CN215166846U - Wall body steel plate discontinuous steel plate combined shear wall and building - Google Patents
Wall body steel plate discontinuous steel plate combined shear wall and building Download PDFInfo
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- CN215166846U CN215166846U CN202120180556.9U CN202120180556U CN215166846U CN 215166846 U CN215166846 U CN 215166846U CN 202120180556 U CN202120180556 U CN 202120180556U CN 215166846 U CN215166846 U CN 215166846U
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Abstract
The utility model relates to a wall body steel sheet discontinuous steel sheet compound shear wall and building, include: the first hidden column and the second hidden column are arranged side by side at intervals and comprise hidden column inner concrete and hidden column outer wrapping steel plates wrapping the outside of the hidden column inner concrete; and the wall body comprises concrete in the wall body and a wall body steel plate coated outside the concrete in the wall body, the wall body steel plate comprises at least two steel plate unit parts, two ends of the at least two steel plate unit parts are respectively connected with the hidden column outer coating steel plates on two sides into a whole, the at least two steel plate unit parts are arranged side by side along the height direction of the wall body, and a horizontal seam is formed by discontinuously arranging any two adjacent steel plate unit parts. The existence of horizontal joint can be removed welding jobs from, reduces constructor's skill level requirement, and the construction degree of difficulty reduces, and the potential safety risk of high weight down can effectively be eliminated simultaneously.
Description
Technical Field
The utility model relates to a structural engineering technical field especially relates to a wall body steel sheet discontinuous steel sheet compound shear wall and building.
Background
At present, in high-rise or super high-rise buildings, shear walls are indispensable bearing and side-resisting members in the whole building body, and steel plate composite shear walls generally consisting of outer steel plates and inner filled concrete are widely used in the assembly type building industry, and because the shear walls can well play the characteristics of two materials of steel and concrete and can obtain the effect of 1+1 > 2, the shear walls are more and more widely applied.
In engineering practical application, because of the restriction of factors in the aspects of steel plate member production and manufacturing length, transportation, even construction site space and the like, the splicing problem of a steel plate wall is inevitably encountered in engineering construction, and for a solution to the problem, the conventional scheme is that welding splicing is carried out on a construction site, and the scheme has the advantages of direct butt joint of steel plates, good continuity of pipe walls and concise and flat appearance of spliced parts, but also has obvious defects and is mainly shown as follows: firstly, a welding process has special technical requirements on constructors, the constructors need to master a solid welding technology and have considerable experience to ensure the welding quality, in building engineering, particularly in high-rise building construction, a steel plate wall is usually spliced once per floor or spliced once per two floors, so the workload of welding seams needing to be spliced is quite large, and the splicing and welding of vertical members are usually required to reach a first-level welding seam standard, so how to ensure the welding technicians with sufficient qualification and experience and how to ensure that the quality of each welding seam completely reaches the standard is a difficult problem which is not easy to solve all the time, so that greater quality risk exists; secondly, the welding at the construction site is usually the air open welding which is the operation of electrified open fire, so that the weather requirement is high, the difficulty of ensuring the welding quality is high, and the safety risk of the construction operation is high; thirdly, the welding and assembling usually needs additional welding, positioning and fixing of the steel plates and cutting and leveling after the steel plate wall is assembled, so that the workload of electric welding and steel cutting operation can be further increased.
In conclusion, the on-site large-quantity welding has the defects of high quality risk, construction difficulty and safety risk and is labor-consuming and time-consuming.
SUMMERY OF THE UTILITY MODEL
Based on this, it is necessary to provide a wall body steel sheet discontinuous steel sheet composite shear wall and building, and aim at solving the problems of large welding workload, high construction difficulty and safety risk in the prior art.
