CN208347003U - Fabricated shear wall body - Google Patents

Fabricated shear wall body Download PDF

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Publication number
CN208347003U
CN208347003U CN201820904353.8U CN201820904353U CN208347003U CN 208347003 U CN208347003 U CN 208347003U CN 201820904353 U CN201820904353 U CN 201820904353U CN 208347003 U CN208347003 U CN 208347003U
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China
Prior art keywords
shear wall
energy
built
fitting
consuming parts
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CN201820904353.8U
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Chinese (zh)
Inventor
王增涛
袁泉
李常乐
贾英杰
常鹏
彭雄
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Mindray (beijing) Shock Housing Technology Co Ltd
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Mindray (beijing) Shock Housing Technology Co Ltd
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Abstract

This application provides a kind of fabricated shear wall bodies comprising wall element, adjustable connector and energy-consuming parts, the wall element include shear wall and the first built-in fitting, and one end of the short transverse of the shear wall is arranged in first built-in fitting;The adjustable connector is connected to one end far from first built-in fitting of the shear wall;The energy-consuming parts are detachably connected with the adjustable connector, and the side on the coupled wall element far from first built-in fitting extends.The application realizes the connection of wall element by can adjust connector and energy-consuming parts, it is easy to connect, it is easily changed, the installation space of energy-consuming parts is adjusted by can adjust connector, to compensate the matching problem as caused by mismachining tolerance, guarantee that energy-consuming parts have higher adaptability and connection reliability, yield deformation energy consumption can occur for energy-consuming parts under geological process, control the appearance position of earthquake.

Description

Fabricated shear wall body
Technical field
This application involves prefabricated house construction applications more particularly to a kind of fabricated shear wall bodies.
Background technique
Shear wall structure has good overall performance and lateral resistance, is able to bear biggish vertical load and horizontal load Lotus becomes first of anti-vibration defense lines in skyscraper, and shear wall structure does not have the exposed of the components such as beam column or protrusion, just It arranges, therefore is able to commonly used inside room.
Since shear wall overall stiffness is larger and ductility is poor, being easy to produce stress under geological process gathers, and makes to shear Wall, which is in complicated applied force state that is curved, cutting, turn round while acting on, influences the antidetonation of shear wall structure so that brittle break easily occur Performance.
The prior art mainly pass through in the structure be added have certain energy dissipation capacity damper, by damper generate compared with Energy consumption is concentrated in large deformation, and this structure is remarkably improved the anti-seismic performance of shear wall structure, but installs inconvenience, and damper Energy consumption causes to be not easy to replace after damage.
Utility model content
This application provides a kind of fabricated shear wall body, the anti-seismic performance of shear wall can be significantly improved, and is installed It is convenient, it is easily changed after energy-consuming parts damage.
This application provides a kind of fabricated shear wall bodies comprising:
The height of the shear wall is arranged in wall element, including shear wall and the first built-in fitting, first built-in fitting The one end in direction;
Adjustable connector is connected to one end far from first built-in fitting of the shear wall;
Energy-consuming parts are detachably connected with the adjustable connector, and remote on the coupled wall element Side from first built-in fitting extends.
Optionally, fabricated shear wall body provided by the present application includes multiple wall elements, multiple wall element edges The short transverse setting;In two adjacent wall elements, a wall element passes through the adjustable connection Part connects first built-in fitting of another adjacent wall element with the energy-consuming parts.
Optionally, the energy-consuming parts include Wasted-energy steel plate, and the Wasted-energy steel plate is along the both ends of the short transverse of the shear wall It is respectively equipped with end plate, the energy-consuming parts are connect by an end plate with the adjustable connector;By another institute End plate is stated to connect with first built-in fitting.
Optionally, the Wasted-energy steel plate is equipped with multiple bar shaped notches, the extending direction and the shearing of the bar shaped notch The short transverse of wall is consistent.
Optionally, the Wasted-energy steel plate is respectively equipped with side plate, each side plate along the both ends of the transverse direction of the shear wall Two end plates are separately connected along the both ends of the short transverse of the shear wall;The transverse direction and the short transverse are hung down Directly.
Optionally, the wall element further includes the second built-in fitting, and second built-in fitting is connected to the shear wall One end far from first built-in fitting, the adjustable connector are connect by second built-in fitting with the shear wall.
Optionally, the adjustable connector include slidable adjustment part interconnected and energy consumption coupling part, it is described Slidable adjustment part can at least move along the short transverse of the shear wall and lock with the shear wall, the energy consumption connection Part connects the energy-consuming parts.
