CN108951906A - A kind of energy dissipation apparatus and its installation method of masonry structure key position - Google Patents
A kind of energy dissipation apparatus and its installation method of masonry structure key position Download PDFInfo
- Publication number
- CN108951906A CN108951906A CN201810797094.8A CN201810797094A CN108951906A CN 108951906 A CN108951906 A CN 108951906A CN 201810797094 A CN201810797094 A CN 201810797094A CN 108951906 A CN108951906 A CN 108951906A
- Authority
- CN
- China
- Prior art keywords
- steel
- energy dissipation
- wall
- sleeve bearing
- masonry structure
- 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.)
- Granted
Links
Classifications
-
- 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
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention discloses the energy dissipation apparatus and its installation method of a kind of masonry structure key position, including metope, the surface parallelly distribute on of metope has the corresponding window opening in position, metope between window opening is set as wall between windows, the steel that the surrounding of window opening is provided with socket masonry wall is nested, the surface of steel nesting is provided with the integrally formed sleeve bearing of welding manner, sleeve bearing is in setting, each pair of sleeve bearing towards identical, steel are screwed with inside each pair of sleeve bearing, the surface of steel is cased with anti-buckling confinement sleeve, turnbuckle is provided at hollow opposition between steel, steel inside each pair of sleeve bearing, confinement sleeve, the energy dissipation reinforcing bar of turnbuckle composition wall between windows, wall between windows are avoided X-shaped cross fracture occur, so that causing building total Collapse, to which the comprehensive whole sidesway for improving masonry structure is rigid Degree and ductility, are a kind of good innovation schemes, are very promising for marketing..
Description
Technical field
The present invention relates to Structures Reinforced Technique fields, consume more particularly to a kind of antidetonation of masonry structure key position
It can device and its installation method.
Background technique
Wall between windows are force parts very crucial in masonry structure, have both born the vertical Compression effect of superstructure
The horizontal loads of earthquake and wind are also subjected to, especially wall between windows easily will appear X-shaped cross fracture after big shake, so that causing
Building total Collapse, the masonry structure building largely to collapse in Wenchuan earthquake demonstrate this point completely, and there is very
Big security risk, it is especially particularly important to some outstanding historical protective buildings objects, small-sized museum of cities and counties, and at present these
Building is without corresponding energy dissipation technology, and there is deficiencies, is not able to satisfy the demand of social development.
In conclusion in view of the drawbacks of the prior art, it is accordingly required in particular to a kind of energy dissipation dress of masonry structure key position
It sets, so as to solve the deficiencies in the prior art.
Summary of the invention
Aiming at the problems existing in the prior art, there is security risk in earthquake, the present invention proposes a kind of masonry knot
The energy dissipation apparatus and its installation method of structure key position, it is novel in design, both can achieve to wall between windows carry out horizontal direction by
Area's reinforcing is cut, and wall between windows can be formed simultaneously with local small-sized tension and compression energy dissipator, security performance is excellent, has solved existing skill
The defect of art.
To achieve the goals above, technical scheme is as follows:
A kind of energy dissipation apparatus of masonry structure key position, including metope, the surface parallelly distribute on of metope have position
Corresponding window opening, the metope between window opening are set as wall between windows, and the steel that the surrounding of window opening is provided with socket masonry wall is nested, steel
Nested surface is provided with the integrally formed sleeve bearing of welding manner, and sleeve bearing is in setting, each pair of sleeve bearing
Towards identical, be screwed with steel inside each pair of sleeve bearing, the surface of steel is cased with anti-buckling confinement sleeve, steel it
Between be provided with turnbuckle at hollow opposition, between the steel, confinement sleeve, turnbuckle composition window inside each pair of sleeve bearing
The energy dissipation reinforcing bar of wall.
Further, for carbon steel, the shape of steel nesting is in U-shape the material that the steel nesting uses.
Further, the sleeve bearing between adjacent window opening of the present invention is in same level.
Further, steel nesting is provided with inside and outside window opening of the present invention.
Further, turnbuckle of the present invention is using high-intensitive enclosed turnbuckle.
Further, steel of the present invention are cylindric, and steel are used using low yield strength energy consumption steel, steel
LY100 or LY160 or LY225.
