CN108005128A - A kind of sliding and shock isolation device and its construction method of high ductility Combined concrete masonry structure - Google Patents
A kind of sliding and shock isolation device and its construction method of high ductility Combined concrete masonry structure Download PDFInfo
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- CN108005128A CN108005128A CN201810064625.2A CN201810064625A CN108005128A CN 108005128 A CN108005128 A CN 108005128A CN 201810064625 A CN201810064625 A CN 201810064625A CN 108005128 A CN108005128 A CN 108005128A
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- 238000002955 isolation Methods 0.000 title claims abstract description 82
- 239000004567 concrete Substances 0.000 title claims abstract description 53
- 230000035939 shock Effects 0.000 title claims abstract description 37
- 238000010276 construction Methods 0.000 title claims abstract description 14
- 230000002787 reinforcement Effects 0.000 claims abstract description 39
- 239000010410 layer Substances 0.000 claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 24
- 239000010959 steel Substances 0.000 claims abstract description 24
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 19
- 239000002344 surface layer Substances 0.000 claims abstract description 16
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims abstract description 9
- 229910021389 graphene Inorganic materials 0.000 claims abstract description 9
- 239000011449 brick Substances 0.000 claims description 17
- 239000004570 mortar (masonry) Substances 0.000 claims description 10
- 239000004568 cement Substances 0.000 claims description 7
- 239000011083 cement mortar Substances 0.000 claims description 3
- 238000009413 insulation Methods 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 230000008602 contraction Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003475 lamination Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to a kind of sliding and shock isolation device and its construction method of high ductility Combined concrete masonry structure, to solve the problems, such as existing masonry structure building globality poor, shock resistance is insufficient, and Sliding-isolated Structures are by masonry wall, double ground collar tie beam, vertical reinforcement, transverse steel, through walls to drawing reinforcing bar, surface layer and Seismic Isolation of Isolation Layer to form.During construction, lower ground collar tie beam is first poured, then places malthoid, graphene as Seismic Isolation of Isolation Layer, then pours Shangdi collar tie beam, then masonry panel again, finally smears high ductility concrete in surface of wall pressure.The thought of the high ductility Combined concrete masonry structure sliding and shock isolation of bar-mat reinforcement of the present invention, wall is formed using bar-mat reinforcement and higher-strength and the high ductility concrete of toughness and is wrapped up, improve the globality in house, under horizontal earthquake action, the sliding rupture of Seismic Isolation of Isolation Layer causes house that integral slipping occurs, so as to prevent being communicated up for seismic force, while masonry house globality and durability are more preferable, and construction is simple, low engineering cost.
Description
Technical field
The present invention relates to building structure shock insulation field in field of civil engineering, is specially that one kind is created for single or multiple lift
The earthquake isolating equipment and its construction method of masonry structure.
Background technology
Masonry structure is mainly built by laying bricks or stones by block and mortar and formed, and since construction quality differs greatly, intensity is relatively low,
Discreteness is big, its tension, shearing resistance and anti-bending bearing capacity are all relatively low, and globality poor.It is carried after masonry wall cracking in earthquake
Power declines rapidly, easily collapses, and causes casualties and serious economic loss that earthquake region is huge.Masonry structure is in China
It is particularly important using the research work than wide, therefore to masonry structure.It is existing《Seismic design provision in building code》Middle pass
In the design of masonry structure carried out based on Seismic Bearing Capacity, but it is the randomness due to geological process, contingency, unpredictable
Property, the problem of causing the shock resistance of masonry structure to be still faced with sternness.
The content of the invention
The problem of the purpose of the present invention is overcoming shock resistance existing for existing masonry structure poor.
For this reason, the present invention provides a kind of sliding and shock isolation device of high ductility Combined concrete masonry structure, including masonry
Wall, the masonry wall bottom are equipped with Shangdi collar tie beam and lower ground collar tie beam, are provided with Seismic Isolation of Isolation Layer at lower ground collar tie beam, block more than Seismic Isolation of Isolation Layer
The two-sided pressure float coat in body wall outer surface.
The Seismic Isolation of Isolation Layer is that malthoid or graphene are laid between Shangdi collar tie beam and lower ground collar tie beam.
