CN110616824A - Anti-seismic wind-resistant combined wall - Google Patents
Anti-seismic wind-resistant combined wall Download PDFInfo
- Publication number
- CN110616824A CN110616824A CN201910948769.9A CN201910948769A CN110616824A CN 110616824 A CN110616824 A CN 110616824A CN 201910948769 A CN201910948769 A CN 201910948769A CN 110616824 A CN110616824 A CN 110616824A
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- Prior art keywords
- wall body
- wall
- resistant
- wind
- side walls
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- 238000009413 insulation Methods 0.000 claims abstract description 10
- 238000010521 absorption reaction Methods 0.000 claims abstract description 6
- 229920000742 Cotton Polymers 0.000 claims abstract description 5
- 238000013016 damping Methods 0.000 claims description 21
- 239000011150 reinforced concrete Substances 0.000 claims description 20
- 239000002131 composite material Substances 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 230000035939 shock Effects 0.000 abstract description 18
- 230000000694 effects Effects 0.000 description 5
- 230000003139 buffering effect Effects 0.000 description 4
- 238000010008 shearing Methods 0.000 description 4
- 241001391944 Commicarpus scandens Species 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/14—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against other dangerous influences, e.g. tornadoes, floods
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses an anti-seismic and anti-wind combined wall, which comprises a first wall body, a second wall body, a shock absorption piece, a cross beam, a connecting piece and a base, wherein the first wall body is connected with the second wall body through the connecting piece, the shock absorption piece is arranged between the first wall body and the second wall body and is respectively connected with the first wall body and the second wall body, heat insulation cotton is filled in a gap between the first wall body and the second wall body, first side walls are arranged on two sides of the first wall body, second side walls are arranged on two sides of the second wall body, the first side walls are connected with the second side walls, expansion joints are respectively arranged between the first side walls and the second wall body and between the second side walls and the first wall body, the upper ends of the first wall body and the second wall body are connected through the cross beam, the upper end of the cross beam is provided with a baffle plate respectively connected with the first wall body and the second wall body, the lower ends of the first wall body and the second wall body are connected through, the safety performance of the wall body in use is improved.
Description
Technical Field
The invention belongs to the technical field of combined walls and relates to an anti-seismic wind-resistant combined wall.
Background
The wall body mainly comprises a bearing wall and a non-bearing wall, and the wall body mainly plays a role in enclosing and separating a space. The wall body of the wall bearing structure building integrates bearing and enclosure, and the function of the framework structure system building wall body is enclosure and space separation. The wall body has enough strength and stability and has the capabilities of heat preservation, heat insulation, sound insulation, fire prevention and water prevention. The combined wall is a composite wall formed by combining two or more materials.
As main components of a house structure, the external wall-hanging board and the filling wall board can only be used as an enclosure component of a house and can not participate in stress, the problems of low bearing capacity, poor ductility and brittle fracture of the house structure exist, and the overall stability and the shock resistance of the house are poor.
Disclosure of Invention
In view of the above, the invention provides an anti-seismic and wind-resistant combined wall to solve the problem that the existing wall is fragile and easy to break, and the use safety performance is affected, wherein a damping piece is arranged between the two walls, when the combined wall is impacted or vibrated, the damping piece can play a role in buffering and damping, the first wall and the second wall are connected with the damping piece through a connecting piece and mutually supported, so that the shearing resistance and the anti-seismic performance of the walls are improved, and the use safety performance of the combined wall is improved.
In order to achieve the purpose, the invention provides an earthquake-resistant and wind-resistant combined wall which comprises a first wall body, a second wall body, a damping piece and a cross beam, the heat insulation wall comprises a connecting piece and a base, the first wall body is connected with the second wall body through the connecting piece, a shock absorption piece is arranged between the first wall body and the second wall body and is respectively connected with the first wall body and the second wall body, heat insulation cotton is filled in a gap between the first wall body and the second wall body, first side walls are arranged on two sides of the first wall body, second side walls are arranged on two sides of the second wall body and are connected with the first side walls, expansion joints are arranged between the first side walls and the second wall body and between the second side walls and the first wall body, the upper ends of the first wall body and the second wall body are connected through a cross beam, baffles respectively connected with the first wall body and the second wall body are arranged at the upper end of the cross beam, and the lower ends of the first wall body and the second wall body are connected.