Further, sleeve bearing beveled end of the present invention is provided with energy dissipation reinforcing bar arranged in a crossed manner.
A kind of installation method of the energy dissipation apparatus of masonry structure key position, the steps include:
1) will in the sleeve bearing of setting according to design requirement, adjust direction, it is embedding to be welded on U-shaped ordinary steel in advance
It puts on；
2) U-shaped steel nesting is respectively put at the window opening of wall between windows two sides；
3) circle energy consumption steel one end is screwed into circular casing support and is connected, then circle energy consumption steel from its other end
Anti-buckling confinement sleeve is put on, is then connect by high-intensitive enclosed turnbuckle with another round energy consumption steel, then
Form a complete energy consumption reinforcing bar with tension and compression back and forth, hysteretic energy；
4) step 3 is repeated according to design requirement, energy consumption reinforcing bar is by horizontal direction and intersects and forms local drawing to forming
Energy dissipator is pressed, that is, completes the arrangement of the energy dissipation of wall between windows at this；
5) step 2 and step 3 are repeated according to design requirement, two-sided setting inside and outside wall finally completed masonry structure
Whole energy dissipation arrangement.
The beneficial effects of the present invention are: production is simple, and it is easy for construction, it both can achieve and wall between windows progress horizontal direction cut
Area reinforces, and wall between windows can be formed simultaneously with local small-sized tension and compression energy dissipator, and security performance is excellent, and wall between windows is avoided to occur
X-shaped cross fracture, so that cause building total Collapse, thus the comprehensive whole endurance and stiffness and ductility for improving masonry structure,
Practical performance is excellent, is a kind of good innovation scheme, is very promising for marketing..
Detailed description of the invention
The following describes the present invention in detail with reference to the accompanying drawings and specific embodiments:
Fig. 1 is the wall between windows location drawing of the invention；
Fig. 2 is the structure chart of energy dissipation of the invention；
Fig. 3 is A-A sectional view of the present invention；
Fig. 4 is B-B sectional view of the present invention；
Fig. 5 is energy dissipation metope structure figure of the invention；
100- metope in figure, 110- window opening, 120- steel, 130- turnbuckle, 140- steel is nested, 150- masonry wall,
160- sleeve bearing.
Specific embodiment
In order to be easy to understand the technical means, the creative features, the aims and the efficiencies achieved by the present invention, tie below
Conjunction is specifically illustrating, and the present invention is further explained.
Referring to Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, a kind of energy dissipation apparatus of masonry structure key position, including metope
100, the surface parallelly distribute on of metope 100 has the corresponding window opening 110 in position, and the metope between window opening 110 is set as wall between windows,
The surrounding of window opening 110 is provided with the steel nesting 140 of socket masonry wall 150, and the surface of steel nesting 140 is provided with welding manner
Integrally formed sleeve bearing 160, sleeve bearing 160 be in setting, each pair of sleeve bearing 160 towards identical, each pair of casing
It is screwed with steel 120 inside support 160, the surface of steel 120 is cased with anti-buckling confinement sleeve, hollow between steel 120
Opposition at be provided with turnbuckle 130,130 groups of steel 120, confinement sleeve, turnbuckle inside each pair of sleeve bearing 160
At the energy dissipation reinforcing bar of wall between windows.
In addition, the material that steel nesting 140 uses is carbon steel, the shape of steel nesting 140 is in U-shape.Between adjacent window opening 110
Sleeve bearing 160 be in same level.Steel nesting 140 is provided with inside and outside window opening 110.Turnbuckle 130 is adopted
With high-intensitive enclosed turnbuckle.Steel 120 be it is cylindric, steel 120 are consumed energy steel using low yield strength, and steel 120 adopt
With LY100 or LY160 or LY225.160 beveled end of sleeve bearing is provided with energy dissipation reinforcing bar arranged in a crossed manner.