Further include binding masonry wall surface bar-mat reinforcement, bar-mat reinforcement by vertical reinforcement, transverse steel and it is through walls to draw steel
Muscle forms, and some vertical reinforcements and transverse steel square crossing are bound on masonry wall surface in netted, and some through walls to drawing
Reinforcing bar is embedded in the vertical mortar joint of masonry wall, and is arranged along metope in plum blossom-shaped.
The spacing of diameter >=10mm of the vertical reinforcement, diameter >=8mm of transverse steel, vertical reinforcement and transverse steel
For 150~300mm, a diameter of 6mm through walls to drawing reinforcing bar, spacing≤600mm through walls to drawing reinforcing bar.
The masonry wall is newly-built brick masonry wall or newly-built block masonry wall, and the surface layer that surface of wall pressure is smeared mixes for high ductility
Solidifying soil surface layer or cement screedn.
The masonry wall is newly-built brick masonry wall or newly-built block masonry wall, and the surface layer that surface of wall pressure is smeared mixes for high ductility
Solidifying soil, thickness is 10~30mm.
The high ductility concrete topping or cement screedn wrap up vertical reinforcement and transverse steel, thickness for 25~
55mm。
The Shangdi collar tie beam and lower geosphere beam section width are wall thickness, are highly 240~300mm, and constructional column is from Shangdi
Collar tie beam starts to pour and is not attached to lower ground collar tie beam.
A kind of construction method of the sliding and shock isolation device of high ductility Combined concrete masonry structure, comprises the following steps：
Step 1：Lower ground collar tie beam is poured on basis；
Step 2：Malthoid or graphene are set as Seismic Isolation of Isolation Layer on lower ground collar tie beam upper berth；
Step 3：Pour Shangdi collar tie beam；
Step 4：Build masonry wall by laying bricks or stones；
Step 5：On masonry wall surface, two-sided pressure smears the surface layer of the high ductility concrete of 10~30mm thickness.
A kind of construction method of the sliding and shock isolation device of high ductility Combined concrete masonry structure, comprises the following steps：
Step 1：Lower ground collar tie beam is poured on basis；
Step 2：Malthoid or graphene are set as Seismic Isolation of Isolation Layer on lower ground collar tie beam upper berth；
Step 3：Pour Shangdi collar tie beam；
Step 4：Build masonry wall by laying bricks or stones, and it is through walls to drawing reinforcing bar by plum blossom-shaped embedment in vertical mortar joint；
Step 5：Vertical reinforcement and transverse steel are bound on masonry wall surface；
Step 6：On masonry wall surface, pressure smears the thick high ductility concrete of 30mm or the surface layer of cement mortar.
Beneficial effects of the present invention：
（1）Present invention introduces the thought of sliding and shock isolation, the thought of sliding and shock isolation is introduced, by setting double ground collar tie beam and Seismic Isolation of Isolation Layer,
And masonry wall is smeared using the lamination of high ductility concrete surface, it is good using the mechanical property advantage of high ductility concrete and between masonry
Good adhesive property, improves the globality of masonry structure, and in horizontal earthquake action, it is broken that sliding occurs by bottom Seismic Isolation of Isolation Layer
It is bad, being communicated up for seismic force is prevented, avoids masonry structure that collapse occurs under geological process.
（2）The present invention is embedded to through walls to drawing reinforcing bar, and assembling reinforcement net in the vertical mortar joint of masonry wall, both construction is simple,
It in turn ensure that effect of contraction of the bar-mat reinforcement with high ductility concrete topping to masonry wall.
（3）The high ductility concrete that the present invention uses is that one kind has high intensity, high ductility, high-durability and high damnification resistant
The ecological architectural material of ability, forms masonry structure using it and wraps up, strengthen the effect of contraction to wall, be remarkably improved block
The globality and anti-seismic performance of body structural building.
（4）Easy construction of the present invention, quick, the high ductility concrete better economy of use, and press float coat relatively thin, it is right
Wall is substantially harmless, and masonry structure building globality is preferable, has good durability.
The present invention is described in further details below with reference to attached drawing.
