CN111561073B - High-rise building shear wall barrel overhanging wall cap building structure system - Google Patents
High-rise building shear wall barrel overhanging wall cap building structure system Download PDFInfo
- Publication number
- CN111561073B CN111561073B CN202010479120.XA CN202010479120A CN111561073B CN 111561073 B CN111561073 B CN 111561073B CN 202010479120 A CN202010479120 A CN 202010479120A CN 111561073 B CN111561073 B CN 111561073B
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- wall
- fixed
- cap
- pile foundation
- bottom plate
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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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
Abstract
The invention relates to the technical field of building walls, in particular to a high-rise building shear wall barrel overhanging wall cap building structure system which comprises a pile foundation bearing platform, a shear wall barrel and a plurality of pile foundation columns, wherein a plurality of fixed beam bodies are sleeved on the outer side of each pile foundation column at equal intervals from top to bottom, the front ends of a row of a plurality of fixed beam bodies are connected with a wall cap pouring platform, and the bottom surfaces of the wall cap pouring platform are connected with a plurality of supporting plates. According to the invention, the plurality of equidistant fixed beam bodies are fixed between the pile foundation column and the shear wall cylinder, the supporting plate is fixed on one side of each fixed beam body, the wall cap pouring table is fixed at the front end of each fixed beam body through the bolts, the bottom structure of the wall cap pouring table is propped against the supporting plate, so that the cement concrete can be poured to form the wall cap structure, the construction is convenient and accurate, the whole weight of the wall cap is shared by the pile foundation column and the shear wall cylinder, and the safety of the structure is ensured.
Description
Technical Field
The invention relates to the technical field of building walls, in particular to a high-rise building shear wall barrel overhanging wall cap building structure system.
Background
The shear wall cylinder structure is a cylinder body which is formed by concentrating a shear wall into the interior of a house and is closed in space. The shear walls on the periphery are enclosed to form a vertical thin-wall cylinder and the pile foundation columns form a frame cylinder with a vertical box-shaped section, so that the whole body is formed and the wind load is resisted integrally. Such a building structure is often used in services or office places such as hotels and shopping malls, and in order to make the building conspicuous, a building developer likes to pour a wall cap above a main door for designing a shape so as to facilitate publicity. Most of the existing shear wall cylinders and pile foundation columns are directly cast and integrally formed through cross beams. When the wall cap is poured, holes are drilled in the pile foundation column or the shear wall cylinder body, so that the pouring template is fixed, inaccuracy of measurement hole positions is prone to occurring, local strength of the pile foundation column and the shear wall cylinder body is affected, and construction is troublesome and difficult. In view of this, we propose a high-rise building shear wall barrel overhanging wall cap building structure system.
Disclosure of Invention
The invention aims to provide a high-rise building shear wall cylinder overhanging wall cap building structure system to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme:
a high-rise building shear wall barrel overhanging wall cap building structure system comprises a pile foundation bearing platform and a shear wall barrel cast integrally at the center of the top surface of the pile foundation bearing platform, a plurality of pile foundation columns are poured on the top surface of the pile foundation cap and positioned on the outer side of the shear wall cylinder body at equal intervals, a plurality of fixed beam bodies are sleeved on the outer side of each pile foundation column at equal intervals from top to bottom, the fixed beam body comprises an upper sleeve frame and a lower sleeve frame positioned right below the upper sleeve frame, the rear end of the upper sleeve frame is symmetrically welded with a flat beam, the rear end of the lower sleeve frame is symmetrically welded with an inclined pull beam which inclines upwards, the inclined pull beam is welded with the middle section of the bottom surface of the flat beam, the rear end welding of flat roof beam has the sealing, the bottom medial surface welding of sealing has pours the piece, the outer end of pouring the piece also has welded the sealing, two the internal interval of sealing with the thickness of shear force wall barrel equals.