A kind of installation method of the energy dissipation apparatus of masonry structure key position,
1) will in the sleeve bearing of setting according to design requirement, adjust direction, it is embedding to be welded on U-shaped ordinary steel in advance
It puts on；
2) U-shaped steel nesting is respectively put at the window opening of wall between windows two sides；
3) circle energy consumption steel one end is screwed into circular casing support and is connected, then circle energy consumption steel from its other end
Anti-buckling confinement sleeve is put on, is then connect by high-intensitive enclosed turnbuckle with another round energy consumption steel, then
Form a complete energy consumption reinforcing bar with tension and compression back and forth, hysteretic energy；
4) step 3 is repeated according to design requirement, energy consumption reinforcing bar is by horizontal direction and intersects and forms local drawing to forming
Energy dissipator is pressed, that is, completes the arrangement of the energy dissipation of wall between windows at this；
5) step 2 and step 3 are repeated according to design requirement, two-sided setting inside and outside wall finally completed masonry structure
Whole energy dissipation arrangement.
The present invention is arranged by the energy dissipation to many places wall between windows, both can achieve and has been cut to wall between windows progress horizontal direction
Area reinforces, and wall between windows can also be formed simultaneously with local small-sized tension and compression energy dissipator, guarantee wall between windows small shake, middle shake even
Big shake is lower to enter surrender energy consumption state stage by stage, thus the comprehensive overall stiffness, bearing capacity, ductility for improving masonry structure and
Energy dissipation capacity.
The present invention is in Current Building ' earthquake resistant code, about tool of the building structure seismic performance target in masonry structure
Body is expanded and is implemented, and especially has reality to important building (such as outstanding historical protective buildings object, small-sized museum of cities and counties)
The necessity of application.
For the present invention in small earthquake situations condition, the horizontal direction that wall between windows can be improved is cut area's ability, in, when big earthquake situations condition,
Local small-sized tension and compression energy dissipator can be formed at wall between windows, guarantee that wall between windows can enter surrender consumption under middle shake, big shake
It can state；Wall between windows are avoided X-shaped cross fracture occur, so that causing building total Collapse, so that comprehensive improve masonry structure
Whole endurance and stiffness and ductility the large and medium-sized energy dissipation brace form of building structure is shifted, and extend to miniaturization
Masonry structure.Since masonry structure entirety endurance and stiffness is weaker (compared with reinforced concrete structure), thus the antidetonation minimized
Energy-consuming device more meets the anti-seismic performance requirement of masonry structure, and the two more matches, and practical performance is strong.
The beneficial effects of the present invention are: production is simple, and it is easy for construction, it both can achieve and wall between windows progress horizontal direction cut
Area reinforces, and wall between windows can be formed simultaneously with local small-sized tension and compression energy dissipator, and security performance is excellent, and wall between windows is avoided to occur
X-shaped cross fracture, so that cause building total Collapse, thus the comprehensive whole endurance and stiffness and ductility for improving masonry structure,
Practical performance is excellent, is a kind of good innovation scheme, is very promising for marketing..
It should be understood by those skilled in the art that the present invention is not limited to the above embodiments, above-described embodiment and explanation
It is merely illustrated the principles of the invention described in book, the present invention also has each without departing from the spirit and scope of the present invention
Kind changes and improvements, these changes and improvements all fall within the protetion scope of the claimed invention.The claimed scope of the invention by
Appended claims and its equivalent define.
Claims (8)
1. a kind of energy dissipation apparatus of masonry structure key position, including metope, the surface parallelly distribute on of metope have position phase
Corresponding window opening, the metope between window opening are set as wall between windows, it is characterised in that: the surrounding of window opening is provided with socket masonry wall
Steel is nested, and the surface of steel nesting is provided with the integrally formed sleeve bearing of welding manner, and sleeve bearing is each pair of in setting
Sleeve bearing towards identical, steel are screwed with inside each pair of sleeve bearing, the surface of steel is cased with anti-buckling about collar
It manages, is provided with turnbuckle at hollow opposition between steel, steel, confinement sleeve, gaily decorated basket spiral shell inside each pair of sleeve bearing
The energy dissipation reinforcing bar of silk composition wall between windows.
2. a kind of energy dissipation apparatus of masonry structure key position according to claim 1, it is characterised in that: the steel
For carbon steel, the shape of steel nesting is in U-shape the material that nesting uses.
3. a kind of energy dissipation apparatus of masonry structure key position according to claim 1, it is characterised in that: the phase
Sleeve bearing between adjacent window opening is in same level.
4. a kind of energy dissipation apparatus of masonry structure key position according to claim 1, it is characterised in that: the window
Steel nesting is provided with inside and outside hole.