Brief description of the drawings
Fig. 1 is the exterior wall bottom way schematic diagram of the sliding and shock isolation device of high ductility Combined concrete masonry structure；
Fig. 2 is the interior wall bottom way schematic diagram of the sliding and shock isolation device of high ductility Combined concrete masonry structure；
Fig. 3 is 1 schematic top plan view of longitudinal cross wall junction way of the sliding and shock isolation device of high ductility Combined concrete masonry structure；
Fig. 4 is 2 schematic top plan view of longitudinal cross wall junction way of the sliding and shock isolation device of high ductility Combined concrete masonry structure.
Fig. 5 is the sliding and shock isolation device exterior wall bottom way schematic diagram of the high ductility Combined concrete masonry structure of bar-mat reinforcement；
Fig. 6 is the sliding and shock isolation device interior wall bottom way schematic diagram of the high ductility Combined concrete masonry structure of bar-mat reinforcement；
Fig. 7 is that the vertical view of sliding and shock isolation device longitudinal cross wall junction way 1 of the high ductility Combined concrete masonry structure of bar-mat reinforcement is shown
It is intended to；
Fig. 8 is that the vertical view of sliding and shock isolation device longitudinal cross wall junction way 2 of the high ductility Combined concrete masonry structure of bar-mat reinforcement is shown
It is intended to；
Fig. 9 arranges schematic diagram for reinforced mesh.
Description of reference numerals：1st, masonry wall；2nd, surface layer；3rd, vertical reinforcement；4th, it is through walls to drawing reinforcing bar；5th, Shangdi collar tie beam；6、
Seismic Isolation of Isolation Layer；7th, lower ground collar tie beam；8th, transverse steel.
Embodiment
Embodiment 1：
Present embodiments provide a kind of sliding and shock isolation device of high ductility Combined concrete masonry structure, as Fig. 1 and Fig. 2, Fig. 3,
Shown in Fig. 4, including 1 bottom of masonry wall described in masonry wall 1 is equipped with Shangdi collar tie beam 5 and lower ground collar tie beam 7, is provided with lower ground collar tie beam 7
Seismic Isolation of Isolation Layer 6, the two-sided pressure in 1 outer surface of masonry wall of Seismic Isolation of Isolation Layer more than 6 smear high ductility concrete topping 2.The Seismic Isolation of Isolation Layer 6 is upper
Malthoid or graphene are laid between ground collar tie beam 5 and lower ground collar tie beam 7.The masonry wall 1 is newly-built brick masonry wall or block masonry wall,
The thickness for the high ductility concrete topping 2 that surface of wall pressure is smeared is 10~30mm.7 section of Shangdi collar tie beam 5 and lower ground collar tie beam
Width is wall thickness, is highly 240~300mm, and constructional column is poured since Shangdi collar tie beam 5 and is not attached to lower ground collar tie beam 7.
The sliding and shock isolation device of the high ductility Combined concrete masonry structure of the present embodiment, Specific construction process are as follows：
Step 1：Lower ground collar tie beam 7 is poured on basis, cross-sectional sizes are 240mm × 300mm；
Step 2：Malthoid is laid with lower ground collar tie beam 7 as Seismic Isolation of Isolation Layer 6；
Step 3：Shangdi collar tie beam 5 is poured, cross-sectional sizes are 240mm × 300mm；
Step 4：Build brick masonry wall 1 by laying bricks or stones；
Step 5：On 1 surface of masonry wall, two-sided pressure smears the thick high ductility concrete toppings 2 of 20mm.