Optionally, the slidable adjustment part includes connecting lateral plate, and the connecting lateral plate is equipped with welding notch, the company Side plate is connect to be moved to predetermined position along the short transverse of the shear wall and be welded and fixed by the welding notch.
Optionally, the energy consumption coupling part includes two edges of a wing and web, and two edges of a wing are connected to the web Along the both ends of the short transverse of shear wall, one of them described edge of a wing connects the slidable adjustment part, another described edge of a wing Connect the energy-consuming parts.
Optionally, the two sides of the web are respectively equipped with floor, the floor along the shear wall short transverse two End is separately connected two edges of a wing.
Technical solution provided by the present application can achieve it is following the utility model has the advantages that
Fabricated shear wall body provided by the present application realizes the company of wall element by can adjust connector and energy-consuming parts It connects, it is easy to connect, it is easily changed;Since adjustable connector can be slided and be locked along shear wall, in assembly, pass through sliding Adjustable connector is adjusted, the installation space of energy-consuming parts can be adjusted, with compensation since mismachining tolerance or rigging error cause Matching problem, guarantee energy-consuming parts have higher adaptability and connection reliability;Energy-consuming parts have under normal use There is certain lateral rigidity, and be in elastic stage, yield deformation energy consumption can occur under geological process, control the appearance of earthquake Position.
It should be understood that the above general description and the following detailed description are merely exemplary, this can not be limited Application.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of fabricated shear wall body provided by the embodiment of the present application;
Fig. 2 is the partial structure diagram of fabricated shear wall provided by Fig. 1;
Fig. 3 is the attachment structure schematic diagram of wall element and precast floor slab layer provided by the embodiment of the present application;
Fig. 4 is the structural schematic diagram of one end of wall element provided by the embodiment of the present application;
Fig. 5 is the structural schematic diagram of the other end of wall element provided by the embodiment of the present application;
Fig. 6 is the structural schematic diagram that can adjust connector provided by the embodiment of the present application;
Fig. 7 is the structural schematic diagram of energy-consuming parts provided by the embodiment of the present application.
Appended drawing reference:
1- wall element;
11- shear wall;
111- mounting groove;
The first built-in fitting of 12-;
The second built-in fitting of 13-;
2- can adjust connector;
21- slidable adjustment part;
211- connecting lateral plate;
2111- welds notch;
22- energy consumption coupling part;
The edge of a wing 221-;
222- web;
223- floor;
3- energy-consuming parts;
31- Wasted-energy steel plate;
311- bar shaped notch;
32- end plate;
321- connection through-hole;
33- side plate;
34- side rib plate;
4- floor;
5- glide lamella;
6- protective layer.
The drawings herein are incorporated into the specification and forms part of this specification, and shows the implementation for meeting the application Example, and together with specification it is used to explain the principle of the application.
Specific embodiment
The application is described in further detail below by specific embodiment and in conjunction with attached drawing.
It should be noted that " short transverse " described in the embodiment of the present application refers to the direction of wall connecting, i.e. wall Vertical direction after installation;" transverse direction " refers to the extending direction of the wall vertical with short transverse, and " thickness direction " refers to The thickness direction of wall, thickness direction can be vertical with short transverse, transverse direction.Above-mentioned all directions are only to facilitate retouch It states, should not be construed as the restriction to the embodiment of the present application.