Further, the first wall body comprises first reinforced concrete, and first steel wire meshes are arranged on two sides of the first reinforced concrete.
Furthermore, a first upright column is vertically arranged in the first reinforced concrete, the upper end of the first upright column is connected with the cross beam, and the lower end of the first upright column is connected with the base.
Further, the second wall body comprises second reinforced concrete, and second steel wire meshes are arranged on two sides of the second reinforced concrete.
Furthermore, a second upright column is vertically arranged in the second reinforced concrete, the upper end of the second upright column is connected with the cross beam, and the lower end of the second upright column is connected with the base.
Furthermore, the damping piece comprises a first connecting plate, a damping plate and a second connecting plate, the damping plate is an elastic plate, the damping plate is arranged in an inclined mode, one end of the damping plate is connected with the first connecting plate, the other end of the damping plate is connected with the second connecting plate, the first connecting plate is connected with a first wall body, and the second connecting plate is connected with a second wall body.
Furthermore, a first top foot and a second top foot are respectively arranged at two ends of the connecting piece, the first top foot and the second top foot are respectively connected with the first wall body or the second wall body, a bolt hole is formed in the middle of the connecting piece, a connecting bolt is arranged between the first wall body and the second wall body, and the connecting bolt is matched with the bolt hole.
Furthermore, the connecting bolt is respectively connected with the first upright post and the second upright post.
The invention has the beneficial effects that:
1. this antidetonation anti-wind combination wall sets up the damper between two walls, and when receiving impact or vibrations, the damper can play the absorbing effect of buffering, and first wall body passes through connecting piece and damper interconnect with the second wall body, supports mutually, has increased the ability of shearing and the anti-seismic performance of wall body, has solved the more fragile cracked problem that takes place easily of present wall body, has improved the security performance of using.
2. This antidetonation anti-wind combination wall in order to strengthen wall body intensity, sets up wire net and stand in with the wall body, improves the shearing and bending resistance of wall body, prevents that the wall body atress from splitting, has improved wall body intensity, is connected through stand and crossbeam, improves the anti-wind ability of building wall body, increases holding power and wind resistance, uses safelyr.
3. This antidetonation anti-wind combination wall, the shock attenuation board is the elastic plate, and the one end and the first connecting plate of shock attenuation board are connected, and the other end and the second connecting plate of shock attenuation board are connected, first connecting plate and first wall connection, second connecting plate and second wall connection, and this damper simple structure when two walls body receive vibrations, can play to draw to drag and draw with the supporting role to two wall bodies, can strengthen connection and holding power between two wall bodies simultaneously.
4. This antidetonation anti-wind combination wall, connecting piece pass through first footstock and second footstock respectively with first wall body or second wall body coupling, and elastic deformation can take place for first footstock and second footstock after the atress, plays the cushioning effect, offsets the power that comes from the wall body, improves the shock attenuation effect.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention. The objectives and other advantages of the invention may be realized and attained by the means of the instrumentalities and combinations particularly pointed out hereinafter.
Drawings
For the purposes of promoting a better understanding of the objects, aspects and advantages of the invention, reference will now be made to the following detailed description taken in conjunction with the accompanying drawings in which:
FIG. 1 is a cross-sectional structural view of the anti-seismic wind-resistant composite wall of the present invention;
FIG. 2 is a schematic structural view of the anti-seismic wind-resistant composite wall of the present invention in vertical section;
FIG. 3 is a schematic structural diagram of a first wall of the earthquake-resistant and wind-resistant composite wall according to the present invention;
FIG. 4 is a schematic structural view of a second wall of the earthquake-resistant and wind-resistant composite wall according to the present invention;
FIG. 5 is an enlarged view taken at A of FIG. 1;
FIG. 6 is a schematic structural view of a connector in the earthquake-resistant and wind-resistant composite wall according to the present invention;
FIG. 7 is a schematic structural view of a shock absorbing member in the earthquake-resistant and wind-resistant composite wall according to the present invention.
Reference numerals: the heat insulation and vibration reduction wall comprises a first wall body 1, a first steel wire mesh 101, first reinforced concrete 102, a first upright post 103, a first side wall 104, a second wall body 2, a second side wall 201, a second steel wire mesh 202, a second upright post 203, second reinforced concrete 204, an expansion joint 205, heat insulation cotton 3, a vibration reduction piece 4, a first connecting plate 401, a vibration reduction plate 402, a second connecting plate 403, a baffle 5, a cross beam 6, a connecting bolt 7, a connecting piece 8, a first top foot 801, a second top foot 802, a bolt hole 803 and a base 9.
