CN109914816A - A kind of board-like assembling structure for exempting to shake house - Google Patents

A kind of board-like assembling structure for exempting to shake house Download PDF

Info

Publication number
CN109914816A
CN109914816A CN201910266037.1A CN201910266037A CN109914816A CN 109914816 A CN109914816 A CN 109914816A CN 201910266037 A CN201910266037 A CN 201910266037A CN 109914816 A CN109914816 A CN 109914816A
Authority
CN
China
Prior art keywords
prefabricated
pilaster
prefabricated panel
wall
panel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201910266037.1A
Other languages
Chinese (zh)
Inventor
戚秀芝
周毅
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chongqing Enbeck Technology Co Ltd
Original Assignee
Chongqing Enbeck Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Chongqing Enbeck Technology Co Ltd filed Critical Chongqing Enbeck Technology Co Ltd
Priority to CN201910266037.1A priority Critical patent/CN109914816A/en
Publication of CN109914816A publication Critical patent/CN109914816A/en
Pending legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)

Abstract

The invention belongs to technical field of buildings, specially a kind of board-like assembling structure for exempting to shake house, including prefabricated pilaster, prefabricated beam column, wall beam, connector, prefabricated panel, prefabricated pilaster is vertical with prefabricated beam column to be connect, it is connected between two prefabricated pilaster by prefabricated panel, it is connected between contiguous prefabricated wallboard by connector, upper end set on the prefabricated panel of the top is equipped with wall beam, wall beam uses cast in situs mode, and the both ends of wall beam are connect with prefabricated pilaster, are connected between prefabricated panel and prefabricated pilaster by concrete.By the speciality for giving full play to seismic structure, vertical and transverse steel in prefabricated panel is without connection, only joint bar and keyway is arranged in the joint face at wall end, it to enormously simplify the connecting structure of shear wall, is constructed using " LRV engineering method ", cast-in-place concrete is carried out to the cast-in-site stripe of uniform thickness wall beam and shear wall two sides, it is allowed to be integrally formed with prefabricated pilaster, connection type is simple, sound construction, convenient for the transport of prefabricated panel.