Preferably, the upper sleeve frame and the lower sleeve frame are in sleeved fit with the pile foundation column, fixing holes are formed in the centers of the front side faces and the centers of the two side faces of the upper sleeve frame and the lower sleeve frame, and threads are arranged on the inner sides of the fixing holes.
Preferably, the pouring block is arranged inside the shear wall cylinder, a plurality of through holes are formed in the top surface of the pouring block in a matrix mode, a plurality of reinforcing steel bars are arranged inside the shear wall cylinder, and the through holes are in splicing fit with the reinforcing steel bars.
Preferably, the front end of one row of the fixed beams is connected with a wall cap pouring table, the wall cap pouring table comprises a rear enclosing plate connected with the fixed beams, a plurality of symmetrically distributed fixed blocks are welded on the rear end face of the rear enclosing plate, two adjacent fixed blocks are in clamping fit with the upper sleeve frame, the center of the side face of each fixed block is provided with a limiting hole, and the limiting hole is fixedly connected with the fixed holes on the two side faces through bolts.
Preferably, the corners of the front side of the back panel are provided with threaded holes, the front side of the back panel is provided with a positioning hole in the middle of two adjacent fixing blocks, and the positioning hole is fixedly connected with the fixing hole in the front side through a bolt.
Preferably, two ends of the front side of the rear enclosing plate are connected with side plates through bolts, the front end of each side plate is connected with a front enclosing plate through bolts, a left bottom plate, a plurality of connecting plates and a right bottom plate are sequentially arranged at the bottom of the wall cap pouring table from left to right, a slot is formed in one side face of the left bottom plate, an inserting strip is integrally formed in one side face of the right bottom plate, slots and inserting strips are respectively arranged on two side faces of the connecting plates, the left bottom plate and the connecting plates are matched through the insertion strips on one sides of the left bottom plate and the connecting plates in an inserting mode, and the connecting plates and the right bottom plate are matched through the insertion strips on one sides of the connecting plates and the inserting strips on one sides of the connecting plates in an inserting mode.
Preferably, the bottom surface of the wall cap pouring table and the front side of the lower sleeve frame are connected with a plurality of supporting plates, the supporting plates at the left end and the right end of the wall cap pouring table are respectively positioned at the center positions of the bottom surfaces of the left bottom plate and the right bottom plate, and the supporting plates in the middle of the wall cap pouring table are positioned at the center positions of the bottom surfaces of the connecting plates corresponding to the supporting plates.
Preferably, the bottom surface of the supporting plate is symmetrically welded with downward-inclined supporting beams, the bottom end of each supporting beam is vertically welded with a concave-shaped fixing frame, the fixing frames are in clamping fit with the lower sleeve frame, the centers of the front side surface and the two side surfaces of each fixing frame are provided with connecting holes, and the connecting holes are fixedly connected with the fixing holes in the outer side surface of the lower sleeve frame through bolts.
Compared with the prior art, the invention has the beneficial effects that:
according to the invention, the fixed beam body is used for replacing the cross beam, one end of the fixed beam body is in sleeve fit with the pile foundation column, the other end of the fixed beam body is integrally cast with the shear wall cylinder body for fixing, the upper sleeve frame of the fixed beam body can fix the peripheral structure of the wall cap casting table through bolts, the lower sleeve frame of the fixed beam body can fix the supporting plate through bolts for supporting the bottom structure of the wall cap casting table, so that the wall cap casting table forms an internal space for placing an iron cage woven by steel bars, and cement concrete is cast to form the wall cap structure.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a partial schematic view of the present invention;
FIG. 3 is a schematic view of a fixed beam structure according to the present invention;
FIG. 4 is a schematic view of a pallet structure according to the present invention;
FIG. 5 is a schematic view of the assembly structure of the fixed beam body and the wall cap casting platform of the present invention;
FIG. 6 is a schematic view of the mounting structure of the fixed beam, back panel and support plate of the present invention;
FIG. 7 is a schematic view of an assembly structure of the wall cap casting platform of the present invention;
fig. 8 is an exploded assembly view of the left base plate, the connecting plate and the right base plate of the present invention.