As shown in Fig. 1-Fig. 7, this application provides a kind of fabricated shear wall bodies comprising wall element 1, adjustable company Fitting 2 and energy-consuming parts 3, can be by adjustable connector 2 and energy-consuming parts 3 are realized between multiple wall elements 1 or wall The connection on the basis such as body unit 1 and ground, it is easy to connect, it is easily changed.As shown in figure 4, wall element 1 includes 11 He of shear wall One end of the short transverse of shear wall 11, the short transverse and shear wall 11 is arranged in first built-in fitting 12, the first built-in fitting 12 Thickness direction it is vertical;Adjustable connector 2 is connected to the one end of shear wall 11 far from the first built-in fitting 12, for adjusting energy consumption The installation space of component 3 guarantees that energy-consuming parts have more to compensate the matching problem as caused by mismachining tolerance or rigging error High adaptability and connection reliability;Energy-consuming parts 3 are detachably connected with adjustable connector 2, and to coupled wall Side on unit 1 far from the first built-in fitting 12 extends, and wall element 1 is connected to corresponding installation by the energy-consuming parts 3 Position, to realize that the installation of wall element 1 is fixed, which can be any position for needing to install wall element 1, Such as another adjacent wall element 1 that basis on the ground is set or is connected with the wall element 1, normal use situation Lower energy-consuming parts 3 have certain lateral rigidity, and yield deformation can occur to realize in earthquake in elastic stage Energy consumption, controls the appearance position of earthquake.Further, it can be set mounting groove 111 (as shown in Figure 5), install on shear wall 11 One end far from the first built-in fitting 12 of shear wall 11 is arranged in slot 111, which can be set into through-thickness and wear The through slot or notch of saturating shear wall 11, can adjust connector 2 and energy-consuming parts 3 are arranged in mounting groove 111, and mounting groove 111 is remote Side from the first built-in fitting 12 is open, and the arrangement of convenient adjustable connector 2 and energy-consuming parts 3 reduces to shear wall 11 On the other hand appearance effects can adjust connector 2 and energy-consuming parts 3 instead of original concrete structure at mounting groove 111, Reduce the rigidity of shear wall 11, improves the anti-seismic performance of shear wall 11.It is understood that the mounting groove 111 also can be set There is the groove for not penetrating shear wall 11 of certain depth at through-thickness.
Further, multiple mounting grooves 111 can be set on shear wall 11, multiple mounting grooves 111 are spaced apart from each other distribution, can Mounting groove 111 is rationally arranged according to the rigidity of shear wall and anti-seismic performance requirement.
Preferably, as shown in figure 5, being set on shear wall 11 there are two mounting groove 111, two mounting grooves 111 are separately positioned on Two ends of shear wall 11 in transverse direction, it can two angles of one end by shear wall 11 far from the first built-in fitting 12 Position is gone divided by mounting groove 111 is formed, and this setup can simplify processing and the fabricated shear wall body of wall element 1 Assembly.
Further, as depicted in figs. 1 and 2, fabricated shear wall body provided by the present application includes multiple wall elements 1, Multiple wall elements 1 are arranged along short transverse, and in two adjacent wall elements 1, a wall element 1 passes through adjustable connection Part 2 and energy-consuming parts 3 connect the first built-in fitting 12 of another adjacent wall element 1, and the first built-in fitting 12 forms energy consumption portion The installation position of part 3, easy for installation, connection is reliable, when multiple wall elements 1 are connected with each other, by adjusting adjustable connector 2 Along the position of short transverse, the installation space to match with energy-consuming parts 3 is formed, to make up mismachining tolerance or rigging error, is protected The reliability for demonstrate,proving installation, to guarantee the installation quality of fabricated shear wall.
Further, it as shown in Figure 1, protective layer 6 can be arranged in the side of the shear wall 11 of connecting portion, is filled out with repairing Flat metope, specifically, protective layer 6 can use foamed concrete protective layer, and strength and stiffness are all lower, in normal use shape It under state, can shield to internal structure, when needing replacing replaceable energy-consuming parts 3, the clear of protective layer 6 can be facilitated Reason.
Preferably, the first built-in fitting 12, mounting groove 111, adjustable connector 2 and energy-consuming parts 3 along short transverse one by one It is corresponding, to form unique corresponding connection relationship when wall element 1 connects.
Further, as shown in fig. 7, energy-consuming parts 3 include Wasted-energy steel plate 31, short transverse of the Wasted-energy steel plate 31 along shear wall 11 Both ends be respectively equipped with end plate 32, which is connect by an end plate 32 with adjustable connector 2, another is passed through End plate 32 is connect with the first built-in fitting 12, is attached by end plate 32, easy for installation, while to increase first pre-buried for end plate 32 The connection area of part 12 and energy-consuming parts 3, improves the reliability of connection, and Wasted-energy steel plate 31 has the short transverse along shear wall 11 Rigidity and the transverse direction along shear wall 11 elasticity, so that Wasted-energy steel plate 31 has bearing capacity under normal circumstances, and on ground Yield deformation energy consumption can occur under shake effect, weaken the influence of earthquake.
Specifically, connection through-hole 321 can be set on end plate 32, screw threads for fastening can be used by the connection through-hole 321 The connectors such as part realization energy-consuming parts 3 are detachable with other component (such as adjustable connector 2 or the first built-in fitting 12 etc.) Connection.