Description

A kind of board-like assembling structure for exempting to shake house
Technical field
The present invention relates to technical field of buildings, specially a kind of board-like assembling structure for exempting to shake house.
Background technique
Plank frame is a kind of primary structure form of middle layer house, is made of reinforced concrete wall panel, floor.With house type Structure based on wall other than required opening portion does not occur column angle and Liang Jiao in room, is conducive to effective benefit in space With while window frame being embedded into wallboard, make at this that waterproof resistance is improved, be well suited to a kind of knot of house Configuration formula.
Current shear wall connection structure is complicated, is not easy to construction and transport, poor seismic behavior, and precision is low when assembly, leads Cause construction quality poor.
Summary of the invention
The present invention provides a kind of board-like assembling structure for exempting to shake house aiming at deficiencies of the prior art, By giving full play to the speciality of seismic structure, the vertical and transverse steel in prefabricated panel is without connection, only in the company at wall end Joint bar and keyway is arranged in junction, so that the connecting structure of shear wall is enormously simplified, meanwhile, peripheral frame does not need special add yet By force;It is the pure frame structure of not shear wall in standard width of a room in an old-style house direction, is constructed using " LRV engineering method ", to uniform thickness wall beam and shear wall two The cast-in-site stripe of side carries out cast-in-place concrete, is allowed to be integrally formed with prefabricated pilaster, connection type is simple, sound construction, just In the transport of prefabricated panel.
To achieve the above object, invention provides the following technical solutions:
A kind of board-like assembling structure for exempting to shake house, including prefabricated pilaster, prefabricated beam column, wall beam, connector, dry wall Plate, the prefabricated pilaster is vertical with prefabricated beam column to be connect, and is connected between two prefabricated pilaster by prefabricated panel, contiguous prefabricated wall It is connected between plate by connector, is equipped with wall beam set on the upper end of the prefabricated panel of the top, the wall beam uses cast in situs Mode, and the both ends of the wall beam are connect with prefabricated pilaster, are connected between prefabricated panel and prefabricated pilaster by concrete.
Preferably, the two sides of the prefabricated panel are equipped with concrete, and the coagulation body is connect with wall beam, the concrete The prefabricated pilaster is built with prefabricated panel by the way of cast in situs and is structure as a whole.
Preferably, be equipped with vertical reinforcement and transverse steel in the prefabricated panel, the vertical reinforcement and transverse steel it Between be equipped with gap.
Preferably, the upper end of the prefabricated panel is equipped with keyway and joint bar, and the keyway is uniformly staggered with joint bar.
Preferably, the edge of the prefabricated panel is equipped with mounting groove, is equipped with steel pipe in the mounting groove, the steel pipe passes through Prefabricated panel is worn, is connected between two steel pipes by connector.
Preferably, the connector includes nut, connecting rod, connecting plate, and the side of the connecting plate sets that there are two connections The end of bar, the connecting rod is equipped with screw thread, and the nut is threadedly engaged with connecting rod, and the connecting plate is set to prefabricated panel one In the mounting groove of side, the nut is set in the mounting groove of the prefabricated panel other side, and the connecting rod and steel pipe cooperate.
Preferably, the prefabricated pilaster and the prefabricated beam column are constructed using LRV engineering method.
Compared with prior art, advantageous effect of the invention is:
1, the present invention is by giving full play to the speciality of seismic structure, and the vertical and transverse steel in prefabricated panel is without even It connects, only joint bar and keyway is arranged in the joint face at wall end, so that the connecting structure of shear wall is enormously simplified, meanwhile, peripheral frame Frame does not need special reinforcement yet;It is the pure frame structure of not shear wall in standard width of a room in an old-style house direction, is constructed using " LRV engineering method ", equity The cast-in-site stripe of thick wall beam and shear wall two sides carries out cast-in-place concrete, is allowed to be integrally formed with prefabricated pilaster, connection type Simply, sound construction, convenient for the transport of prefabricated panel.
2, connecting plate of the invention is set in the mounting groove of prefabricated panel side, and nut is set to the peace of the prefabricated panel other side In tankage, when connector use in will not protrude prefabricated panel, exceptional space will not be occupied, it is ensured that metope it is smooth, convenient for applying Work increases aesthetics.
3, connecting-piece structure of the invention is simple, convenient for manufacture, at low cost, bonding strength is big, ensure that prefabricated panel it Between bonding strength, it is ensured that using safe.
Other advantages, target and feature of the invention will be illustrated in the following description to a certain extent, and And to a certain extent, based on will be apparent to those skilled in the art to investigating hereafter, Huo Zheke To be instructed from the practice of the present invention.Target of the invention and other advantages can be realized by following specification and It obtains.