The meaning of the individual reference symbols in the figures is:
1. pile foundation bearing platforms; 10. inserting a ground pile; 2. a shear wall cylinder; 3. reinforcing steel bars; 4. pile foundation columns; 5. fixing the beam body; 50. sleeving a frame; 51. a lower sleeve frame; 52. a fixing hole; 53. a flat beam; 54. obliquely pulling the beam; 55. sealing blocks; 56. pouring blocks; 57. a through hole; 6. a wall cap pouring platform; 60. a back panel; 600. a threaded hole; 601. positioning holes; 61. a fixed block; 610. a limiting hole; 62. a side plate; 63. a dash panel; 64. a left bottom plate; 640. a slot; 65. a right base plate; 650. cutting; 66. a connecting plate; 7. a support plate; 70. a support beam; 71. a fixing frame; 72. and connecting the holes.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
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", and the like, indicate orientations and positional relationships based on those shown in the drawings, and are used only for convenience of description and simplicity of description, and do not indicate or imply that the equipment or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be considered as limiting the present invention.
Referring to fig. 1 to 8, the present invention provides a technical solution:
the utility model provides an overhanging wall cap building structure system of high-rise building shear force wall barrel, pours integrative shear force wall barrel 2 including pile foundation cushion cap 1 and top surface center, and pile foundation pile 4 has been pour to the top surface of pile foundation cushion cap 1 and the outside equidistance that is located shear force wall barrel 2, and pile foundation cushion cap 1's inside is equipped with inserts underground ground stake 10 of inserting for pile foundation cushion cap 1 is firm and can bear the weight of shear force wall barrel 2 and pile foundation pile 4. Pile foundation cushion cap 1, shear force wall barrel 2 and pile foundation post 4 all form concrete steel structure through the reinforcing bar pouring, make its each structure whole firm complete. The outside of every pile foundation 4 is from last to equidistant cover down is equipped with a plurality of fixed beam bodies 5, and fixed beam body 5 includes upper cover frame 50 and is located its lower cover frame 51 directly below. The rear end of the upper sleeve frame 50 is symmetrically welded with a flat beam 53, and the flat beam 53 is vertically arranged, so that the bearing pressure of the flat beam is increased. The rear end symmetrical welding of lower cover frame 51 has the oblique pull beam 54 that is the tilt up, and oblique pull beam 54 welds with the bottom surface interlude of flat beam 53 for go up cover frame 50, lower cover frame 51 box pile foundation post 4 and form the trend of triangle-shaped, according to triangular stability, enable fixed roof beam body 5 and pile foundation post 4 and be connected firmly. The rear end welding of flat beam 53 has a sealing block 55, and the welding of the bottom medial surface of sealing block 55 has a piece of pouring 56, and the outer end of pouring 56 also has a sealing block 55, and the internal separation of two sealing blocks 55 equals with the thickness of shear force wall barrel 2, need draw close and leave the space with the plank when pouring of shear force wall barrel 2 for pour cement, sealing block 55 alright flush with the plank, make the plank place convenient. The pouring blocks 56 are placed on the top surface of the shear wall cylinder 2 of each floor and are integrally connected with the shear wall cylinder 2 as the height of the shear wall cylinder 2 increases, so that the rear end of the fixed beam body 5 is reinforced, and the joint of the shear wall cylinder 2 and the pile foundation column 4 is integrally and jointly bears wind power.
Further, the upper sleeve frame 50 and the lower sleeve frame 51 are matched with the pile foundation column 4 in a sleeved mode, the centers of the front side face and the two side faces of the upper sleeve frame 50 and the lower sleeve frame 51 are provided with fixing holes 52, and threads are arranged on the inner sides of the fixing holes 52 and used for connecting bolts.