A wall body steel sheet discontinuous steel sheet compound shear wall, it includes:
the first hidden column and the second hidden column are arranged side by side at intervals, and each of the first hidden column and the second hidden column comprises hidden column inner concrete and a hidden column outer wrapping steel plate wrapping the outside of the hidden column inner concrete; and
wall, the wall includes concrete in the wall to and the cladding is in the wall outside of concrete wall steel sheet, the wall steel sheet includes two piece at least steel sheet unit spares, two at least steel sheet unit spare the both ends of steel sheet unit spare respectively with both sides the dark post outsourcing steel sheet is connected as an organic wholely, and two at least steel sheet unit spare is followed the direction of height of wall arranges side by side, arbitrary adjacent two intermittent type sets up and form the horizontal seam between the steel sheet unit spare, the horizontal seam is located the disconnection or is separated the disconnection behind a plurality of floor corresponding to every floor.
Foretell discontinuous steel sheet of wall body combination shear wall comprises first hidden column, wall and second hidden column, and wherein the wall is connected between first hidden column and second hidden column, and concrete and wall interior concrete are an organic whole in the hidden column, can once pour the shaping integratively, and the construction degree of difficulty is low, and the shaping is of high quality, and the hidden column wraps the steel sheet outward in addition and also is an organic whole with the steel sheet unit spare, and joint strength is high, and the wholeness of shear wall is good. And because the horizontal seam is formed because intermittent setting between arbitrary two adjacent steel sheet unit pieces, and the horizontal seam can correspond every floor, perhaps sets up behind a plurality of floor of interval, consequently the welding construction volume when can reduce wall body steel sheet installation by a wide margin, also promptly because welding operation can be removed from in the existence of horizontal seam, in addition reduce constructor's technical skill level requirement, the construction degree of difficulty reduces, need not constructor high altitude long-time welding operation simultaneously, the potential safety risk of high tenesmus can effectively be eliminated.
In one embodiment, the horizontal seam is a continuous through groove structure, and two ends of the horizontal seam are respectively communicated with the hidden column wrapping steel plates on the left side and the right side.
In one embodiment, the horizontal seam is configured as an intermittent multi-segment groove structure, that is, the horizontal seam includes at least two segments of joining seams which are intermittently connected, and the at least two segments of joining seams are arranged side by side at intervals.
In one embodiment, the horizontal seam is in an intermittent multi-segment groove structure, that is, the horizontal seam comprises at least two segments of connecting seams which are intermittently connected, the at least two segments of connecting seams are arranged at intervals along the width direction of the wall body, and the at least two segments of connecting seams are arranged in a staggered manner in the height direction of the wall body.
In one embodiment, the horizontal seam is arranged opposite to the corresponding floor, or arranged above the corresponding floor, or arranged below the corresponding floor.
In one embodiment, the horizontal slits are arranged in a linear, bent or corrugated configuration.
In one embodiment, the wall body steel plate discontinuous steel plate composite shear wall further comprises a standby plugging mechanism, wherein the standby plugging mechanism is arranged on the steel plate unit pieces and is used for plugging the horizontal seam when needed.
In one embodiment, the standby plugging mechanism comprises a guide rail, a sliding assembly, a plugging shell, a plugging execution body, a first hook body and a second hook body, wherein the guide rail is arranged on one side of the horizontal seam, and the sliding assembly is movably arranged on the guide rail and connected with the plugging shell; the plugging shell comprises a plurality of sections of telescopic and nested unit shell plates, a first hook body is arranged on the unit shell plate at the beginning and fixed with one end of the horizontal seam in a hooking and buckling mode, a second hook body is arranged on the unit shell plate at the tail end and fixed with the other end of the horizontal seam in a hooking and buckling mode, a plugging execution body is arranged on the plugging shell body, the horizontal seam can be covered after the unit shell plates are stretched and unfolded, and the plugging execution body can seal and plug the horizontal seam.
In one embodiment, the wall body steel plate discontinuous steel plate composite shear wall further comprises a driver and a controller, wherein the controller is electrically connected with the driver, and the driver is in driving connection with the unit shell plate.
A building comprising a shear wall of a wall section of discontinuous sheet steel as described above.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification.