Detailed description of the invention
To make the objectives, technical solutions, and advantages of the present invention clearer, the present invention is made below in conjunction with attached drawing excellent The detailed description of choosing, in which:
Fig. 1 is overall structure diagram of the invention;
Fig. 2 is main view of the invention;
Fig. 3 is the schematic diagram of internal structure of prefabricated panel;
Fig. 4 is the schematic perspective view of prefabricated panel;
Fig. 5 is enlarged drawing at the A of Fig. 4;
Fig. 6 is the structural schematic diagram of connector.
In figure: prefabricated pilaster 1, prefabricated beam column 2, wall beam 3, connector 4, nut 401, screw thread 402, connecting rod 403, connection Plate 404, prefabricated panel 5, mounting groove 501, keyway 502, joint bar 503, concrete 6, vertical reinforcement 7, transverse steel 8, steel pipe 9.
Specific embodiment
Illustrate embodiments of the present invention below by way of specific specific example, those skilled in the art can be by this specification Other advantages and efficacy of the present invention can be easily understood for disclosed content.The present invention can also pass through in addition different specific realities The mode of applying is embodied or practiced, the various details in this specification can also based on different viewpoints and application, without departing from Various modifications or alterations are carried out under spirit of the invention.It should be noted that diagram provided in following embodiment is only to show Meaning mode illustrates basic conception of the invention, and in the absence of conflict, the feature in following embodiment and embodiment can phase Mutually combination.
Wherein, the drawings are for illustrative purposes only and are merely schematic diagrams, rather than pictorial diagram, should not be understood as to this The limitation of invention;Embodiment in order to better illustrate the present invention, the certain components of attached drawing have omission, zoom in or out, not Represent the size of actual product;It will be understood by those skilled in the art that certain known features and its explanation may be omitted and be in attached drawing It is understood that.
The same or similar label correspond to the same or similar components in the attached drawing of the embodiment of the present invention;It is retouched in of the invention In stating, it is to be understood that if there is the orientation or positional relationship of the instructions such as term " on ", "lower", "left", "right", "front", "rear" To be based on the orientation or positional relationship shown in the drawings, be merely for convenience of description of the present invention and simplification of the description, rather than indicate or It implies that signified device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore is described in attached drawing The term of positional relationship only for illustration, is not considered as limiting the invention, for the ordinary skill of this field For personnel, the concrete meaning of above-mentioned term can be understood as the case may be.
Embodiment one,
As shown in Figs. 1-2, it is a kind of it is board-like exempt from shake house assembling structure, including prefabricated pilaster 1, prefabricated beam column 2, wall beam 3, Connector 4, prefabricated panel 5, prefabricated pilaster 1 is vertical with prefabricated beam column 2 to be connect, and passes through prefabricated panel 5 between two prefabricated pilaster 1 It connects, is connected between contiguous prefabricated wallboard 5 by connector 4, the upper end set on the prefabricated panel 5 of the top is equipped with wall beam 3, wall Beam 3 uses cast in situs mode, and the both ends of wall beam 3 are connect with prefabricated pilaster 1, are passed through between prefabricated panel 5 and prefabricated pilaster 1 Concrete 6 connects.
Embodiment two,
As shown in Figs. 1-2, it is a kind of it is board-like exempt from shake house assembling structure, including prefabricated pilaster 1, prefabricated beam column 2, wall beam 3, Connector 4, prefabricated panel 5, prefabricated pilaster 1 is vertical with prefabricated beam column 2 to be connect, and passes through prefabricated panel 5 between two prefabricated pilaster 1 It connects, is connected between contiguous prefabricated wallboard 5 by connector 4, the upper end set on the prefabricated panel 5 of the top is equipped with wall beam 3, institute It states wall beam 3 and uses cast in situs mode, and the both ends of wall beam 3 are connect with prefabricated pilaster 1, between prefabricated panel 5 and prefabricated pilaster 1 It is connected by concrete 6.
The two sides of prefabricated panel 5 are equipped with concrete 6, and coagulation body 6 is connect with wall beam 3, and concrete 6 is using cast in situs The prefabricated pilaster 1 is built with prefabricated panel 5 and is structure as a whole by mode.
Embodiment three,
As shown in Figs. 1-2, it is a kind of it is board-like exempt from shake house assembling structure, including prefabricated pilaster 1, prefabricated beam column 2, wall beam 3, Connector 4, prefabricated panel 5, prefabricated pilaster 1 is vertical with prefabricated beam column 2 to be connect, and passes through prefabricated panel 5 between two prefabricated pilaster 1 It connects, is connected between contiguous prefabricated wallboard 5 by connector 4, the upper end set on the prefabricated panel 5 of the top is equipped with wall beam 3, wall Beam 3 uses cast in situs mode, and the both ends of the wall beam 3 are connect with prefabricated pilaster 1, between prefabricated panel 5 and prefabricated pilaster 1 It is connected by concrete 6.