Specifically, pour piece 56 and arrange the inside of shear wall barrel 2 in, pour the top surface of piece 56 and be the matrix and seted up a plurality of through-holes 57, the inside of shear wall barrel 2 is provided with a plurality of reinforcing bars 3, through-hole 57 and the cooperation of pegging graft of reinforcing bar 3 for pour piece 56 and shear wall barrel 2 and connect into whole, be reinforced concrete promptly, its structure is firm and wall structure commonly used at present. Thereby making the rear end of the fixing beam 5 more stable to bear the weight of the wall cap.
Furthermore, the front end of one row of the plurality of fixed beam bodies 5 is connected with a wall cap pouring table 6 for placing a reinforcement cage made of the reinforcements 3 and pouring cement concrete so as to form a wall cap structure extending outwards. The wall cap pouring table 6 comprises a rear enclosing plate 60 connected with the fixed beam body 5, a plurality of fixing blocks 61 which are symmetrically distributed are welded on the rear end face of the rear enclosing plate 60, two adjacent fixing blocks 61 are in clamping fit with the upper sleeve frame 50, a limiting hole 610 is formed in the center of the side face of each fixing block 61, and the limiting hole 610 is fixedly connected with the fixing holes 52 of the two side faces through bolts, so that the rear enclosing plate 60 is quickly fixed on the front side of the fixed beam body 5.
Specifically, threaded holes 600 are formed in corners of the front side face of the back panel 60, a positioning hole 601 is formed in the front side face of the back panel 60 and located in the middle of the two adjacent fixing blocks 61, and the positioning hole 601 is fixedly connected with the fixing hole 52 of the front side face through a bolt, so that the back panel 60 is further reinforced.
In addition, there are side plates 62 at the front ends of the back panel 60 through bolts, and concave holes with internal threads are formed at the two ends of each side plate 62, so that bolt connection is facilitated. The front end of curb plate 62 has preceding bounding wall 63 through bolted connection, and the leading flank corner of preceding bounding wall 63 also all sets up screw hole 600, the bolted connection of being convenient for. The bottom of the wall cap pouring table 6 is sequentially provided with a left bottom plate 64, a plurality of connecting plates 66 and a right bottom plate 65 from left to right, so that a space is formed inside the wall cap pouring table 6 and is used for pouring cement concrete to form a wall cap integral structure. A slot 640 is formed in one side surface of the left bottom plate 64, an inserting strip 650 is integrally formed in one side surface of the right bottom plate 65, slots 640 and inserting strips 650 with the same structure are respectively formed in two side surfaces of the connecting plate 66, the left bottom plate 64 and the connecting plate 66 are connected and matched with the inserting strip 650 on one side of the left bottom plate 64 and the connecting plate 66 through the slot 640 on one side of the left bottom plate 64 and the inserting strip 650 on one side of the right bottom plate 65, and the connecting plate 66 and the right bottom plate 65 are connected and matched with each other through the slot 640 on one side of the connecting plate 66 and the inserting strip 650 on one side of the right bottom plate 65.
Further, the bottom surface of the wall cap casting platform 6 and the front side of the lower sleeve frame 51 are connected with a plurality of support plates 7 for correspondingly supporting a left bottom plate 64, a plurality of connecting plates 66 and a right bottom plate 65. The support plates 7 positioned at the left and right ends of the wall cap pouring platform 6 are respectively positioned at the center positions of the bottom surfaces of the left bottom plate 64 and the right bottom plate 65. The support plates 7 positioned in the middle of the wall cap pouring table 6 are positioned at the center of the bottom surfaces of the connecting plates 66 corresponding to the support plates.
Specifically, the bottom surface symmetrical welding of layer board 7 has a supporting beam 70 that is the downward sloping, the vertical welding in bottom of supporting beam 70 has a fixed frame 71 that is the type of calligraphy, fixed frame 71 and the cooperation of lower cover frame 51 joint, connecting hole 72 has all been seted up at fixed frame 71's leading flank and both sides face center, the connecting hole 72 of every side corresponds through bolt fixed connection with the fixed orifices 52 of lower cover frame 51 lateral surface for layer board 7 is firm on lower cover frame 51, props up the bottom structure that the wall cap poured platform 6.