5. a kind of energy dissipation apparatus of masonry structure key position according to claim 1, it is characterised in that: the flower
Basket screw is using high-intensitive enclosed turnbuckle.
6. a kind of energy dissipation apparatus of masonry structure key position according to claim 1, the steel be it is cylindric,
Steel use LY100 or LY160 or LY225 using low yield strength energy consumption steel, steel.
7. a kind of energy dissipation apparatus of masonry structure key position according to claim 1, it is characterised in that: sleeve bearing
Beveled end is provided with energy dissipation reinforcing bar arranged in a crossed manner.
8. a kind of installation method of the energy dissipation apparatus of masonry structure key position, it is characterised in that: the steps include:
1) will in the sleeve bearing of setting according to design requirement, adjust direction, it is nested to be welded on U-shaped ordinary steel in advance
On；
2) U-shaped steel nesting is respectively put at the window opening of wall between windows two sides；
3) circle energy consumption steel one end is screwed into circular casing support and is connected, then circle energy consumption steel from its other end set
Then anti-buckling confinement sleeve is connect with another round energy consumption steel by high-intensitive enclosed turnbuckle, is then formed
A piece complete energy consumption reinforcing bar with tension and compression back and forth, hysteretic energy；
4) step 3 is repeated according to design requirement, energy consumption reinforcing bar is by horizontal direction and intersects and forms local tension and compression to forming and disappear
Energy device, that is, complete the arrangement of the energy dissipation of wall between windows at this；
5) step 2 and step 3 are repeated according to design requirement, two-sided setting inside and outside wall finally completed the entirety of masonry structure
Energy dissipation arrangement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810797094.8A CN108951906B (en) | 2018-07-19 | 2018-07-19 | Anti-seismic energy consumption device for key parts of masonry structure and installation method of anti-seismic energy consumption device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810797094.8A CN108951906B (en) | 2018-07-19 | 2018-07-19 | Anti-seismic energy consumption device for key parts of masonry structure and installation method of anti-seismic energy consumption device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108951906A true CN108951906A (en) | 2018-12-07 |
| CN108951906B CN108951906B (en) | 2023-10-20 |
Family
ID=64495847
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810797094.8A Active CN108951906B (en) | 2018-07-19 | 2018-07-19 | Anti-seismic energy consumption device for key parts of masonry structure and installation method of anti-seismic energy consumption device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108951906B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080411A (en) * | 2019-06-06 | 2019-08-02 | 上海中测行工程检测咨询有限公司 | A kind of method and apparatus of energy dissipation of frame structure key position |
| CN111997400A (en) * | 2020-08-05 | 2020-11-27 | 上海中测行工程检测咨询有限公司 | Seismic-resistant energy consumption method and device for masonry structure system |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2520361Y (en) * | 2001-07-27 | 2002-11-13 | 王亮 | Flexible anti-seismic structure |
| CN101314969A (en) * | 2008-04-29 | 2008-12-03 | 韩重博 | Light energy-conservation large-module combined exterior wall and method of manufacturing the same |
| CN202370360U (en) * | 2011-12-21 | 2012-08-08 | 北京市房地产科学技术研究所 | Anti-seismic steel window frame of masonry house |
| CN202925921U (en) * | 2012-11-04 | 2013-05-08 | 西安建筑科技大学 | High-ductility masonry wall between windows |
| RU142075U1 (en) * | 2013-12-12 | 2014-06-20 | Федеральное государственное бюджетное образовательное учреждение Высшего профессионального образования Астраханский государственный технический университет (ФГБОУ ВПО АГТУ) | SEISMICALLY STRUCTURE FROM A PIECE WITH A CARRYING FRAME |
| CN205822823U (en) * | 2016-06-23 | 2016-12-21 | 周献祥 | A kind of Hollow Block Masonry Structure Anti-seismic ruggedized construction |
| CN108060794A (en) * | 2017-12-21 | 2018-05-22 | 西安建筑科技大学 | A kind of masonry structure of reinforcing punches wall and production method |
