bar angle ribbed stiffener batten plate be welded to connect,
Lateral the steel angle stiffening rib horizontal direction is set to the inside of the shaped steel combination double steel plate combined concrete shear wall, spacing 1.0~1.5m is general to consider by a range of floors no more than twice setting；Sole bar angle ribbed stiffener is vertically disposed in this The inside of shaped steel combination double steel plate combined concrete shear wall, 0.5~1.0m of spacing are general by between two H profile steel stiffening columns Consider by twice setting is no more than；Oblique the steel angle stiffening rib is arranged in a crossed manner in the shaped steel combination double steel plate Combined concrete by X-shaped The inside of shear wall, oblique the steel angle stiffening rib can need not to be arranged according to engineering calculation.
After adopting the above structure, structure is simple, reasonable stress, facilitates processing, is substantially able to solve answering for actual items Some defects and problem present in improve the ability that steel plate combined shear wall resists horizontal force, enhance whole steady Solidity.
Detailed description of the invention
Fig. 1 is structural schematic diagram (the positive section view of shaped steel combination double steel plate combined concrete shear wall of the invention Figure)；
Fig. 2 is structural schematic diagram when being not provided with oblique the steel angle stiffening rib on the basis of Fig. 1；
Fig. 3 is the cross-sectional view of 1-1 in Fig. 1 and Fig. 2；
Fig. 4 is the cross-sectional view of 2-2 in Fig. 1 and Fig. 2；
Fig. 5 is the cross-sectional view of 3-3 in Fig. 1 and Fig. 2；
Fig. 6 is the cross-sectional view of 4-4 in Fig. 1 and Fig. 2.
In figure: 1 is encased steel plate, and 2 be H profile steel stiffening column, and 3 be H profile steel floor stiff girder, and 31 put more energy into for H profile steel floor The partition being arranged on beam, 4 be lateral the steel angle stiffening rib, and 5 be sole bar angle ribbed stiffener, and 6 be oblique the steel angle stiffening rib, and 7 be batten plate, 8 be peg, and 9 be bottom diaphragm plate, and 10 be pouring and air hole, and 11 be interior filling concrete.
Specific embodiment
It should be noted that word "upper", "lower" used in description of the invention, "left", "right" refer to that attached drawing is (main Refer to attached drawing 1,2) in direction, word "inner" and "outside" refer respectively to (be primarily referred to as this towards or away from particular elements The shaped steel combination double steel plate combined concrete shear wall of scheme) geometric center direction.These are merely for convenience of describing this hair Bright and simplified description, rather than the device or element of indication or suggestion meaning must have a particular orientation, with specific orientation Construction and operation, therefore be not considered as limiting the invention.
As shown in the picture, shaped steel combination double steel plate combined concrete shear wall of the invention includes two pieces opposite in composition Encased steel plate 1, H profile steel stiffening column 2, H profile steel floor stiff girder 3, bottom diaphragm plate 9, the steel angle stiffening rib, batten plate 7, bolt of setting Nail 8 and interior filling concrete 11,
Two pieces of encased steel plates 1 being oppositely arranged are vertically arranged and mutually face face is parallel, are located on H profile steel stiffening column 2 It is parallel and correspond welding that two edges of a wing of web the same side are located at two lateral edges of the same side with two pieces of encased steel plates 1 respectively It connects, two edges of a wing that web the same side is located on H profile steel floor stiff girder 3 are superposed with two pieces of encased steel plates 1 respectively Along parallel and correspond welded connecting on two, on bottom diaphragm plate 9 two opposite edges respectively with two pieces of encased steel plates 1 Two lower edges positioned at lower part are parallel and correspond welded connecting, and the region between two pieces of encased steel plates 1 being oppositely arranged is The inside of shear wall, cooperation is welded with several vertical partitions 31, the plate face and H-type of each partition 31 on H profile steel floor stiff girder 3 The edge of a wing of steel floor stiff girder 3 is vertical in line face, the web of H profile steel floor stiff girder 3 along length direction successively from respectively every The plate face of plate 31 passes through, and each partition 31 is evenly distributed along the length direction of 3 web of H profile steel floor stiff girder, partition 31 it is upper It is flushed along with the edge of a wing of 3 top of H profile steel floor stiff girder, the lower edge of partition 31 and the edge of a wing of 3 lower section of H profile steel floor stiff girder are neat It is flat,
