CN110331794A - A kind of masonry or reinforced concrete structure of antidetonation - Google Patents
A kind of masonry or reinforced concrete structure of antidetonation Download PDFInfo
- Publication number
- CN110331794A CN110331794A CN201910613153.6A CN201910613153A CN110331794A CN 110331794 A CN110331794 A CN 110331794A CN 201910613153 A CN201910613153 A CN 201910613153A CN 110331794 A CN110331794 A CN 110331794A
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- Prior art keywords
- masonry
- bar support
- spring
- wall
- reinforced bar
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 16
- 239000004567 concrete Substances 0.000 claims abstract description 44
- 238000010276 construction Methods 0.000 claims abstract description 26
- 230000001681 protective effect Effects 0.000 claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 15
- 239000010959 steel Substances 0.000 claims abstract description 15
- 230000002787 reinforcement Effects 0.000 claims abstract description 9
- 239000000463 material Substances 0.000 claims description 43
- 238000009413 insulation Methods 0.000 claims description 29
- 238000012856 packing Methods 0.000 claims description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 239000007799 cork Substances 0.000 claims description 7
- 238000004079 fireproofing Methods 0.000 claims description 7
- 239000000758 substrate Substances 0.000 claims description 7
- 238000010521 absorption reaction Methods 0.000 claims description 6
- 238000003825 pressing Methods 0.000 claims description 6
- 239000011248 coating agent Substances 0.000 claims description 4
- 238000000576 coating method Methods 0.000 claims description 4
- 239000000853 adhesive Substances 0.000 claims description 3
- 238000004026 adhesive bonding Methods 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 238000005452 bending Methods 0.000 claims description 3
- 238000009954 braiding Methods 0.000 claims description 3
- 239000011490 mineral wool Substances 0.000 claims description 3
- 230000002265 prevention Effects 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000004321 preservation Methods 0.000 claims 1
- 230000035939 shock Effects 0.000 abstract description 7
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 238000006424 Flood reaction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000005488 sandblasting Methods 0.000 description 1
- 239000010421 standard material Substances 0.000 description 1
- 239000002341 toxic gas Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- 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
- E04H9/025—Structures with concrete columns
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a kind of masonry of antidetonation or reinforced concrete structures, including indulging column beam, horizontal edge beam, the vertical column beam has vertically been built in building corner, steel reinforcement cage surrounding has poured spring reinforced bar support inside the vertical column beam, concrete wall has been built between adjacent two vertical column beams, has poured the horizontal edge beam at floor at the top of the concrete wall.Beneficial effect is: increasing spring reinforced bar support and " S " type tension rib at beam body both ends, in concreting and the contact area of concrete is bigger, increase the intensity of beam body and wall, while beam body internal stress can be reduced in earthquake, improves shock resistance；It by wall connecting is an entirety using protective net, when high-intensitive earthquake occurs, the concrete on wall will not occur to fall off on a large scale shattering, and avoid the concrete block bring fallen from endangering, improve the safety of building；Construction heat-insulating, noise reduction, fire proof construction on wall, can be improved the service performance of building.
Description
Technical field
The present invention relates to building aseismicity technical fields, more particularly, to the masonry or reinforced concrete structure of a kind of antidetonation.
Background technique
Earthquake is vibration caused by during earth's crust quick release of energy, seismic wave during which can be generated, in addition to directly contributing
Room falls room and collapses and emit outside water with landslide, ground cleave, sand liquefaction, sandblasting, can also cause fire, explosion, poison gas sprawling, floods, landslide,
The secondary disasters such as mud-rock flow, pestilence.
When earthquake occurs, intensity, height and the shock resistance of building determine whether building can collapse, and whether house
Collapsing has decided on whether to cause damages to building interior and surrounding people.In recent years, global earthquakes took place frequently, and caused greatly to pass through
Ji loss and casualties.