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
Fig. 1 is a schematic structural view of a wall body steel plate discontinuous steel plate combined shear wall according to an embodiment of the present invention;
fig. 2 is a schematic structural view of a wall body steel plate discontinuous steel plate combined shear wall according to another embodiment of the present invention;
fig. 3 is a schematic cross-sectional view taken along line a-a in fig. 1.
Description of reference numerals:
10. a first hidden column; 20. a second dark column; 30. concrete in the hidden column; 40. the hidden column is externally wrapped with a steel plate; 50. a wall body; 51. concrete in the wall body; 52. wall body steel plates; 521. a steel plate unit; 60. horizontally sewing; 61. joining the seam.
Detailed Description
In order to make the above objects, features and advantages of the present invention more comprehensible, embodiments of the present invention are described in detail below with reference to the accompanying drawings. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. The present invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein, as those skilled in the art will be able to make similar modifications without departing from the spirit and scope of the present invention.
As shown in fig. 1, a wall body steel plate 52 discontinuous steel plate composite shear wall shown in the embodiment of the present application includes: a first hidden pillar 10, a second hidden pillar 20 and a wall body 50. The steel plate composite shear wall (the abbreviation for the wall steel plate 52 discontinuous steel plate composite shear wall, the same below) plays a vital role as an indispensable bearing member and side-resisting member in the whole construction body.
In this embodiment, the first hidden columns 10 and the second hidden columns 20 are arranged side by side at intervals and are all installed in a vertical plane perpendicular to the ground. The first hidden column 10 and the second hidden column 20 both comprise hidden column inner concrete 30 and a hidden column outer steel plate 40 coated outside the hidden column inner concrete 30; the wall body 50 includes concrete 51 in the wall body, and the cladding is in the wall body 50 outside of concrete wall body steel sheet 52, wall body steel sheet 52 includes two piece at least steel sheet unit pieces 521, two piece at least steel sheet unit piece 521 both ends respectively with both sides the hidden post outsourcing steel sheet 40 is connected as an organic wholely, and two piece at least steel sheet unit pieces 521 are followed the direction of height of wall body 50 arranges side by side, arbitrary adjacent two intermittent type sets up between the steel sheet unit piece 521 and form horizontal seam 60, horizontal seam 60 is corresponding to disconnection of every floor department or disconnection after a plurality of floors of interval.
It can be understood that the hidden column outer wrapping steel plate 40 and the wall body steel plate 52 are connected into a whole in a welding mode, the connection reliability is high, the overall structural strength is high, and the hidden column outer wrapping steel plate has excellent bearing and side resistance.
The technical scheme of the embodiment has the advantages that the wall body steel plate 52 discontinuous steel plate combined shear wall is composed of the first hidden column 10, the wall body 50 and the second hidden column 20, wherein the wall body 50 is connected between the first hidden column 10 and the second hidden column 20, the concrete 30 in the hidden column and the concrete 51 in the wall body are integrally connected, the wall body steel plate 52 discontinuous steel plate combined shear wall can be integrally cast and formed at one time, construction difficulty is low, forming quality is good, the hidden column outer wrapping steel plate 40 and the steel plate unit piece 521 are also integrally connected, connection strength is high, and integrity of the shear wall is good. And because the horizontal joint 60 is formed between any two adjacent steel plate unit pieces 521 because of intermittent arrangement, and the horizontal joint 60 can correspond to each floor, or set up after a plurality of floors apart, consequently can reduce the welding construction volume when wall body steel sheet 52 is installed by a wide margin, also promptly because the existence of horizontal joint 60 can remove welding jobs from, in addition to reduce the requirement for constructor's skill level, the construction degree of difficulty reduces, need not constructor high altitude long-time welding operation simultaneously, the potential safety risk of high tenesmus can effectively be eliminated.
In some embodiments, the horizontal slit 60 is configured as a continuous through-groove structure, and two ends of the horizontal slit 60 are respectively communicated with the concealed pillar outer wrapping steel plates 40 on the left and right sides. The horizontal seam 60 is designed and manufactured into a continuous through groove structure, the forming structure of the horizontal seam 60 is simpler, and the two ends of the horizontal seam 60 are directly communicated with the hidden column externally-wrapped steel plates 40 on the left side and the right side, namely, no connecting part exists, so that the welding construction amount of the steel plate unit element 521 and the hidden column externally-wrapped steel plates 40 is further reduced.