The steel angle stiffening rib include relative to the plate face of bottom diaphragm plate 9 laterally, longitudinal, slanting angle be welded to connect in Encased steel plate 1, according to the difference of angle, is divided into lateral the steel angle stiffening rib 4, sole bar angle ribbed stiffener in the plate face in shear wall 5 and oblique the steel angle stiffening rib 6, each the steel angle stiffening rib the plate face of encased steel plate 1 is parallel to along the length direction of itself, angle steel is put more energy into Rib is mutually symmetrical in the distribution situation on 1 inner plate surface of encased steel plate that two sides in shear wall is oppositely arranged, three kinds of the steel angle stiffening ribs Setting strengthen the lateral stability of encased steel plate 1, while being also beneficial to reduce the lower residual deformation of welding stress effect, guarantor The plate face planarization of encased steel plate 1 is demonstrate,proved,
Batten plate 7 is located between two pieces of encased steel plates 1 being oppositely arranged, and batten plate 7 uses angle steel material, and batten plate 7 is along length side To both ends the sole bar angle ribbed stiffener 5 being connected on two pieces of 1 inner plate surfaces of the encased steel plate being oppositely arranged, batten plate 7 is respectively welded It is set to the position outside sole bar angle ribbed stiffener 5 and encased steel plate 1, it is convenient that the inside is protruded on the outside of steel plate combined shear wall It is welded, since batten plate 7 is only arranged between twice longitudinal stiffener 5, the inside welding, therefore side can be protruded into from outside Construction,
The peg 8 being directed toward inside shear wall is additionally provided on 1 inner plate surface of encased steel plate, peg 8 is in 1 inner plate surface of encased steel plate On each the steel angle stiffening rib between to be uniformly distributed,
Offered respectively on the web of H profile steel stiffening column 2 and H profile steel floor stiff girder 3 it is several pouring and air hole 10, two Area filling between the encased steel plate 1 that block is oppositely arranged in addition to the steel angle stiffening rib, batten plate 7, peg 8 has interior filling concrete 11, peg 8 is extend into interior filling concrete 11, so that interior filling concrete 11 is closely attached together with encased steel plate 1, is mentioned High encased steel plate 1 and the interior adhesive property for filling concrete 11,
Wherein, the wall overall thickness of above-mentioned shaped steel combination double steel plate combined concrete shear wall and the outermost outsourcing of wall The ratio of 1 thickness of steel plate is not less than 25, is also not more than 100, the thickness of encased steel plate 1 is not less than lOmm；Two H profile steel stiffening columns 2 according to 2~3m line space design, the sole bar angle ribbed stiffener 5 between two H profile steel stiffening columns 2, which is pressed, is no more than two settings, from And convenient for protruding into the welding that the inside carries out batten plate 7 on the outside of steel plate combined shear wall, neighbouring twice transverse direction angle steel adds 4 spacing of strength rib is 1.0~1.5m, general to consider by a range of floors no more than the setting of twice transverse direction the steel angle stiffening rib 4；It is left Right adjacent 5 spacing of twice sole bar angle ribbed stiffener is 0.5~1.0m, presses between general two H profile steel stiffening columns 2 and is no more than two The setting of road sole bar angle ribbed stiffener 5 considers；Oblique the steel angle stiffening rib 6 inside shear wall is arranged in a crossed manner by X-shaped, and oblique angle steel adds Strength rib 6 can also need not to be arranged according to engineering calculation.
The shaped steel combination double steel plate combined concrete shear wall of this programme (refers to me compared to traditional steel plate combined shear wall Steel plate combined shear wall in the 7th chapters and sections of state's professional standard " steel plate shear force wall technical regulation " (JGJ/T380-2015)), rigidity Improving 10%~30%, anti-seismic performance improves 15%~25%, and the adhesive property of steel plate and concrete improves 20%~ 30%.
The specific installation procedure of above-mentioned shaped steel combination double steel plate combined concrete shear wall are as follows:
Firstly, by 6 three kinds of lateral the steel angle stiffening rib 4, sole bar angle ribbed stiffener 5 and oblique the steel angle stiffening rib the steel angle stiffening ribs It is welded with encased steel plate 1, peg 8 and encased steel plate 1 is welded,
Then, the encased steel plate 1 of the steel angle stiffening rib and peg has been welded according to the thickness of steel plate combined shear wall by two pieces It carries out staggered relatively and is welded to connect using batten plate 7,
In next step, 1 two side ends of encased steel plate are welded to connect with H profile steel stiffening column 2, top and H profile steel floor stiff girder 3 It is welded to connect, bottom and bottom diaphragm plate 9 are welded to connect, and the weldering of lining item side can be used in when welding, before welding, partition 31 and are poured And air hole 10 is both needed to welding, cutting is completed.