Embodiment 2：
A kind of sliding and shock isolation device of the high ductility Combined concrete masonry structure of bar-mat reinforcement is present embodiments provided, such as Fig. 5 and Fig. 6
It is shown, including masonry wall 1 and bar-mat reinforcement of the binding on 1 surface of masonry wall, 1 bottom of masonry wall is equipped with Shangdi collar tie beam 5 with
Ground collar tie beam 7, is provided with Seismic Isolation of Isolation Layer 6, the two-sided pressure float coat 2 in 1 outer surface of masonry wall of Seismic Isolation of Isolation Layer more than 6 at lower ground collar tie beam 7.It is described
Seismic Isolation of Isolation Layer 6 is that malthoid or graphene are laid between Shangdi collar tie beam 5 and lower ground collar tie beam 7.As shown in Figure 7, Figure 8 and Figure 9, the steel
Muscle net by vertical reinforcement 3, transverse steel 8 and it is through walls to draw reinforcing bar 4 form, some vertical reinforcements 3 and transverse steel 8 are vertically handed over
For fork in netted binding on 1 surface of masonry wall, some are through walls to drawing reinforcing bar 4 to be embedded in the vertical mortar joint of masonry wall 1, and along wall
Face is arranged in plum blossom-shaped.Diameter >=10mm of the vertical reinforcement 3, diameter >=8mm of transverse steel 8, vertical reinforcement 3 and transverse direction
The spacing of reinforcing bar 8 is 150~300mm, a diameter of 6mm through walls to drawing reinforcing bar 4, spacing≤600mm through walls to drawing reinforcing bar 4.
The masonry wall 1 is that newly-built brick masonry wall or newly-built block masonry wall, the surface layer 2 that surface of wall pressure is smeared are high ductility concrete surface
Layer or cement screedn.The high ductility concrete topping or cement screedn wrap vertical reinforcement 3 and transverse steel 8
Wrap up in, thickness is 25~55mm.7 cross-sectional width of the Shangdi collar tie beam 5 and lower ground collar tie beam is wall thickness, is highly 240~300mm, and
Constructional column is poured since Shangdi collar tie beam 5 and is not attached to lower ground collar tie beam 7.
In the present embodiment, the sliding and shock isolation device of the high ductility Combined concrete masonry structure of the bar-mat reinforcement is mixed using high ductility
Solidifying soil is used as surface layer, and as shown in Figure 5,6, work progress is as follows for masonry structure inner-outer wall：
Step 1：Lower ground collar tie beam 7 is poured on basis, cross-sectional sizes are 240mm × 300mm；
Step 2：Malthoid is laid with lower ground collar tie beam 7 as Seismic Isolation of Isolation Layer 6；
Step 3：Shangdi collar tie beam 5 is poured, cross-sectional sizes are 240mm × 300mm；
Step 4：Build brick masonry wall 1 by laying bricks or stones, and through walls to drawing reinforcing bar 4 by plum blossom-shaped embedment in vertical mortar joint, spacing 500mm, directly
Footpath 6mm；
Step 5：Vertical reinforcement 3 and transverse steel 8,3 a diameter of 10mm of vertical reinforcement, transverse steel are bound on 1 surface of masonry wall
8 a diameter of 8mm, spacing are 250mm；
Step 6：On 1 surface of masonry wall, pressure smears the thick high ductility concrete toppings 2 of 30mm.
In the present embodiment, the sliding and shock isolation device of the high ductility Combined concrete masonry structure of the bar-mat reinforcement uses cement mortar
As surface layer, as shown in Figure 5,6, work progress is as follows for masonry structure inner-outer wall：
Step 1：Lower ground collar tie beam 7 is poured on basis, cross-sectional sizes are 240mm × 300mm；
Step 2：Malthoid is laid with lower ground collar tie beam 7 as Seismic Isolation of Isolation Layer 6；
Step 3：Shangdi collar tie beam 5 is poured, cross-sectional sizes are 240mm × 300mm；
Step 4：Build brick masonry wall 1 by laying bricks or stones, and through walls to drawing reinforcing bar 4 by plum blossom-shaped embedment in vertical mortar joint, spacing 500mm, directly
Footpath 6mm；
Step 5：Vertical reinforcement 3 and transverse steel 8,3 a diameter of 10mm of vertical reinforcement, transverse steel are bound on 1 surface of masonry wall
8 a diameter of 8mm, spacing are 250mm；
Step 6：On 1 surface of masonry wall, pressure smears 45mm solid cements mortar 2, strength grade M15.
The present invention quotes the thought of sliding and shock isolation, using the mechanical property advantage of high ductility concrete and between masonry wall
Good adhesive property, and reinforced mesh improve the globality of masonry structure, pass through bottom to the effect of contraction of masonry wall
The sliding rupture of Seismic Isolation of Isolation Layer prevents being communicated up for geological process, avoids masonry structure under severe earthquake action and collapses destruction.