Of course, as an alternative to the above embodiment, the horizontal seam 60 may also be an intermittent multi-segment slot structure, that is, the horizontal seam 60 includes at least two segments of seam joints 61 that are intermittently connected, and the at least two segments of seam joints 61 are arranged side by side at intervals.
The horizontal seam 60 is designed and manufactured to be formed by at least two sections of connecting seams 61 in a discontinuous connection mode, on the basis of meeting the requirements of reducing welding construction amount, improving quality, increasing efficiency and eliminating hidden dangers, two adjacent steel plate unit pieces 521 can be connected into a whole, the whole structural performance of the wall body steel plate 52 is guaranteed, and therefore the steel plate composite shear wall has reliable bearing and side resistance capabilities.
For example, the present application shows an arrangement of five intermittent joints 61 in fig. 2. And the five sections of the joining seams 61 are arranged on the same straight line.
In other embodiments, the horizontal seam 60 is configured as an intermittent multi-segment groove structure, that is, the horizontal seam 60 includes at least two segments of engagement seams 61 that are intermittently connected, at least two segments of the engagement seams 61 are arranged at intervals along the width direction of the wall body 50, and at least two segments of the engagement seams 61 are arranged in a staggered manner in the height direction of the wall body 50.
The difference from the above embodiment is that the segments of seam 61 are not arranged in the same straight line, but are arranged in a staggered manner along the height direction of the wall body 50 in a straight line direction, i.e. a corrugated structure similar to the wave crests and wave troughs is formed. Therefore, certain size error can be allowed to exist in the process of manufacturing the horizontal seam 60, the purpose of reducing welding workload can also be met, meanwhile, the joint seams 61 which are arranged in a staggered mode can form specific pattern arrangement, and the appearance attractiveness of the steel plate composite shear wall can be improved to a certain extent.
According to actual needs, on the basis of allowing a certain range of assembly errors and positioning machining errors of the horizontal seams 60 of the steel plate unit pieces 521, the horizontal seams 60 are arranged opposite to the corresponding floors, or are arranged above the corresponding floors, or are arranged below the corresponding floors.
Preferably, the horizontal slots 60 are horizontally aligned with the corresponding floors.
Further, the horizontal slit 60 is provided in a linear type, a bent type or a corrugated type structure according to actual needs. Therefore, the horizontal seam 60 has various forming structures, meets different construction requirements, and is favorable for enhancing the manufacturability of the steel plate composite shear wall.
In addition, according to the conventional construction process, when the steel plate composite shear wall is manufactured on site, the stud outer cladding steel plate 40 and the wall steel plate 52 are generally spliced to form a necessary wall body shell, and then concrete is poured into a cavity formed inside the wall body shell, so as to form the stud inner concrete 30 and the wall body inner concrete 51. When the concrete material with general fluidity is faced, and the medium particles of the concrete are large, concrete slurry cannot be leaked out from the horizontal joint 60 during pouring; for concrete materials with strong flowing ability and small medium particles, the problem that the horizontal seam 60 leaks the concrete exists. Based on this, on the basis of any one of the above embodiments, the wall body steel plate 52 discontinuous steel plate composite shear wall further comprises a standby plugging mechanism which is arranged on the steel plate unit pieces 521 and is used for plugging the horizontal seam 60 when necessary. Thereby can be in needs shutoff horizontal joint 60, when preventing that the concrete thick liquids from revealing during the pouring, reserve shutoff mechanism can be with horizontal joint 60 quick, reliable shutoff.