In order to reduce the loss of earthquake, the shock resistance for improving building and the construction quality for building itself are to be highly desirable
's.At present in construction, other than increasing the quantity and dimensions of building interior reinforcing bar, also antidetonation can be installed under ground
Bracket improves the quality itself and shock resistance of building.But this mode is only the protection carried out to building lot, works as earthquake
When intensity is big, although ground will not generate large effect, when building higher, building vibration amplitude is very big, construction wall
Slight crack still can occur or concrete block falls off, the concrete block to fall off generates huge prestige to the lives and properties of the people in building
The side of body.
Summary of the invention
The object of the invention is that providing the masonry or armored concrete knot of a kind of antidetonation to solve the above-mentioned problems
Structure.
The technical scheme of the present invention is realized as follows:
A kind of masonry or reinforced concrete structure of antidetonation, including vertical column beam, horizontal edge beam, building corner have vertically been built described vertical
Column beam, the vertical column beam inside steel reinforcement cage surrounding have poured spring reinforced bar support, have built between adjacent two vertical column beams
There is concrete wall, has poured the horizontal edge beam, reinforcing bar inside the horizontal edge beam at the top of the concrete wall at floor
Cage surrounding has poured tension rib, and thermal insulation packing layer, the thermal insulation packing layer outside are fixed on the concrete wall inner sidewall
It is fixed with internal sound insulation structure by screw, gluing is fixed with outer fire proof construction on the outside of the internal sound insulation structure.
Further, the spring reinforced bar support uses diameter to form for the bending reinforcement of 8-14mm, the spring
The screw pitch of reinforced bar support is 3-6cm, and the outer diameter of the spring reinforced bar support is 3-4cm.
Further, the vertical column beam both ends are respectively fixed at least two spring reinforced bar supports, the horizontal edge
Beam both ends are respectively fixed at least two tension ribs, and the tension rib is " S " type structure.
Further, the spring reinforced bar support, the bullet are spaced at equal intervals inside when the concrete wall pours
Spring reinforced bar support is disposed vertically, inside the spring reinforced bar support inside the concrete wall and the horizontal edge beam
The spring reinforced bar support is connected and fixed by steel wire.
Further, the thermal insulation packing layer is made of rock wool package protective net, and the protective net is woven using reinforcing bar
It forms, the protective net is connected to one by the spring reinforced bar support inside attachment device and the concrete wall
It rises, the attachment device is steel ring.
Further, the protective net is reticulated using straight screw-thread steel or the braiding of spring like reinforcing bar.
Further, the internal sound insulation structure includes hard material substrate, pressing and forming on the outside of the hard material substrate
There is cork sheet, porous sound absorbing plate is adhesive with outside the cork sheet, is in that sound-absorption hole is distributed in honeycomb on the porous sound absorbing plate.
Further, the outer fire proof construction includes the first fireproof material layer and the second fireproof material layer, and described first is anti-
Fiery material layer outer application has high-temperaure coating, and pressing between first fireproof material layer and second fireproof material layer has
Moisture resistant material.
Further, formed on the outside of second fireproof material layer and be connected and fixed pillar, it is described be connected and fixed pillar with
Sound-absorption hole on the porous sound absorbing plate is coupled, described to be connected and fixed carving for pillar and the porous sound absorbing plate and close depth not
More than the 1/3 of sound-absorbing hole depth.
Further, first fireproof material layer is made of A2 grades or more fire proofing material, second fire proofing material
Layer is made of B1 grades or more fire proofing material.
Using above-mentioned technical proposal, the invention has the benefit that beam body both ends increase spring reinforced bar support and
" S " type tension rib, in concreting and the contact area of concrete is bigger, increases the intensity of beam body and wall, while can
To reduce beam body internal stress in earthquake, shock resistance is improved；Using protective net by wall connecting be an entirety, occurring
When high-intensitive earthquake, the concrete on wall will not occur to fall off on a large scale shattering, and avoid the concrete block band fallen
The harm come, improves the safety of building；Construction heat-insulating, noise reduction, fire proof construction on wall, can be improved the usability of building
Energy.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention without any creative labor, may be used also for those of ordinary skill in the art
To obtain other drawings based on these drawings.