Specifically, Wasted-energy steel plate 31 can be weaker than the arbitrary structures of the rigidity in short transverse for rigidity in a lateral direction Part, such as choppiness plate structure, fold-line-shaped plate structure, the plate-like structure equipped with weak part or above-mentioned various structures The structural members such as combination.It is understood that when using waveform plate structure, wavy extending direction and shear wall 11 Transverse direction is consistent;When using fold-line-shaped plate structure, the extending direction of fold-line-shaped is consistent with 11 transverse direction of shear wall.
Preferably, Wasted-energy steel plate 31 is a kind of plate-like structure equipped with weak part, which can be strip groove Mouth 311, i.e. Wasted-energy steel plate 31 are equipped with bar shaped notch 311, the extending direction of bar shaped notch 311 and the short transverse one of shear wall 11 It causes, to weaken Wasted-energy steel plate 31 along the rigidity of the transverse direction of shear wall 11, compares other structures part, this setup structure Simply, and raw material can be saved.
Further, multiple bar shaped notches 311 are set in Wasted-energy steel plate 31, keep the rigidity of Wasted-energy steel plate 31 horizontally obviously weak In rigidity in the height direction, it is possible to understand that a bar shaped notch 311 also can be set in Wasted-energy steel plate 31 in ground.
Further, Wasted-energy steel plate 31 is respectively equipped with side plate 33 along the both ends of the transverse direction of shear wall 11, and side plate 33 is along cutting The both ends of the short transverse of power wall 11 are separately connected two end plates 32, i.e. side plate 33 is located at end plate 32 along the projected area of short transverse Within domain, and supporting role is formed to end plate 32, increases energy-consuming parts 3 along the rigidity of the short transverse of shear wall 11, to increase Add shear wall 11 in the bearing capacity of short transverse.
Further, side plate 33 is connected to the both ends of the transverse direction of Wasted-energy steel plate 31, and reversed along the thickness of shear wall 11 Extend, to increase energy-consuming parts 3 along the rigidity of the thickness direction of shear wall 11, to increase the holding in thickness direction of shear wall 11 Loading capability.
Further, side rib plate 34 can be set away from the side of Wasted-energy steel plate 31 in side plate 33, plays the role of support reinforcing.
Further, as shown in figure 5, wall element 1 further includes the second built-in fitting 13, the second built-in fitting 13 is connected to shearing One end far from the first built-in fitting 12 of wall 11, above-mentioned adjustable connector 2 are connect by the second built-in fitting 13 with shear wall 11, By the way that the second built-in fitting 13 is arranged, the adjustment and positioning of adjustable connector 2 can be convenient, and easy for installation, to guarantee to cut The reliability of power wall assembly.
Specifically, the second built-in fitting 13 may include pre-buried side plate, and pre-buried side plate wraps in the short transverse of shear wall 11 Embedded section and naked section interconnected are included, embedded section is pre-buried to be connected in shear wall 11, and naked section connects adjustable connector 2。
More specifically, the second built-in fitting 13 may include two pre-buried side plates and the intermediate plate for connecting two pre-buried side plates (i.e. the second built-in fitting 13 is similar to I-shaped structure) guarantees the reliability of connection to enhance the structural strength of the second built-in fitting 13, At least a part of side positioned at intermediate plate the first built-in fitting 12 of direction of the embedded section of pre-buried side plate, the naked section of pre-buried side plate At least a part of side for deviating from the first built-in fitting 12 positioned at intermediate plate.
Further, as shown in fig. 6, above-mentioned adjustable connector 2 includes slidable adjustment part 21 interconnected and consumption Energy coupling part 22, slidable adjustment part 21 can at least move along the short transverse of shear wall 11 and lock with shear wall 11, Consume energy the connection of coupling part 22 energy-consuming parts 3.It, can be by adjustable connector 2 along cutting when the fabricated shear wall body is installed The short transverse of power wall 11 is moved to position appropriate, to adapt to the installation space of energy-consuming parts 3, then by the way of certain Locked, for example, welding, threaded fastener is fixed or other modes that are locked.
Further, slidable adjustment part 21 includes connecting lateral plate 211, can be equipped with welding notch on connecting lateral plate 211 2111, connecting lateral plate 211 is moved to predetermined position (position for adapting to the installation of energy-consuming parts 3) along the short transverse of shear wall 11, And be welded and fixed and (locked) by welding notch 2111, this structure makes the easy to operate of fabricated shear wall body, and has Higher connection reliability, connection caused by being avoided as much as possible other dismountable locking modes in long-term use, which loosens, asks Topic, so that it is guaranteed that the fabricated shear wall body will not be damaged in the case where earthquake does not occur.