Specifically, in some embodiments, the spare plugging mechanism includes a guide rail, a sliding component, a plugging housing, a plugging executing body, a first hook and a second hook, the guide rail is disposed on one side of the horizontal slit 60, and the sliding component is movably disposed on the guide rail and connected with the plugging housing; the plugging shell comprises a plurality of sections of telescopic nested unit shell plates, a first hook body is arranged on the unit shell plate at the beginning and is fixed with one end of the horizontal seam 60 in a hooking and buckling mode, a second hook body is arranged on the unit shell plate at the tail end and can be fixed with the other end of the horizontal seam 60 in a hooking and buckling mode, a plugging execution body is arranged on the plugging shell body, the horizontal seam 60 can be covered after each unit shell plate is stretched and unfolded, and the plugging execution body can seal and plug the horizontal seam 60.
The guide rails play a role in guiding and supporting the reciprocating sliding of the plugging shell, so that the plugging shell can be pre-assembled and fixed on the steel plate unit piece 521. Particularly, the plugging shell is fixed with the inner side wall of the steel plate unit piece 521 through the first hook body and the second hook body in a hooking way, the installation mode is simple, and the connection is reliable and stable. When the standby plugging mechanism is not needed, the multi-section unit shell plates are mutually contracted and nested together, so that the occupied space is small, and the appearance is attractive. When the horizontal seam 60 needs to be plugged, only the unit shell plates at the tail ends (namely the outermost layer) need to be pulled to slide towards one end of the horizontal seam 60, and all the unit shell plates slide and stretch and unfold successively, so that the mutual overlapping area of all the unit shell plates is gradually reduced. Until each unit shell plate is completely stretched and opened to cover the horizontal seam 60, the plugging execution body is stretched and lengthened in the process and completely plugs the horizontal seam 60, so that the horizontal seam 60 is plugged, and the internal concrete slurry cannot leak and flow out of the horizontal seam 60.
It is understood that the plugging execution body can be, but not limited to, rubber, silica gel, etc. with excellent expansion and contraction deformation capability.
Further, in other embodiments, the wall body steel plate 52 and the discontinuous steel plate combined shear wall further comprise a driver and a controller, wherein the controller is electrically connected with the driver, and the driver is in driving connection with the unit shell plate. The constructor operates the controller remotely, the controller can automatically control the driver to start, the driver automatically finishes the traction movement of the unit shell plate, and the purpose that the horizontal seam 60 is sealed by the sealing execution body is achieved. The degree of automation is high, need not the manpower and climbs high operation, can reduce the human cost and eliminate the height and weigh down the potential safety hazard.
In addition, the present application provides a building comprising a shear wall composed of the discontinuous steel plates of the wall body steel plates 52 according to any of the above embodiments.
It is understood that a building may refer to a high-rise or super high-rise prefabricated building.
The technical features of the embodiments described above may be arbitrarily combined, and for the sake of brevity, all possible combinations of the technical features in the embodiments described above are not described, but should be considered as being within the scope of the present specification as long as there is no contradiction between the combinations of the technical features.
The above-mentioned embodiments only represent some embodiments of the present invention, and the description thereof is specific and detailed, but not to be construed as limiting the scope of the present invention. It should be noted that, for those skilled in the art, without departing from the spirit of the present invention, several variations and modifications can be made, which are within the scope of the present invention. Therefore, the protection scope of the present invention should be subject to the appended claims.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", and the like, indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In the present application, unless expressly stated or limited otherwise, the first feature may be directly on or directly under the second feature or indirectly via intermediate members. Also, a first feature "on," "over," and "above" a second feature may be directly or diagonally above the second feature, or may simply indicate that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature may be directly under or obliquely under the first feature, or may simply mean that the first feature is at a lesser elevation than the second feature.
It will be understood that when an element is referred to as being "secured to" or "disposed on" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical," "horizontal," "upper," "lower," "left," "right," and the like as used herein are for illustrative purposes only and do not denote a unique embodiment.