Fig. 1 is top view of the invention；
Fig. 2 is spring reinforced bar support layout of the invention；
Fig. 3 is thermal insulation packing layer structure diagram of the invention；
Fig. 4 is internal sound insulation structure structure diagram of the invention；
Fig. 5 is outer fire proof construction structure diagram of the invention；
Fig. 6 is internal sound insulation structure of the invention and outer fire proof construction scheme of installation.
The reference numerals are as follows:
1, column beam is indulged；2, spring reinforced bar support；3, thermal insulation packing layer；4, concrete wall；5, internal sound insulation structure；51, hard
Material substrate；52, cork sheet；53, porous sound absorbing plate；6, outer fire proof construction；61, high-temperaure coating；62, the first fire proofing material
Layer；63, moisture resistant material；64, the second fireproof material layer；65, it is connected and fixed pillar；7, attachment device；8, horizontal edge beam；81, it draws
Tie muscle；9, protective net.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
As shown in figs 1 to 6, the masonry or reinforced concrete structure of a kind of antidetonation, including vertical column beam 1, horizontal edge beam 8, building
Vertical column beam 1 has vertically been built in corner, and vertical 1 inside steel reinforcement cage surrounding of column beam has poured spring reinforced bar support 2, adjacent two vertical columns
Concrete wall 4 is built between beam 1,4 top of concrete wall has poured horizontal edge beam 8,8 inside steel of horizontal edge beam at floor
Muscle cage surrounding has poured tension rib 81, and thermal insulation packing layer 3 is fixed on 4 inner sidewall of concrete wall, is led on the outside of thermal insulation packing layer 3
It crosses screw and is fixed with internal sound insulation structure 5,5 outside gluing of internal sound insulation structure is fixed with outer fire proof construction 6.
In the present embodiment, spring reinforced bar support 2 uses diameter to form for the bending reinforcement of 8-14mm, spring reinforcement bar support
The screw pitch of support 2 is 3-6cm, the outer diameter of spring reinforced bar support 2 is 3-4cm, and spring-like structures can increase to be connect with concrete
Concrete, is securely fixed the intensity for improving concrete structure together by contacting surface product after pouring.
In the present embodiment, it is each that vertical 1 both ends of column beam are respectively fixed at least two spring reinforced bar supports 2,8 both ends of horizontal edge beam
At least two tension ribs 81 are fixed with, tension rib 81 is " S " type structure, and the strong of building can be improved in the dosage for improving reinforcing bar
Degree enhances the fastness at beam body both ends, and stress when reducing earthquake inside building girder body improves shock resistance.
In the present embodiment, when concrete wall 4 pours inside be spaced at equal intervals spring reinforced bar support 2, spring reinforcing bar
Support 2 is disposed vertically, the spring reinforced bar support 2 inside concrete wall 4 and the spring reinforced bar support 2 inside horizontal edge beam 8
It is connected and fixed by steel wire, increases the integral strength of concrete wall 4, improve building performance.
In the present embodiment, thermal insulation packing layer 3 using rock wool package protective net 9 be made, protective net 9 using reinforcing bar weave and
At protective net 9 is linked together by attachment device 7 with the spring reinforced bar support 2 inside concrete wall 4, attachment device 7
For steel ring, the heat insulation effect of building is can be improved in thermal insulation packing layer 3, using attachment device 7 by protective net 9 and concrete wall
Spring reinforced bar support 2 inside 4, which links together, can carry out integral protection to concrete wall 4, avoid concrete wall 4
On concrete block in earthquake local shedding cause danger.
In the present embodiment, protective net 9 is reticulated using straight screw-thread steel or the braiding of spring like reinforcing bar, and intensity is big, protection
Effect is good.
In the present embodiment, internal sound insulation structure 5 includes hard material substrate 51, and 51 outside pressing and forming of hard material substrate has
Cork sheet 52, is adhesive with porous sound absorbing plate 53 outside cork sheet 52, and sound-absorption hole is distributed in honeycomb on porous sound absorbing plate 53, interior
The anti-acoustic capability of building can be improved in sound-insulating structure 5, improves the comfort of indoor occupant.