The method for casting the overhanging wall cap of the shear wall cylinder comprises the following specific steps:
the method comprises the following steps: after the shear wall cylinder 2 and the pile foundation column 4 at each floor height are poured, the upper sleeve frame 50 and the lower sleeve frame 51 of the fixed beam body 5 are sleeved on the pile foundation column 4, the pouring block 56 is placed on the top surface of the shear wall cylinder 2, the steel bars 3 protruding from the shear wall cylinder 2 correspondingly penetrate through the through holes 57, and then the pouring is continued until the height of a floor reaches the top.
Step two: according to the height of demand, a row of fixed beam bodies 5 are selected, the back plate 60 is fixed on the upper sleeve frame 50 through bolts, the two side plates 62 are fixed at two ends of the front side face of the back plate 60 through bolts, and the front plate 63 is fixed at the front ends of the two side plates 62 through bolts.
Step three: fixing a fixing frame 71 on a lower sleeve frame 51 through a bolt by a supporting plate 7, inserting a left bottom plate 64, a plurality of connecting plates 66 and a right bottom plate 65 into each other, placing the left bottom plate 64, the plurality of connecting plates 66 and the right bottom plate 65 on the supporting plate 7, welding contact seams of the left bottom plate 64, the plurality of connecting plates 66 and the right bottom plate 65 with a back panel 60, side panels 62 and a front panel 63, finally placing a manufactured steel bar 3 iron cage into a space surrounded by a wall cap pouring table 6, and pouring cement concrete to enable the inner space of the wall cap pouring table 6 to form a wall cap structure.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, and the preferred embodiments of the present invention are described in the above embodiments and the description, and are not intended to limit the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (4)
1. The utility model provides an overhanging wall cap building structure system of high-rise building shear force wall barrel, pours integrative shear force wall barrel (2) including pile foundation cushion cap (1) and top surface center, the top surface of pile foundation cushion cap (1) just is located a plurality of pile foundation columns (4), its characterized in that have been pour to the outside equidistant of shear force wall barrel (2): the outer side of each pile foundation column (4) is provided with a plurality of fixed beam bodies (5) in a sleeved mode from top to bottom at equal intervals, each fixed beam body (5) comprises an upper sleeve frame (50) and a lower sleeve frame (51) located right below the upper sleeve frame, flat beams (53) are symmetrically welded to the rear ends of the upper sleeve frames (50), inclined pull beams (54) which are inclined upwards are symmetrically welded to the rear ends of the lower sleeve frames (51), the inclined pull beams (54) are welded to the middle sections of the bottom surfaces of the flat beams (53), sealing blocks (55) are welded to the rear ends of the flat beams (53), pouring blocks (56) are welded to the inner side surfaces of the bottom ends of the sealing blocks (55), sealing blocks (55) are also welded to the outer ends of the pouring blocks (56), and the inner intervals of the two sealing blocks (55) are equal to the thickness of the shear wall barrel body (2);
the upper sleeve frame (50) and the lower sleeve frame (51) are matched with the pile foundation column (4) in a sleeved mode, fixing holes (52) are formed in the centers of the front side faces and the centers of the two side faces of the upper sleeve frame (50) and the lower sleeve frame (51), and threads are arranged on the inner sides of the fixing holes (52);
the front end of one row of the fixed beam bodies (5) is connected with a wall cap pouring table (6), the wall cap pouring table (6) comprises a rear enclosing plate (60) connected with the fixed beam bodies (5), a plurality of fixed blocks (61) which are symmetrically distributed are welded on the rear end face of the rear enclosing plate (60), two adjacent fixed blocks (61) are in clamping fit with the upper sleeve frame (50), the center of the side face of each fixed block (61) is provided with a limiting hole (610), and the limiting holes (610) are fixedly connected with the fixed holes (52) on the two side faces through bolts;