Detailed Description
The embodiments of the present invention are described below with reference to specific embodiments, and other advantages and effects of the present invention will be easily understood by those skilled in the art from the disclosure of the present specification. The invention is capable of other and different embodiments and of being practiced or of being carried out in various ways, and its several details are capable of modification in various respects, all without departing from the spirit and scope of the present invention. It should be noted that the drawings provided in the following embodiments are only for illustrating the basic idea of the present invention in a schematic way, and the features in the following embodiments and examples may be combined with each other without conflict.
Wherein the showings are for the purpose of illustrating the invention only and not for the purpose of limiting the same, and in which there is shown by way of illustration only and not in the drawings in which there is no intention to limit the invention thereto; to better illustrate the embodiments of the present invention, some parts of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.
The same or similar reference numerals in the drawings of the embodiments of the present invention correspond to the same or similar components; in the description of the present invention, it should be understood that if there is an orientation or positional relationship indicated by terms such as "upper", "lower", "left", "right", "front", "rear", etc., based on the orientation or positional relationship shown in the drawings, it is only for convenience of description and simplification of description, but it is not an indication or suggestion that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore, the terms describing the positional relationship in the drawings are only used for illustrative purposes, and are not to be construed as limiting the present invention, and the specific meaning of the terms may be understood by those skilled in the art according to specific situations.
As shown in fig. 1-2, an anti-seismic and anti-wind composite wall includes a first wall 1, a second wall 2, a shock-absorbing member 4, a cross beam 6, a connecting member 8 and a base 9, the first wall 1 is connected to the second wall 2 through the connecting member 8, the shock-absorbing member 4 is disposed between the first wall 1 and the second wall 2, the shock-absorbing member 4 is respectively connected to the first wall 1 and the second wall 2, a gap between the first wall 1 and the second wall 2 is filled with insulation cotton 3, first side walls 104 are disposed on two sides of the first wall 1, second side walls 201 are disposed on two sides of the second wall 2, the first side walls 104 are connected to the second side walls 201, as shown in fig. 5, expansion joints 205 are disposed between the first side walls 104 and the second wall 2, and between the second side walls 201 and the first wall 1, the upper ends of the first wall 1 and the second wall 2 are connected through the cross beam 6, and the upper ends of the cross beam 6 are respectively connected to the first wall 1, and the, The baffle 5 that second wall body 2 is connected, the lower extreme of first wall body 1 and second wall body 2 passes through the base 9 and connects.
In order to further improve the structural strength, as shown in fig. 3, the first wall 1 includes a first reinforced concrete 102, and first steel meshes 101 are disposed on both sides of the first reinforced concrete 102.
Further, a first upright column 103 is vertically arranged in the first reinforced concrete 102, the upper end of the first upright column 103 is connected with the cross beam 6, and the lower end of the first upright column 103 is connected with the base 9.
In order to balance the structural strength of the second wall body 2 and the first wall body 1, as shown in fig. 4, the second wall body 2 includes a second reinforced concrete 204, and second steel meshes 202 are disposed on both sides of the second reinforced concrete 204.
Further, a second upright column 203 is vertically arranged in the second reinforced concrete 204, the upper end of the second upright column 203 is connected with the cross beam 6, and the lower end of the second upright column 203 is connected with the base 9.
In order to enable the shock absorbing member to absorb shock and play a connecting role, as shown in fig. 7, the shock absorbing member 4 comprises a first connecting plate 401, a shock absorbing plate 402 and a second connecting plate 403, the shock absorbing plate 402 is an elastic plate, the shock absorbing plate 402 is obliquely arranged, one end of the shock absorbing plate 402 is connected with the first connecting plate 401, the other end of the shock absorbing plate 402 is connected with the second connecting plate 403, the first connecting plate 401 is connected with the first wall 1, and the second connecting plate 403 is connected with the second wall 2. This damper 4 simple structure, when two walls body received vibrations, can play to draw to drag and draw with the supporting role to two wall bodies, can strengthen connecting and holding power between two wall bodies simultaneously.