Claims (10)
1. The utility model provides a wall body steel sheet discontinuous steel sheet compound shear wall which characterized in that includes:
the first hidden column and the second hidden column are arranged side by side at intervals, and each of the first hidden column and the second hidden column comprises hidden column inner concrete and a hidden column outer wrapping steel plate wrapping the outside of the hidden column inner concrete; and
wall, the wall includes concrete in the wall to and the cladding is in the wall outside of concrete wall steel sheet, the wall steel sheet includes two piece at least steel sheet unit spares, two at least steel sheet unit spare the both ends of steel sheet unit spare respectively with both sides the dark post outsourcing steel sheet is connected as an organic wholely, and two at least steel sheet unit spare is followed the direction of height of wall arranges side by side, arbitrary adjacent two intermittent type sets up and form the horizontal seam between the steel sheet unit spare, the horizontal seam is located the disconnection or is separated the disconnection behind a plurality of floor corresponding to every floor.
2. The wall body steel plate discontinuous steel plate composite shear wall according to claim 1, wherein the horizontal seam is of a continuous through groove structure, and two ends of the horizontal seam are respectively communicated with the hidden column outer wrapping steel plates on the left side and the right side.
3. The wall body steel plate discontinuous steel plate composite shear wall of claim 1, wherein the horizontal seam is configured as an intermittent multi-segment groove structure, namely the horizontal seam comprises at least two segments of connecting seams which are intermittently connected, and the at least two segments of connecting seams are arranged side by side at intervals.
4. The wall body steel plate discontinuous steel plate composite shear wall according to claim 1, wherein the horizontal seam is of an intermittent multi-segment groove structure, namely the horizontal seam comprises at least two segments of connecting seams which are intermittently connected, the at least two segments of connecting seams are arranged at intervals along the width direction of the wall body, and the at least two segments of connecting seams are arranged in a staggered manner in the height direction of the wall body.
5. A wall body steel plate discontinuous steel plate composite shear wall according to any one of claims 1 to 4, wherein the horizontal seam is arranged opposite to the corresponding floor, or arranged above the corresponding floor, or arranged below the corresponding floor.
6. A wall section steel plate discontinuous steel plate composite shear wall according to any one of claims 1 to 4, wherein the horizontal slits are arranged in a straight, bent or corrugated configuration.
7. The wall body steel plate discontinuous steel plate composite shear wall of any one of claims 1 to 4, further comprising a spare plugging mechanism, wherein the spare plugging mechanism is arranged on the steel plate unit element and is used for plugging the horizontal seam when needed.
8. The wall body steel plate discontinuous steel plate composite shear wall of claim 7, wherein the standby plugging mechanism comprises a guide rail, a sliding assembly, a plugging shell, a plugging execution body, a first hook body and a second hook body, the guide rail is arranged on one side of the horizontal seam, and the sliding assembly is movably arranged on the guide rail and connected with the plugging shell; the plugging shell comprises a plurality of sections of telescopic and nested unit shell plates, a first hook body is arranged on the unit shell plate at the beginning and fixed with one end of the horizontal seam in a hooking and buckling mode, a second hook body is arranged on the unit shell plate at the tail end and fixed with the other end of the horizontal seam in a hooking and buckling mode, a plugging execution body is arranged on the plugging shell body, the horizontal seam can be covered after the unit shell plates are stretched and unfolded, and the plugging execution body can seal and plug the horizontal seam.
9. The wall body steel plate discontinuous steel plate composite shear wall of claim 8, further comprising a driver and a controller, wherein the controller is electrically connected with the driver, and the driver is in driving connection with the unit shell plates.
10. A building comprising a shear wall constructed from a wall section of discrete sheets of steel as claimed in any one of claims 1 to 9.
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| CN202120180556.9U CN215166846U (en) | 2021-01-22 | 2021-01-22 | Wall body steel plate discontinuous steel plate combined shear wall and building |
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| CN202120180556.9U CN215166846U (en) | 2021-01-22 | 2021-01-22 | Wall body steel plate discontinuous steel plate combined shear wall and building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112780010A (en) * | 2021-01-22 | 2021-05-11 | 中交第四航务工程勘察设计院有限公司 | Wall body steel plate discontinuous steel plate combined shear wall and building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112780010A (en) * | 2021-01-22 | 2021-05-11 | 中交第四航务工程勘察设计院有限公司 | Wall body steel plate discontinuous steel plate combined shear wall and building |
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