Further, slidable adjustment part 21 include two side plates 211, two side plates 211 be oppositely arranged and with energy consumption Coupling part 22 connects, and constitutes chute-like structure with energy consumption coupling part 22, which plays guiding to adjustment direction Effect convenient for can adjust the adjustment of connector 2, and increases the reliability of connection, specifically, when wall element 1 is equipped with second When built-in fitting 13, guideway is formed between the chute-like structure and the second built-in fitting 13.
Further, energy consumption coupling part 22 includes two edges of a wing 221 and web 222, and two edges of a wing 221 are connected to web 222 connect slidable adjustment part 21, another edge of a wing 221 along the both ends of the short transverse of shear wall 11, one of edge of a wing 221 Energy-consuming parts 3 are connected, web 222 plays a supporting role to two edges of a wing 221, while connection is formed between two edges of a wing 221 The operating space of energy-consuming parts 3 is easily installed operation.
Specifically, connecting can be set on the edge of a wing 221 of energy-consuming parts 3 leads to the connection being arranged on above-mentioned energy-consuming parts 3 The corresponding mounting hole in hole 321, is detachably connected to be formed.
Further, the two sides of web 222 can be respectively equipped with floor 223, and to play booster action, floor 223 is along cutting The both ends of the short transverse of power wall 11 are separately connected two edges of a wing 221.
Specifically, it can according to need any number of floor 223 of setting, floor 223 avoids above-mentioned mounting hole as far as possible Be configured, and between two neighboring floor 223 should there are enough installation operating spaces, in order to install.
Further, the first built-in fitting 12 can be that is, above-mentioned adjustable using the structure of similar above-mentioned adjustable connector 2 The slidable adjustment part 21 of connector 2 connects shear wall 11 as the pre-buried part of the first built-in fitting 12, can adjust connector 2 Consume energy exposed part connection energy consumption connector 3 of the coupling part 22 as the first built-in fitting 12.
Above-mentioned shear wall 11 can be the molding a variety of concrete shear force walls that are prefabricated in the factory, including the orthogonal concrete of fashioned iron Shear wall, fashioned iron oblique concrete shear force wall, ordinary reinforced concrete shear wall, orthogonal close rib shear wall and the close rib shearing of oblique A variety of wall forms such as wall.
Fabricated shear wall body provided by the present application can follow the steps below installation comprising:
S1: the first wall element of setting;
S2: the second wall element is set on the first wall element;
S3: placing and adjusts adjustable connector 2 to appropriate location (position to match with energy-consuming parts 3), places consumption Energy component 3, is sequentially connected energy-consuming parts 3 and adjustable connector 2, as shown in Fig. 2, it is preferred that energy-consuming parts 3 are by detachably connecting Fitting (such as high-strength bolt) connects the first built-in fitting 12 and adjustable connector 2, to replace energy-consuming parts 3, the company of can adjust Fitting 2, to guarantee the reliability of connection, prevents connection from loosening by being welded to connect the second wall element;
S4: using the second wall element as the first wall element, repeat the above steps S2~S3.
Wherein, above-mentioned first wall element and the second wall element are wall element 1 described in the various embodiments described above.
Specifically, above-mentioned steps S1 includes that the first wall element is set on installation position, which can be Arbitrarily need to install the position of wall element 1, for example, basis on the ground is set or is connect with the wall element 1 another Adjacent wall element 1.
Specifically, above-mentioned steps S2 includes, and in slab surfaces unwrapping wire, is arranged glide lamella 5, the second wall element of lifting to the The appropriate location of one wall element.
Further, further include step S1a between above-mentioned steps S1 and S2, floor 4 is set, as shown in figure 3, floor 4 wraps It includes precast floor slab layer and pours floor layer.
Specifically, step S1a includes hoisting prefabricated floor layer to predetermined position, i.e. it is pre- that the first wall element is equipped with first One end of embedded part 12 binds floor bar and is poured on precast floor slab layer, and formation pours floor layer, as shown in Fig. 2, pouring The operating space of the first built-in fitting 12 and energy-consuming parts 3 of connection is reserved between build floor layer and the first built-in fitting 12.
It further, further include step S3a between above-mentioned steps S3 and S4, formwork supporting plate pours foamed concrete, is formed and is protected Sheath 6, as shown in Figure 1.
Further, when between step S1 and step S2 including step S1a, step S4 specifically: by the second wall list Member is used as the first wall element, and repeat the above steps S1a~S3.