High ductility concrete used by the same time has good durability, and the service life of extending structure, reduces economic, society
Cost, reduces the repair after masonry structure macroseism.
The foregoing examples are only illustrative of the present invention, does not form the limitation to protection scope of the present invention, all
It is to be belonged to the same or similar design of the present invention within protection scope of the present invention.The portion that the present embodiment does not describe in detail
The well-known components and common structure or conventional means of part and the structure category industry, do not describe one by one here.
Claims (10)
1. a kind of sliding and shock isolation device of high ductility Combined concrete masonry structure, including masonry wall（1）, it is characterised in that：Institute
State masonry wall（1）Bottom is equipped with Shangdi collar tie beam（5）With lower ground collar tie beam（7）, lower ground collar tie beam（7）Place is provided with Seismic Isolation of Isolation Layer（6）, shock insulation
Layer（6）Masonry wall above（1）The two-sided pressure float coat in outer surface（2）.
2. the sliding and shock isolation device of high ductility Combined concrete masonry structure as claimed in claim 1, it is characterised in that：It is described
Seismic Isolation of Isolation Layer（6）For in Shangdi collar tie beam（5）With lower ground collar tie beam（7）Between be laid with malthoid or graphene.
3. the sliding and shock isolation device of high ductility Combined concrete masonry structure as claimed in claim 1, it is characterised in that：Also wrap
Binding is included in masonry wall（1）The bar-mat reinforcement on surface, bar-mat reinforcement is by vertical reinforcement（3）, transverse steel（8）With through walls to drawing reinforcing bar
（4）Composition, some vertical reinforcements（3）And transverse steel（8）Square crossing is in netted binding in masonry wall（1）Surface, it is some
Root is through walls to drawing reinforcing bar（4）It is embedded in masonry wall（1）Vertical mortar joint in, and along metope in plum blossom-shaped arrange.
4. the sliding and shock isolation device of high ductility Combined concrete masonry structure as claimed in claim 3, it is characterised in that：It is described
Vertical reinforcement（3）Diameter >=10mm, transverse steel（8）Diameter >=8mm, vertical reinforcement（3）And transverse steel（8）Spacing
It is through walls to drawing reinforcing bar for 150~300mm（4）A diameter of 6mm, it is through walls to draw reinforcing bar（4）Spacing≤600mm.
5. the sliding and shock isolation device of high ductility Combined concrete masonry structure as claimed in claim 3, it is characterised in that：It is described
Masonry wall（1）For newly-built brick masonry wall or newly-built block masonry wall, the surface layer that surface of wall pressure is smeared（2）For high ductility concrete surface
Layer or cement screedn.
6. the sliding and shock isolation device of high ductility Combined concrete masonry structure as claimed in claim 1, it is characterised in that：It is described
Masonry wall（1）For newly-built brick masonry wall or newly-built block masonry wall, the surface layer that surface of wall pressure is smeared（2）For high ductility concrete,
Thickness is 10~30mm.
7. the sliding and shock isolation device of high ductility Combined concrete masonry structure as claimed in claim 5, it is characterised in that：It is described
High ductility concrete topping or cement screedn are by vertical reinforcement（3）And transverse steel（8）Parcel, thickness is 25~55mm.
8. the sliding and shock isolation device of high ductility Combined concrete masonry structure as claimed in claim 1, it is characterised in that：It is described
Shangdi collar tie beam（5）With lower ground collar tie beam（7）Cross-sectional width is wall thickness, is highly 240~300mm, and constructional column is from Shangdi collar tie beam（5）
Start to pour and with lower ground collar tie beam（7）It is not attached to.
A kind of 9. sliding of high ductility Combined concrete masonry structure as described in any claim in claim 1,2,6,8
The construction method of earthquake isolating equipment, it is characterised in that comprise the following steps：
Step 1：Lower ground collar tie beam is poured on basis（7）；
Step 2：In lower ground collar tie beam（7）Upper laying malthoid or graphene are as Seismic Isolation of Isolation Layer（6）；
Step 3：Pour Shangdi collar tie beam（5）；
Step 4：Build masonry wall by laying bricks or stones（1）；
Step 5：In masonry wall（1）The two-sided pressure in surface smears the surface layer of the high ductility concrete of 10~30mm thickness（2）.