As shown in figure 3, be equipped with vertical reinforcement 7 and transverse steel 8 in prefabricated panel 5, vertical reinforcement 7 and transverse steel 8 it Between be equipped with gap.
Example IV,
As shown in Figs. 1-2, it is a kind of it is board-like exempt from shake house assembling structure, including prefabricated pilaster 1, prefabricated beam column 2, wall beam 3, Connector 4, prefabricated panel 5, prefabricated pilaster 1 is vertical with prefabricated beam column 2 to be connect, and passes through prefabricated panel 5 between two prefabricated pilaster 1 It connects, is connected between contiguous prefabricated wallboard 5 by connector 4, the upper end set on the prefabricated panel 5 of the top is equipped with wall beam 3, wall Beam 3 uses cast in situs mode, and the both ends of wall beam 3 are connect with prefabricated pilaster 1, are passed through between prefabricated panel 5 and prefabricated pilaster 1 Concrete 6 connects.
As illustrated in figures 4-5, the upper end of prefabricated panel 5 is equipped with keyway 502 and joint bar 503, and keyway 502 and joint bar 503 are uniform It is staggered.
Embodiment five,
As shown in Figs. 1-2, it is a kind of it is board-like exempt from shake house assembling structure, including prefabricated pilaster 1, prefabricated beam column 2, wall beam 3, Connector 4, prefabricated panel 5, prefabricated pilaster 1 is vertical with prefabricated beam column 2 to be connect, and passes through prefabricated panel 5 between two prefabricated pilaster 1 It connects, is connected between contiguous prefabricated wallboard 5 by connector 4, the upper end set on the prefabricated panel 5 of the top is equipped with wall beam 3, wall Beam 3 uses cast in situs mode, and the both ends of wall beam 3 are connect with prefabricated pilaster 1, are passed through between prefabricated panel 5 and prefabricated pilaster 1 Concrete 6 connects.
As shown in figure 4, the edge of prefabricated panel 5 is equipped with mounting groove 501, it is equipped with steel pipe 9 in mounting groove 501, steel pipe 9 passes through Prefabricated panel 5 is worn, is connected between two steel pipes 9 by connector 4.
As shown in fig. 6, connector 4 includes nut 401, connecting rod 403, connecting plate 404, the side of connecting plate 404 is equipped with The end of two connecting rods 403, connecting rod 403 is equipped with screw thread 402, and nut 401 is threadedly engaged with connecting rod 403, connecting plate 404 In the mounting groove 501 of 5 side of prefabricated panel, nut 401 is set in the mounting groove 501 of 5 other side of prefabricated panel, connecting rod 403 cooperate with steel pipe 9.
Embodiment six,
As shown in Figs. 1-2, it is a kind of it is board-like exempt from shake house assembling structure, including prefabricated pilaster 1, prefabricated beam column 2, wall beam 3, Connector 4, prefabricated panel 5, prefabricated pilaster 1 is vertical with prefabricated beam column 2 to be connect, and passes through prefabricated panel 5 between two prefabricated pilaster 1 It connects, is connected between contiguous prefabricated wallboard 5 by connector 4, the upper end set on the prefabricated panel 5 of the top is equipped with wall beam 3, wall Beam 3 uses cast in situs mode, and the both ends of wall beam 3 are connect with prefabricated pilaster 1, are passed through between prefabricated panel 5 and prefabricated pilaster 1 Concrete 6 connects.
Prefabricated pilaster 1 is constructed with 2 column of precast beam using LRV engineering method.
The present invention is by giving full play to the speciality of seismic structure, and the vertical and transverse steel in prefabricated panel is without even It connects, only joint bar 503 and keyway 502 is arranged in the joint face at wall end, so that the connecting structure of shear wall is enormously simplified, meanwhile, Peripheral frame does not need special reinforcement yet;It is the pure frame structure of not shear wall in standard width of a room in an old-style house direction, is applied using " LRV engineering method " Work carries out cast-in-place concrete to the cast-in-site stripe of uniform thickness wall beam and shear wall two sides, is allowed to be integrally formed with prefabricated pilaster, even It is simple to connect mode, sound construction, convenient for the transport of prefabricated panel.Connecting plate 404 of the invention is set to the peace of 5 side of prefabricated panel In tankage 501, nut 401 be set to 5 other side of prefabricated panel mounting groove 501 in, connector 4 use when in will not protrude it is prefabricated Wallboard 5 will not occupy exceptional space, it is ensured that metope it is smooth, convenient for construction, increase aesthetics.Connecting-piece structure of the invention Simply, convenient for manufacture, at low cost, bonding strength is big, ensure that the bonding strength between prefabricated panel 5, it is ensured that prefabricated panel 5 makes With safety.
Finally, it is stated that the above examples are only used to illustrate the technical scheme of the present invention and are not limiting, although referring to compared with Good embodiment describes the invention in detail, those skilled in the art should understand that, it can be to skill of the invention Art scheme is modified or replaced equivalently, and without departing from the objective and range of the technical program, should all be covered in the present invention Scope of the claims in.