In the present embodiment, outer fire proof construction 6 includes the first fireproof material layer 62 and the second fireproof material layer 64, the first fire prevention
62 outer application of material layer has high-temperaure coating 61, there is anti-pressing between the first fireproof material layer 62 and the second fireproof material layer 64
The fire protecting performance of building can be improved in damp material layer 63, outer fire proof construction 6, can reduce loss in the case of fire.
In the present embodiment, formed on the outside of the second fireproof material layer 64 and be connected and fixed pillar 65, be connected and fixed pillar 65 with
Sound-absorption hole on porous sound absorbing plate 53 is coupled, and is connected and fixed pillar 65 and carving for porous sound absorbing plate 53 closes depth no more than suction
The 1/3 of sound hole depth facilitates and internal sound insulation structure 5 and outer fire proof construction 6 is fixed together, is easily installed.
In the present embodiment, the first fireproof material layer 62 is made of A2 grades or more fire proofing material, the second fireproof material layer 64
It is made of B1 grades or more fire proofing material, the fire protecting performance of building can be improved in high standard material requirements.
The operation principle of the present invention is that: when construction, the construction of the horizontal edge beam 8 and vertical column beam 1 of lower section is first carried out, and is being constructed
When reserved connection position, then spring reinforced bar support 2 is fixed on to the pouring construction for carrying out concrete wall 4 on horizontal edge beam 8, mixed
Before solidifying cob wall body 4 pours, attachment device 7 is fixed in advance in spring reinforced bar support 2, so that 7 one end of attachment device is stretched out
Outside concrete wall 4, concrete wall 4 consolidates the protective net 9 inside thermal insulation packing layer 3 with attachment device 7 after the completion of constructing
It is scheduled on together, first can also be fixed on the protective net 9 inside thermal insulation packing layer 3 with attachment device 7 when constructing concrete wall 4
Together, one piece of template when thermal insulation packing layer 3 being poured as concrete wall 4 is carried out using to utilize thermal insulation packing layer 3
Concrete wall 4 is connected by internal protective net 9, once consolidates internal sound insulation structure 5 and outer fire proof construction 6 after the completion of construction
It sets, can be completed the construction of building, when interior decoration can directly construct on outer fire proof construction 6, while build
On exterior wall equally can with fixed protection net 9 and outer fire proof construction 6, inside and outside protective net 9 to being attached fixation inside and outside wall
Entirety is formed, external wall is avoided to occur concrete block obscission when an earthquake occurs.
Equally may be used in the program in the anti-seismic structure that beam body both ends increase spring reinforced bar support 2 and " S " type tension rib 81
With the construction for buildings such as bridges, the intensity of beam body connecting pin is improved, stress when reducing earthquake inside beam body, to improve
The shock resistance of building.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (10)
1. the masonry or reinforced concrete structure of a kind of antidetonation, it is characterised in that: including indulging column beam (1), horizontal edge beam (8), building
The vertical column beam (1) has vertically been built in corner, and the internal steel reinforcement cage surrounding of vertical column beam (1) has poured spring reinforced bar support
(2), it has been built concrete wall (4) between the adjacent two vertical column beams (1), close to building at the top of the concrete wall (4)
The horizontal edge beam (8) is poured at plate, the internal steel reinforcement cage surrounding of the horizontal edge beam (8) has poured tension rib (81), the coagulation
Be fixed with thermal insulation packing layer (3) on cob wall body (4) inner sidewall, on the outside of the thermal insulation packing layer (3) by screw be fixed with it is interior every
Sound structure (5), internal sound insulation structure (5) outside gluing are fixed with outer fire proof construction (6).
2. the masonry or reinforced concrete structure of a kind of antidetonation according to claim 1, it is characterised in that: the spring
Reinforced bar support (2) uses diameter to form for the bending reinforcement of 8-14mm, and the screw pitch of the spring reinforced bar support (2) is 3-6cm,
The outer diameter of the spring reinforced bar support (2) is 3-4cm.