Further, when between step S3 and step S4 further including step S3a, step S4 specifically: by the second wall Unit is as the first wall element, and repeat the above steps S1a~S3a.
The energy-consuming parts 3 of fabricated shear wall body provided by the present application can follow the steps below replacement comprising:
S5: protective layer 6 is removed;
S6: the removable connector of energy-consuming parts 3 is removed, energy-consuming parts 3 are removed;
S7: shear wall 11 is resetted, and installs new energy-consuming parts 3, and hydraulic jack specifically can be used by shear wall 11 reset;
S8: installing new energy-consuming parts 3, and energy-consuming parts 3 are fixed to by removable connector (both ends connect respectively Connect the first built-in fitting 12 and adjustable connector 2);
S9: formwork supporting plate pours foamed concrete, forms new protective layer 6.
The foregoing is merely preferred embodiment of the present application, are not intended to limit this application, for the skill of this field For art personnel, various changes and changes are possible in this application.Within the spirit and principles of this application, made any to repair Change, equivalent replacement, improvement etc., should be included within the scope of protection of this application.

Claims (10)

1. a kind of fabricated shear wall body characterized by comprising
The short transverse of the shear wall is arranged in wall element, including shear wall and the first built-in fitting, first built-in fitting One end;
Adjustable connector is connected to one end far from first built-in fitting of the shear wall;
Energy-consuming parts are detachably connected with the adjustable connector, and on the coupled wall element far from institute The side for stating the first built-in fitting extends.
2. fabricated shear wall body according to claim 1, which is characterized in that multiple described including multiple wall elements Wall element is arranged along the short transverse;In two adjacent wall elements, a wall element passes through described Adjustable connector connects first built-in fitting of another adjacent wall element with the energy-consuming parts.
3. fabricated shear wall body according to claim 2, which is characterized in that the energy-consuming parts include Wasted-energy steel plate, institute It states Wasted-energy steel plate and is respectively equipped with end plate along the both ends of the short transverse of the shear wall, the energy-consuming parts pass through an end plate It is connect with the adjustable connector;It is connect by end plate described in another with first built-in fitting.
4. fabricated shear wall body according to claim 3, which is characterized in that the Wasted-energy steel plate is equipped with multiple strip grooves Mouthful, the extending direction of the bar shaped notch is consistent with the short transverse of the shear wall.
5. fabricated shear wall body according to claim 3, which is characterized in that cross of the Wasted-energy steel plate along the shear wall It is respectively equipped with side plate to the both ends in direction, the both ends of short transverse of each side plate along the shear wall are separately connected two institutes State end plate;The transverse direction is vertical with the short transverse.
6. -5 any fabricated shear wall body according to claim 1, which is characterized in that the wall element further includes the Two built-in fittings, second built-in fitting is connected to one end far from first built-in fitting of the shear wall, described adjustable Connector is connect by second built-in fitting with the shear wall.
7. -5 any fabricated shear wall body according to claim 1, which is characterized in that the adjustable connector includes Slidable adjustment part interconnected and energy consumption coupling part, the slidable adjustment part at least can be along the height of the shear wall It spends direction movement and is locked with the shear wall, the energy consumption coupling part connects the energy-consuming parts.
8. fabricated shear wall body according to claim 7, which is characterized in that the slidable adjustment part includes connecting side Plate, the connecting lateral plate are equipped with welding notch, and the connecting lateral plate is moved to pre-determined bit along the short transverse of the shear wall It sets and passes through the welding notch and be welded and fixed.
9. fabricated shear wall body according to claim 7, which is characterized in that the energy consumption coupling part includes two wings Edge and web, two edges of a wing are connected to the web along the both ends of the short transverse of shear wall, one of them described edge of a wing The slidable adjustment part is connected, another described edge of a wing connects the energy-consuming parts.
10. fabricated shear wall body according to claim 9, which is characterized in that the two sides of the web are respectively equipped with rib Plate, the floor are separately connected two edges of a wing along the both ends of the short transverse of the shear wall.
CN201820904353.8U 2018-06-12 2018-06-12 Fabricated shear wall body Active CN208347003U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110593417A (en) * 2018-06-12 2019-12-20 迈瑞司(北京)抗震住宅技术有限公司 Assembled shear wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110593417A (en) * 2018-06-12 2019-12-20 迈瑞司(北京)抗震住宅技术有限公司 Assembled shear wall

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