Claims (7)

1. a kind of board-like assembling structure for exempting to shake house, it is characterised in that: including prefabricated pilaster, prefabricated beam column, wall beam, connection Part, prefabricated panel, the prefabricated pilaster is vertical with prefabricated beam column to be connect, and is connected between two prefabricated pilaster by prefabricated panel, It is connected between contiguous prefabricated wallboard by connector, the upper end set on the prefabricated panel of the top is equipped with wall beam, and the wall beam is adopted With cast in situs mode, and the both ends of the wall beam are connect with prefabricated pilaster, pass through coagulation between prefabricated panel and prefabricated pilaster Soil connection.
2. a kind of board-like assembling structure for exempting to shake house as described in claim 1, it is characterised in that: the two of the prefabricated panel Side is equipped with concrete, and the concrete is connect with wall beam, and the concrete is by the way of cast in situs by the prefabricated wall Column is built with prefabricated panel and is structure as a whole.
3. a kind of board-like assembling structure for exempting to shake house as described in claim 1, it is characterised in that: set in the prefabricated panel There are vertical reinforcement and transverse steel, gap is equipped between the vertical reinforcement and transverse steel.
4. the board-like assembling structure for exempting to shake house as described in claim 1 a kind of, it is characterised in that: the prefabricated panel it is upper End is equipped with keyway and joint bar, and the keyway is uniformly staggered with joint bar.
5. a kind of board-like assembling structure for exempting to shake house as described in claim 1, it is characterised in that: the side of the prefabricated panel It is equipped with mounting groove at edge, steel pipe is equipped in the mounting groove, the steel pipe runs through prefabricated panel, passes through connection between two steel pipes Part connection.
6. a kind of board-like assembling structure for exempting to shake house as claimed in claim 5, it is characterised in that: the connector includes spiral shell Mother, connecting rod, connecting plate, the side of the connecting plate are set there are two connecting rod, and the end of the connecting rod is described equipped with screw thread Nut is threadedly engaged with connecting rod, and the connecting plate is set in the mounting groove of prefabricated panel side, and the nut is set to dry wall In the mounting groove of the plate other side, the connecting rod and steel pipe cooperate.
7. a kind of board-like assembling structure for exempting to shake house as described in claim 1, it is characterised in that: the prefabricated pilaster and institute Prefabricated beam column is stated to construct using LRV engineering method.
CN201910266037.1A 2019-04-03 2019-04-03 A kind of board-like assembling structure for exempting to shake house Pending CN109914816A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910266037.1A CN109914816A (en) 2019-04-03 2019-04-03 A kind of board-like assembling structure for exempting to shake house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910266037.1A CN109914816A (en) 2019-04-03 2019-04-03 A kind of board-like assembling structure for exempting to shake house

Publications (1)

Publication Number Publication Date
CN109914816A true CN109914816A (en) 2019-06-21

Family

ID=66968387

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910266037.1A Pending CN109914816A (en) 2019-04-03 2019-04-03 A kind of board-like assembling structure for exempting to shake house

Country Status (1)

Country Link
CN (1) CN109914816A (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006176986A (en) * 2004-12-21 2006-07-06 Ps Mitsubishi Construction Co Ltd CONSTRUCTION METHOD OF PCaPC STRUCTURE
CN202767230U (en) * 2012-09-01 2013-03-06 初明进 Assembly integrated shear wall construction structure
CN202831203U (en) * 2012-10-08 2013-03-27 沈阳建筑大学 Assembly type concrete frame-shear wall split assembling structure and fabricative structure
CN103061516A (en) * 2013-01-15 2013-04-24 中南大学 Novel substructure module type prefabricated assembly frame structure assembly method
CN204252269U (en) * 2014-11-17 2015-04-08 山东新世纪市政工程股份有限公司 A kind of Prefabricated steel construction integration assembling green building Component composition assembly unit
CN104612282A (en) * 2015-02-02 2015-05-13 西安建筑科技大学 Prefabricated steel fiber sludge-made ceramisite concrete wall based on T-shaped groove connection and construction method of prefabricated steel fiber sludge-made ceramisite concrete wall
CN106381923A (en) * 2016-11-04 2017-02-08 四川省建筑科学研究院 Multilayer architectural structure adopting prefabricated panel and construction method thereof
CN108086693A (en) * 2017-12-13 2018-05-29 西南科技大学 A kind of assembled steel reinforced concrete frame structure system method of construction of low multilayer