A kind of 10. high ductility Combined concrete masonry knot as described in any claim in claim 1,2,3,4,5,7,8
The construction method of the sliding and shock isolation device of structure, it is characterised in that comprise the following steps：
Step 1：Lower ground collar tie beam is poured on basis（7）；
Step 2：In lower ground collar tie beam（7）Upper laying malthoid or graphene are as Seismic Isolation of Isolation Layer（6）；
Step 3：Pour Shangdi collar tie beam（5）；
Step 4：Build masonry wall by laying bricks or stones（1）, and it is through walls to drawing reinforcing bar by plum blossom-shaped embedment in vertical mortar joint（4）；
Step 5：In masonry wall（1）Surface binds vertical reinforcement（3）And transverse steel（8）；
Step 6：In masonry wall（1）Surface pressure smears the thick high ductility concrete of 30mm or the surface layer of cement mortar（2）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810064625.2A CN108005128A (en) | 2018-01-23 | 2018-01-23 | A kind of sliding and shock isolation device and its construction method of high ductility Combined concrete masonry structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810064625.2A CN108005128A (en) | 2018-01-23 | 2018-01-23 | A kind of sliding and shock isolation device and its construction method of high ductility Combined concrete masonry structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108005128A true CN108005128A (en) | 2018-05-08 |
Family
ID=62066213
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810064625.2A Pending CN108005128A (en) | 2018-01-23 | 2018-01-23 | A kind of sliding and shock isolation device and its construction method of high ductility Combined concrete masonry structure |
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| CN (1) | CN108005128A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110965834A (en) * | 2019-11-01 | 2020-04-07 | 中国建筑股份有限公司 | Graphene-based shock insulation support and construction method thereof |
| CN114622589A (en) * | 2021-12-21 | 2022-06-14 | 浙江省建筑设计研究院 | Building structure construction method using high-ductility concrete belt to replace settlement post-cast belt |
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| CN101845910A (en) * | 2010-05-21 | 2010-09-29 | 重庆大学 | Bitumen sand cushion energy-dissipating and shock-absorbing building |
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| CN205557607U (en) * | 2016-03-17 | 2016-09-07 | 四川万泰隔震科技有限公司 | Rural house shock isolation device |
| CN206655345U (en) * | 2016-12-30 | 2017-11-21 | 西安五和土木工程新材料有限公司 | A kind of high ductility Combined concrete seismic structural wall, earthquake resistant wall |
| CN207919605U (en) * | 2018-01-23 | 2018-09-28 | 西安建筑科技大学 | A kind of sliding and shock isolation device of high ductility Combined concrete masonry structure |
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- 2018-01-23 CN CN201810064625.2A patent/CN108005128A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101845910A (en) * | 2010-05-21 | 2010-09-29 | 重庆大学 | Bitumen sand cushion energy-dissipating and shock-absorbing building |
| CN205557607U (en) * | 2016-03-17 | 2016-09-07 | 四川万泰隔震科技有限公司 | Rural house shock isolation device |
| CN105625598A (en) * | 2016-03-24 | 2016-06-01 | 新疆大学 | Under-wall shock isolation device and shock isolation layer structure |
| CN206655345U (en) * | 2016-12-30 | 2017-11-21 | 西安五和土木工程新材料有限公司 | A kind of high ductility Combined concrete seismic structural wall, earthquake resistant wall |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110965834A (en) * | 2019-11-01 | 2020-04-07 | 中国建筑股份有限公司 | Graphene-based shock insulation support and construction method thereof |
| CN110965834B (en) * | 2019-11-01 | 2023-01-03 | 中国建筑股份有限公司 | Graphene-based shock insulation support and construction method thereof |
| CN114622589A (en) * | 2021-12-21 | 2022-06-14 | 浙江省建筑设计研究院 | Building structure construction method using high-ductility concrete belt to replace settlement post-cast belt |
| CN114622589B (en) * | 2021-12-21 | 2024-05-31 | 浙江省建筑设计研究院 | Construction method for building structure by replacing sedimentation post-pouring belt with high-ductility concrete belt |
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Application publication date: 20180508 |