In order to enable the connecting piece to have a shock absorption effect, as shown in fig. 6, a first top leg 801 and a second top leg 802 are respectively arranged at two ends of the connecting piece 8, the connecting piece is respectively connected with the first wall 1 or the second wall 3 through the first top leg 801 and the second top leg 802, the first top leg 801 and the second top leg 802 can elastically deform after being stressed, so that a buffering effect is achieved, the force from the wall is counteracted, a bolt hole 803 is arranged in the middle of the connecting piece 8, a connecting bolt 7 is arranged between the first wall 1 and the second wall 2, and the connecting bolt 7 is matched with the bolt hole 803.
In order to ensure the connection strength of the connecting bolt 7 and prevent the phenomenon of wire separation between the connecting bolt 7 and the wall body. The connecting bolt 7 is connected to the first column 103 and the second column 203, respectively.
According to the invention, the damping piece 4 is arranged between the two walls, when the two walls are impacted or vibrated, the damping piece 4 can play a role in buffering and damping, the first wall 1 and the second wall 2 are mutually connected and mutually supported with the damping piece 4 through the connecting piece 8, so that the shearing resistance and the seismic performance of the walls are improved, the problem that the existing walls are fragile and easy to break is solved, and the use safety performance is improved.
Finally, the above embodiments are only intended to illustrate the technical solutions of the present invention and not to limit the present invention, and although the present invention has been described in detail with reference to the preferred embodiments, it will be understood by those skilled in the art that modifications or equivalent substitutions may be made on the technical solutions of the present invention without departing from the spirit and scope of the technical solutions, and all of them should be covered by the claims of the present invention.
Claims (8)
1. The utility model provides an antidetonation anti-wind combination wall which characterized in that: the heat-insulation wall comprises a first wall body, a second wall body, shock-absorption pieces, a cross beam, connecting pieces and a base, wherein the first wall body is connected with the second wall body through the connecting pieces, the shock-absorption pieces are arranged between the first wall body and the second wall body and are respectively connected with the first wall body and the second wall body, heat-insulation cotton is filled in gaps between the first wall body and the second wall body, first side walls are arranged on two sides of the first wall body, second side walls are arranged on two sides of the second wall body and are connected with each other, expansion joints are arranged between the first side walls and the second wall body and between the second side walls and the first wall body, the upper ends of the first wall body and the second wall body are connected through the cross beam, baffle plates respectively connected with the first wall body and the second wall body are arranged on the upper ends of the cross beam, and the lower ends of the first wall body and the second wall body are connected through the base.
2. An earthquake-resistant and wind-resistant composite wall as defined in claim 1, wherein: the first wall body comprises first reinforced concrete, and first steel wire meshes are arranged on two sides of the first reinforced concrete.
3. An earthquake-resistant and wind-resistant composite wall as defined in claim 2, wherein: a first upright column is vertically arranged in the first reinforced concrete, the upper end of the first upright column is connected with the cross beam, and the lower end of the first upright column is connected with the base.
4. An earthquake-resistant and wind-resistant combined wall as defined in claim 3, wherein: the second wall body comprises second reinforced concrete, and second steel wire meshes are arranged on two sides of the second reinforced concrete.
5. An earthquake-resistant and wind-resistant combined wall as defined in claim 4, wherein: and a second upright column is vertically arranged in the second reinforced concrete, the upper end of the second upright column is connected with the cross beam, and the lower end of the second upright column is connected with the base.
6. An earthquake-resistant and wind-resistant composite wall as defined in claim 1, wherein: the damping piece comprises a first connecting plate, a damping plate and a second connecting plate, the damping plate is an elastic plate, the damping plate is arranged in an inclined mode, one end of the damping plate is connected with the first connecting plate, the other end of the damping plate is connected with the second connecting plate, the first connecting plate is connected with a first wall body, and the second connecting plate is connected with a second wall body.
7. An earthquake-resistant and wind-resistant combined wall as defined in claim 5, wherein: the connecting piece is characterized in that a first supporting foot and a second supporting foot are arranged at two ends of the connecting piece respectively, the connecting piece is connected with a first wall body or a second wall body through the first supporting foot and the second supporting foot respectively, a bolt hole is formed in the middle of the connecting piece, a connecting bolt is arranged between the first wall body and the second wall body, and the connecting bolt is matched with the bolt hole.