Above-mentioned processing is both needed to complete in steel construction factory, then transports to erecting bed, it is spelled with other lifting components It connects in succession, finally fills concrete 11 into its internal one-piece casting.

Claims (7)

1.一种型钢组合双钢板混凝土组合剪力墙，其特征在于：所述的剪力墙在构成上包括两块相对设置的外包钢板(1)、H型钢加劲柱(2)、H型钢楼层加劲梁(3)、底部横隔板(9)、角钢加劲肋、缀板(7)、栓钉(8)和內灌混凝土(11)，1. a profile steel combined double steel plate concrete composite shear wall is characterized in that: the described shear wall comprises two oppositely arranged outsourcing steel plates (1), H-shaped steel stiffening columns (2), H-shaped steel floors Stiffening beams (3), bottom diaphragms (9), angle steel stiffeners, trim plates (7), studs (8) and internal concrete (11), 两块相对设置的所述外包钢板(1)均为竖直设置且相互面面平行，所述H型钢加劲柱(2)上位于腹板同一侧的两条翼缘分别与两块所述外包钢板(1)位于同一侧的两条侧沿平行并一一对应连接，所述H型钢楼层加劲梁(3)上位于腹板同一侧的两条翼缘分别与两块所述外包钢板(1)位于上部的两条上沿平行并一一对应连接，所述底部横隔板(9)上相对的两条边沿分别与两块所述外包钢板(1)位于下部的两条下沿平行并一一对应连接，两块相对设置的所述外包钢板(1)之间的区域为所述剪力墙的内部，The two oppositely arranged said outer steel plates (1) are arranged vertically and are parallel to each other, and the two flanges located on the same side of the web on the H-shaped steel stiffening column (2) are respectively connected with the two outer outer plates. The two side edges of the steel plate (1) located on the same side are parallel and connected one-to-one, and the two flanges located on the same side of the web on the H-shaped steel floor stiffening beam (3) are respectively connected with the two outer steel plates (1). ) The two upper edges at the top are parallel and connected one by one, and the two opposite edges on the bottom diaphragm (9) are respectively parallel and parallel with the two lower edges of the two described outer steel plates (1) at the bottom. One-to-one corresponding connection, the area between the two oppositely arranged outer steel plates (1) is the interior of the shear wall, 所述的角钢加劲肋相对于所述底部横隔板(9)的板面以包括横向、纵向、斜向的角度固定连接于所述外包钢板(1)于所述剪力墙内的板面上，根据角度的不同，分为横向角钢加劲肋(4)、纵向角钢加劲肋(5)和斜向角钢加劲肋(6)，各所述的角钢加劲肋沿自身的长度方向平行于所述外包钢板(1)的板面，The angle steel stiffening rib is fixedly connected to the board surface of the outer steel plate (1) in the shear wall at angles including transverse, longitudinal and oblique angles relative to the board surface of the bottom diaphragm (9). According to the different angles, it is divided into transverse angle steel stiffeners (4), longitudinal angle steel stiffeners (5) and oblique angle steel stiffeners (6). The surface of the outer steel plate (1), 所述缀板(7)位于两块相对设置的所述外包钢板(1)之间，所述缀板(7)沿长度方向的两端分别固定连接于两块相对设置的所述外包钢板(1)内板面上的所述纵向角钢加劲肋(5)，所述外包钢板(1)内板面上还设置有指向所述剪力墙内部的所述栓钉(8)，The clasp plate (7) is located between the two oppositely arranged outer covering steel plates (1), and both ends of the cladding plate (7) along the length direction are respectively fixedly connected to the two oppositely arranged outer covering steel plates (1). 1) The longitudinal angle steel stiffening rib (5) on the inner plate surface, the inner plate surface of the outer steel plate (1) is also provided with the stud (8) pointing to the interior of the shear wall, 所述H型钢加劲柱(2)和所述H型钢楼层加劲梁(3)的腹板上分别开设有若干浇灌及透气孔(10)，两块相对设置的所述外包钢板(1)之间除所述角钢加劲肋、所述缀板(7)、所述栓钉(8)以外的区域填充有所述的內灌混凝土(11)。Several irrigation and ventilation holes (10) are respectively opened on the webs of the H-shaped steel stiffening column (2) and the H-shaped steel floor stiffening beam (3), and between the two oppositely arranged outer steel plates (1) The areas other than the angle steel stiffeners, the trim plates (7), and the studs (8) are filled with the inner pouring concrete (11). 2.