3. the masonry or reinforced concrete structure of a kind of antidetonation according to claim 2, it is characterised in that: the vertical column beam
(1) both ends are respectively fixed at least two spring reinforced bar supports (2), and horizontal edge beam (8) both ends are respectively fixed at least
There are two tension ribs (81), the tension rib (81) is " S " type structure.
4. the masonry or reinforced concrete structure of a kind of antidetonation according to claim 3, it is characterised in that: the concrete
The spring reinforced bar support (2) is spaced at equal intervals inside when wall (4) pours, the spring reinforced bar support (2) is vertically put
It sets, the spring of the internal spring reinforced bar support (2) of the concrete wall (4) and the horizontal edge beam (8) inside
Property reinforced bar support (2) is connected and fixed by steel wire.
5. the masonry or reinforced concrete structure of a kind of antidetonation according to claim 1, it is characterised in that: the heat preservation is filled out
It fills layer (3) to be made of rock wool package protective net (9), the protective net (9) is woven using reinforcing bar, the protective net (9)
It is linked together by attachment device (7) the spring reinforced bar support (2) internal with the concrete wall (4), it is described
Attachment device (7) is steel ring.
6. the masonry or reinforced concrete structure of a kind of antidetonation according to claim 5, it is characterised in that: the protective net
(9) it is reticulated using straight screw-thread steel or the braiding of spring like reinforcing bar.
7. the masonry or reinforced concrete structure of a kind of antidetonation according to claim 6, it is characterised in that: the internal sound insulation
Structure (5) includes hard material substrate (51), and there is cork sheet (52) pressing and forming on the outside of the hard material substrate (51), described
It is adhesive with porous sound absorbing plate (53) outside cork sheet (52), sound-absorption hole is distributed in honeycomb on the porous sound absorbing plate (53).
8. the masonry or reinforced concrete structure of a kind of antidetonation according to claim 7, it is characterised in that: the outer fire prevention
Structure (6) includes the first fireproof material layer (62) and the second fireproof material layer (64), the first fireproof material layer (62) outside
Coated with high-temperaure coating (61), pressing between first fireproof material layer (62) and second fireproof material layer (64) has
Moisture resistant material (63).
9. the masonry or reinforced concrete structure of a kind of antidetonation according to claim 8, it is characterised in that: described second is anti-
It forms and is connected and fixed pillar (65) on the outside of fiery material layer (64), it is described to be connected and fixed pillar (65) and the porous sound absorbing plate
(53) sound-absorption hole on is coupled, described to be connected and fixed carving for pillar (65) and the porous sound absorbing plate (53) and close depth and do not surpass
Cross the 1/3 of sound-absorbing hole depth.
10. the masonry or reinforced concrete structure of a kind of antidetonation according to claim 9, it is characterised in that: described first
Fireproof material layer (62) is made of A2 grades or more fire proofing material, and second fireproof material layer (64) is using B1 grades or more fire prevention
Material is made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910613153.6A CN110331794A (en) | 2019-07-09 | 2019-07-09 | A kind of masonry or reinforced concrete structure of antidetonation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910613153.6A CN110331794A (en) | 2019-07-09 | 2019-07-09 | A kind of masonry or reinforced concrete structure of antidetonation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110331794A true CN110331794A (en) | 2019-10-15 |
Family
ID=68143303
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910613153.6A Pending CN110331794A (en) | 2019-07-09 | 2019-07-09 | A kind of masonry or reinforced concrete structure of antidetonation |
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| Country | Link |
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| CN (1) | CN110331794A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112282097A (en) * | 2020-11-27 | 2021-01-29 | 福建江夏学院 | Assembled building anti-seismic structure with good stability |
| CN115234073A (en) * | 2022-09-01 | 2022-10-25 | 山东建筑大学设计集团有限公司 | Building antidetonation additional strengthening |
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| CN210621995U (en) * | 2019-07-09 | 2020-05-26 | 周瑜 | Anti-seismic reinforced concrete structure |
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| CN112282097B (en) * | 2020-11-27 | 2022-05-10 | 福建江夏学院 | Assembled building anti-seismic structure with good stability |
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