8. An earthquake-resistant and wind-resistant composite wall as defined in claim 7, wherein: the connecting bolt is respectively connected with the first upright post and the second upright post.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910948769.9A CN110616824B (en) | 2019-10-08 | 2019-10-08 | Anti-seismic wind-resistant combined wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910948769.9A CN110616824B (en) | 2019-10-08 | 2019-10-08 | Anti-seismic wind-resistant combined wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110616824A true CN110616824A (en) | 2019-12-27 |
| CN110616824B CN110616824B (en) | 2021-02-02 |
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ID=68924981
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910948769.9A Active CN110616824B (en) | 2019-10-08 | 2019-10-08 | Anti-seismic wind-resistant combined wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN110616824B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112554396A (en) * | 2020-12-11 | 2021-03-26 | 李兴 | Wind-resistant building curtain wall with inner and outer layers capable of being mutually eliminated |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6443672A (en) * | 1987-08-07 | 1989-02-15 | Shimizu Construction Co Ltd | Structure of vibration-damping wall |
| JPH0781994A (en) * | 1993-08-09 | 1995-03-28 | Suchiraito Kogyo Kk | Mortar composition and executing method for mortar and executing method for sound insulating wall |
| CN2469085Y (en) * | 2001-03-17 | 2002-01-02 | 大庆油田建设设计研究院 | Composited with small blocks type sandwich wall |
| CN101831967A (en) * | 2010-04-28 | 2010-09-15 | 河海大学 | Open hollow steel section-thermal insulation core material-thin panel composite energy-saving external wall panel |
| CN201817931U (en) * | 2010-09-29 | 2011-05-04 | 刘春� | Low dead-weight bionic load-bearing wall |
| CN201991111U (en) * | 2011-01-02 | 2011-09-28 | 黑沙·木沙 | Water-proof, waterlogging prevention and shock-proof modularized wall |
| CN103669641A (en) * | 2012-09-13 | 2014-03-26 | 孙大勇 | Tying structure of sandwich thermal-insulating wall |
| CN205259389U (en) * | 2015-11-21 | 2016-05-25 | 山东科技大学 | Foamed aluminium inner panel viscous damping wall |
| CN206289745U (en) * | 2016-12-13 | 2017-06-30 | 中国能源建设集团江苏省电力设计院有限公司 | One kind power consumption spherical bearing |
-
2019
- 2019-10-08 CN CN201910948769.9A patent/CN110616824B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6443672A (en) * | 1987-08-07 | 1989-02-15 | Shimizu Construction Co Ltd | Structure of vibration-damping wall |
| JPH0781994A (en) * | 1993-08-09 | 1995-03-28 | Suchiraito Kogyo Kk | Mortar composition and executing method for mortar and executing method for sound insulating wall |
| CN2469085Y (en) * | 2001-03-17 | 2002-01-02 | 大庆油田建设设计研究院 | Composited with small blocks type sandwich wall |
| CN101831967A (en) * | 2010-04-28 | 2010-09-15 | 河海大学 | Open hollow steel section-thermal insulation core material-thin panel composite energy-saving external wall panel |
| CN201817931U (en) * | 2010-09-29 | 2011-05-04 | 刘春� | Low dead-weight bionic load-bearing wall |
| CN201991111U (en) * | 2011-01-02 | 2011-09-28 | 黑沙·木沙 | Water-proof, waterlogging prevention and shock-proof modularized wall |
| CN103669641A (en) * | 2012-09-13 | 2014-03-26 | 孙大勇 | Tying structure of sandwich thermal-insulating wall |
| CN205259389U (en) * | 2015-11-21 | 2016-05-25 | 山东科技大学 | Foamed aluminium inner panel viscous damping wall |
| CN206289745U (en) * | 2016-12-13 | 2017-06-30 | 中国能源建设集团江苏省电力设计院有限公司 | One kind power consumption spherical bearing |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112554396A (en) * | 2020-12-11 | 2021-03-26 | 李兴 | Wind-resistant building curtain wall with inner and outer layers capable of being mutually eliminated |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110616824B (en) | 2021-02-02 |
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Effective date of registration: 20231123 Address after: 509 Kangrui Times Square, Keyuan Business Building, 39 Huarong Road, Gaofeng Community, Dalang Street, Longhua District, Shenzhen, Guangdong Province, 518000 Patentee after: Shenzhen Litong Information Technology Co.,Ltd. Address before: 1139 Shifu Avenue, Taizhou, Zhejiang 318001 Patentee before: TAIZHOU University |
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