如权利要求1所述的型钢组合双钢板混凝土组合剪力墙，其特征在于：所述H型钢加劲柱(2)的翼缘与所述外包钢板(1)的侧沿焊接，所述H型钢楼层加劲梁(3)的翼缘与所述外包钢板(1)的上沿焊接，所述底部横隔板(9)的边沿与所述外包钢板(1)的下沿焊接。2. The profiled steel combined double steel plate concrete composite shear wall according to claim 1, characterized in that: the flange of the H-shaped steel stiffening column (2) is welded with the side edge of the outer steel plate (1), and the The flange of the H-shaped steel floor stiffening beam (3) is welded with the upper edge of the outer-clad steel plate (1), and the edge of the bottom diaphragm (9) is welded with the lower edge of the outer-clad steel plate (1). 3.如权利要求1所述的型钢组合双钢板混凝土组合剪力墙，其特征在于：所述横向角钢加劲肋(4)、所述纵向角钢加劲肋(5)和所述斜向角钢加劲肋(6)均焊接于所述外包钢板(1)于所述剪力墙内的板面上。3. The profiled steel combined double steel plate concrete composite shear wall according to claim 1, characterized in that: the transverse angle steel stiffener (4), the longitudinal angle steel stiffener (5) and the oblique angle steel stiffener (6) are welded to the surface of the outer steel plate (1) in the shear wall. 4.如权利要求1所述的型钢组合双钢板混凝土组合剪力墙，其特征在于：所述缀板(7)的两端与所述纵向角钢加劲肋(5)焊接，所述缀板(7)采用钢板或角钢材料。4. The profiled steel combined double steel plate concrete composite shear wall according to claim 1, characterized in that: both ends of the clasp (7) are welded with the longitudinal angle steel stiffener (5), and the clasp (7) is welded with the longitudinal angle steel stiffener (5). 7) Use steel plate or angle steel material. 5.如权利要求1所述的型钢组合双钢板混凝土组合剪力墙，其特征在于：于所述的外包钢板(1)内板面上，所述栓钉(8)在各所述角钢加劲肋之间为均匀分布，所述栓钉(8)伸入到所述的內灌混凝土(11)中。5. The profiled steel combined double steel plate concrete composite shear wall according to claim 1, characterized in that: on the inner surface of the outer steel plate (1), the studs (8) are stiffened on each of the angle steels The ribs are evenly distributed, and the studs (8) protrude into the inner pouring concrete (11). 6.如权利要求1所述的型钢组合双钢板混凝土组合剪力墙，其特征在于：所述的H型钢楼层加劲梁(3)上配合焊接有若干竖直的隔板(31)，所述H型钢楼层加劲梁(3)的腹板沿自身长度方向依次从各所述隔板(31)的板面穿过，所述隔板(31)的上沿与所述H型钢楼层加劲梁(3)上方的翼缘齐平，所述隔板(31)的下沿与所述H型钢楼层加劲梁(3)下方的翼缘齐平。6. The profiled steel composite double-steel-plate concrete composite shear wall according to claim 1, characterized in that: said H-shaped steel floor stiffening beam (3) is matched and welded with a number of vertical partitions (31), said H-shaped steel floor stiffening beam (3) The webs of the H-shaped steel floor stiffening beams (3) pass through the plate surfaces of the respective partitions (31) in sequence along their length direction, and the upper edges of the partitions (31) are connected to the H-shaped steel floor stiffening beams (31). 3) The upper flange is flush, and the lower edge of the partition plate (31) is flush with the flange below the H-shaped steel floor stiffening beam (3). 7.如权利要求6所述的型钢组合双钢板混凝土组合剪力墙，其特征在于：各所述隔板(31)沿所述H型钢楼层加劲梁(3)腹板的长度方向均匀分布，所述隔板(31)的板面与所述H型钢楼层加劲梁(3)的翼缘呈线面垂直。7. The profiled steel composite double steel plate concrete composite shear wall according to claim 6, wherein each said partition plate (31) is evenly distributed along the length direction of the web of said H-shaped steel floor stiffening beam (3), The plate surface of the partition plate (31) is perpendicular to the flange of the H-shaped steel floor stiffening beam (3).
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CN114108883A (en) * 2021-12-29 2022-03-01 浙江大学建筑设计研究院有限公司 Partially-coated steel-concrete combined shear wall assembled member
CN115627861A (en) * 2022-11-28 2023-01-20 福州大学 Bottom strengthening structure and construction method of a built-in steel plate concrete composite shear wall

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