threaded holes (600) are formed in the corners of the front side face of the rear enclosing plate (60), a positioning hole (601) is formed in the front side face of the rear enclosing plate (60) and located in the middle of two adjacent fixing blocks (61), and the positioning hole (601) is fixedly connected with the fixing hole (52) in the front side face through a bolt;
two ends of the front side of the back panel (60) are connected with side panels (62) through bolts, the front ends of the side panels (62) are connected with a front panel (63) through bolts, the bottom of the wall cap pouring table (6) is sequentially provided with a left bottom plate (64), a plurality of connecting plates (66) and a right bottom plate (65) from left to right, a slot (640) is arranged on one side surface of the left bottom plate (64), an inserting strip (650) is integrally formed on one side surface of the right bottom plate (65), two side surfaces of the connecting plate (66) are respectively provided with a slot (640) and an inserting strip (650), the left bottom plate (64) is matched with the connecting plate (66) through the insertion of a slot (640) at one side and an insertion strip (650) at one side, the connecting plate (66) is matched with the right bottom plate (65) through the insertion groove (640) on one side of the right bottom plate and the insertion strip (650) on one side of the right bottom plate in an insertion mode.
2. The high-rise building shear wall cylinder overhanging wall cap building structure system of claim 1, wherein: pour piece (56) and arrange in the inside of shear force wall barrel (2), the top surface of pouring piece (56) is the matrix and has seted up a plurality of through-holes (57), the inside of shear force wall barrel (2) is provided with a plurality of reinforcing bars (3), the through-hole is pegged graft with reinforcing bar (3) and is cooperated.
3. The high-rise building shear wall cylinder overhanging wall cap building structure system of claim 1, wherein: the bottom surface of platform (6) is pour to the wall cap and is located the front side of lower cover frame (51) is connected with a plurality of layer boards (7), is located platform (6) is pour to the wall cap left and right sides both ends department layer board (7) are located respectively left side bottom plate (64) with the bottom surface central point of right side bottom plate (65) puts, is located a plurality of platform (6) is pour to the wall cap middle department layer board (7) are located rather than a plurality of rather than corresponding the bottom surface central point of connecting plate (66) puts.
4. The high-rise building shear wall cylinder overhanging wall cap building structure system of claim 3, wherein: the bottom surface symmetrical welding of layer board (7) has supporting beam (70) that is the downward sloping, the vertical welding in bottom of supporting beam (70) has fixed frame (71) that is concave type, fixed frame (71) with lower cover frame (51) joint cooperation, connecting hole (72) have all been seted up at the leading flank and the both sides face center of fixed frame (71), connecting hole (72) with fixed orifices (52) of lower cover frame (51) lateral surface pass through bolt fixed connection.
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| CN202010479120.XA CN111561073B (en) | 2020-05-29 | 2020-05-29 | High-rise building shear wall barrel overhanging wall cap building structure system |
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| CN202010479120.XA CN111561073B (en) | 2020-05-29 | 2020-05-29 | High-rise building shear wall barrel overhanging wall cap building structure system |
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| WO2010014192A1 (en) * | 2008-07-29 | 2010-02-04 | Dennis Leblang | A building construction for forming columns and beams within a wall mold |
| CN103422568B (en) * | 2013-08-23 | 2014-07-02 | 广东省建筑设计研究院 | Overhanging wall cap building structure system for shear wall barrel of high-rise building |
| CN204531361U (en) * | 2015-04-24 | 2015-08-05 | 中国五冶集团有限公司 | Guarantee the removable triangular support bracket of horizontal support |
| CN205669255U (en) * | 2016-06-13 | 2016-11-02 | 姚攀峰 | A kind of industrialization preprocessing regenerative structural system |
| CA3093165A1 (en) * | 2018-03-09 | 2019-09-12 | Cetres Holdings, Llc | Reinforced stud-framed wall |
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