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006176986A (en) * 2004-12-21 2006-07-06 Ps Mitsubishi Construction Co Ltd CONSTRUCTION METHOD OF PCaPC STRUCTURE
CN202767230U (en) * 2012-09-01 2013-03-06 初明进 Assembly integrated shear wall construction structure
CN202831203U (en) * 2012-10-08 2013-03-27 沈阳建筑大学 Assembly type concrete frame-shear wall split assembling structure and fabricative structure
CN103061516A (en) * 2013-01-15 2013-04-24 中南大学 Novel substructure module type prefabricated assembly frame structure assembly method
CN204252269U (en) * 2014-11-17 2015-04-08 山东新世纪市政工程股份有限公司 A kind of Prefabricated steel construction integration assembling green building Component composition assembly unit
CN104612282A (en) * 2015-02-02 2015-05-13 西安建筑科技大学 Prefabricated steel fiber sludge-made ceramisite concrete wall based on T-shaped groove connection and construction method of prefabricated steel fiber sludge-made ceramisite concrete wall
CN106381923A (en) * 2016-11-04 2017-02-08 四川省建筑科学研究院 Multilayer architectural structure adopting prefabricated panel and construction method thereof
CN108086693A (en) * 2017-12-13 2018-05-29 西南科技大学 A kind of assembled steel reinforced concrete frame structure system method of construction of low multilayer

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
叶 健佑: "オールプレキャスト化を目指した高層集合住宅の施工-LRV工法実施事例", 《CONCRETE JOURNAL》 *
罗峥: "绿色施工技术在工程建设中的运用", 《住宅与房地产》 *

Similar Documents

Publication Publication Date Title
US3429602A (en) Welded light-metal corner construction
CN106760036B (en) A kind of prefabricated steel-combined concrete shear wall
CN109594686A (en) A kind of assembled integral steel reinforced concrete frame support composite shear wall structure
JP6713779B2 (en) Beam-column joint structure and beam-column joining method
CN109914816A (en) A kind of board-like assembling structure for exempting to shake house
KR101697004B1 (en) Coupling Beam Reinforcement Structure Using Angle Member
JP6830393B2 (en) Beam-column joint structure
JP2019065597A (en) Connection structure between seismic wall and pillar
KR101458409B1 (en) The precast concrete girder structure for a building
JPS59109636A (en) Building structure
CN215671019U (en) Linear accelerator wall body corner template fixed knot constructs
RU2358068C1 (en) Joint connection of crossing rods
CN212336510U (en) External wall panel component and frame structure building system comprising same
JP3015714U (en) Reinforcement structure of pillar connection part of wooden house
KR102173559B1 (en) Insulation panel for constructure and production method for this same
CN206971472U (en) Light gauge cold-formed steel shape steel plate shear force wall
WO2017016184A1 (en) Fender post suitable for building basement
JP3959010B2 (en) Building structure
CN110258783A (en) A kind of assembly concrete frame joint
KR20200145183A (en) Steel Column Structure for Structural Reinforcement and Seismic Improvement
KR101421634B1 (en) Assembling structure
CN109629663A (en) A kind of absolutely dry formula concrete house structural and preparation method thereof that is linked and packed of standardization
KR20180120971A (en) Steel Structure with High Durability and Easy Work
CN208792495U (en) Aluminium Cable Structure glass sunlight house
JP2850712B2 (en) SC shear wall

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20190621

RJ01 Rejection of invention patent application after publication