| CN209040328U (en) * | 2018-07-19 | 2019-06-28 | 上海中测行工程检测咨询有限公司 | A kind of energy dissipation apparatus of masonry structure key position |
-
2018
- 2018-07-19 CN CN201810797094.8A patent/CN108951906B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2520361Y (en) * | 2001-07-27 | 2002-11-13 | 王亮 | Flexible anti-seismic structure |
| CN101314969A (en) * | 2008-04-29 | 2008-12-03 | 韩重博 | Light energy-conservation large-module combined exterior wall and method of manufacturing the same |
| CN202370360U (en) * | 2011-12-21 | 2012-08-08 | 北京市房地产科学技术研究所 | Anti-seismic steel window frame of masonry house |
| CN202925921U (en) * | 2012-11-04 | 2013-05-08 | 西安建筑科技大学 | High-ductility masonry wall between windows |
| RU142075U1 (en) * | 2013-12-12 | 2014-06-20 | Федеральное государственное бюджетное образовательное учреждение Высшего профессионального образования Астраханский государственный технический университет (ФГБОУ ВПО АГТУ) | SEISMICALLY STRUCTURE FROM A PIECE WITH A CARRYING FRAME |
| CN205822823U (en) * | 2016-06-23 | 2016-12-21 | 周献祥 | A kind of Hollow Block Masonry Structure Anti-seismic ruggedized construction |
| CN108060794A (en) * | 2017-12-21 | 2018-05-22 | 西安建筑科技大学 | A kind of masonry structure of reinforcing punches wall and production method |
| CN209040328U (en) * | 2018-07-19 | 2019-06-28 | 上海中测行工程检测咨询有限公司 | A kind of energy dissipation apparatus of masonry structure key position |
Non-Patent Citations (1)
| Title |
|---|
| 孙伟民,胡晓明,郭樟根,叶燕华,李利群,陆伟东: "预应力砌体抗震性能的试验研究" * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080411A (en) * | 2019-06-06 | 2019-08-02 | 上海中测行工程检测咨询有限公司 | A kind of method and apparatus of energy dissipation of frame structure key position |
| CN111997400A (en) * | 2020-08-05 | 2020-11-27 | 上海中测行工程检测咨询有限公司 | Seismic-resistant energy consumption method and device for masonry structure system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108951906B (en) | 2023-10-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105064739A (en) | Hyperbolic double-layer reticulated shell steel structure cooling tower | |
| CN108951906A (en) | A kind of energy dissipation apparatus and its installation method of masonry structure key position | |
| CN203096930U (en) | Annular crossing cable truss structure | |
| CN204139459U (en) | Regeneration concrete hetermorphiscal column | |
| CN202706255U (en) | Non-binder concealed support reinforced concrete frame shear wall | |
| CN206680888U (en) | A kind of ruggedized construction of arch bridge spandrel arch circle | |
| CN209040328U (en) | A kind of energy dissipation apparatus of masonry structure key position | |
| CN107034793A (en) | A kind of ruggedized construction of arch bridge spandrel arch circle | |
| CN204491825U (en) | Can restore funcitons Aseismic Structure System | |
| CN201351314Y (en) | Concrete special-shaped column equipped with solid-web steel plates-reinforced concrete beam frame joint | |
| CN204456661U (en) | A kind of steel core concrete column | |
| CN203145193U (en) | Welding-combination type steel concrete specially-shaped column and steel girder semi-rigid node | |
| CN203834744U (en) | Frame type reinforced concrete hollow shear wall structure | |
| CN203514644U (en) | Steel bar net rack of wall body and wall body with same | |
| CN204491826U (en) | Can restore funcitons tube structure system | |
| CN103758285A (en) | Elliptical-rhombic efficient high-strength threaded reinforcing steel bar and use method thereof | |
| CN203256909U (en) | Assembly type frame structure node | |
| CN204530986U (en) | A kind of brace steel post with multiple branch | |
| CN105908838A (en) | Roundabout stretching structure | |
| CN203846636U (en) | Novel anti-seismic house | |
| CN103015631A (en) | Built-in polyvinyl chloride (PVC) pipe enhanced square steel pipe concrete combined column | |
| CN206737538U (en) | A kind of half-phase passes through half bolted 750kV steel pipe lattice types framework | |
| CN212248762U (en) | Anti-seismic building for high-rise residential building | |
| CN209669855U (en) | It is a kind of to lengthen steel reinforcement cage for the construction of low headroom pile foundation | |
| CN209114601U (en) | A kind of basement seismic hardening building structure |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |