CN109372142A - A kind of operating room shock insulation control system and its construction method - Google Patents
A kind of operating room shock insulation control system and its construction method Download PDFInfo
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- CN109372142A CN109372142A CN201811444577.6A CN201811444577A CN109372142A CN 109372142 A CN109372142 A CN 109372142A CN 201811444577 A CN201811444577 A CN 201811444577A CN 109372142 A CN109372142 A CN 109372142A
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- operating room
- shock
- shock insulation
- control system
- isolating pedestal
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- 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
- E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to building field more particularly to a kind of operating room shock insulation control systems and its construction method.Including operating room, the frame column of operating room surrounding is set and the reinforcing beam for being used to support operating room on the downside of frame column is set, frame wallboard is provided between the frame column of the reinforcing beam two sides, the operating room is provided with operating room floor and upper and lower two sides collar tie beam composition between constructional column, each constructional column by surrounding, the operating room two sides of the bottom, which are arranged on the reinforcing beam for being not provided with wallboard and contact position, is provided with shock isolating pedestal, and there are shock insulation seams between the other two sides of the operating room and frame wallboard.The independent shock insulation control system that this patent proposes greatly limit can meet still steady safety when operating room shake, the unbroken requirement of operative stabilization progress such as novel operation room shock insulation control system.
Description
Technical field
The present invention relates to building field more particularly to a kind of operating room shock insulation control systems and its construction method.
Background technique
Earthquake is a kind of inevasible natural phenomena of human society, and the generation of the disaster is by all kinds of of extreme influence resident
Production activity and life security.Traditional earthquake-resistant structure method mainly passes through the strength and stiffness for improving structure, to enhance
The shock resistance of structure.But simple increase structural strength and rigidity will be brought structural cost to greatly improve and born with structure
Seismic force increase the problems such as.With the development and application for subtracting seismic isolation technology, built by setting shock insulation component or energy-consuming device
Flexible structure, extending structure natural vibration period, absorb earthquake transmit it is each to energy.It is directly resisted relative to above-mentioned with stiffness by itself
Earthquake calamity infringement, this seismic isolation technology will preferably protect building structure, reduction casualty loss, application mode changeable, have excellent
Good damping effect and economic serviceability.The application of shock isolating pedestal is to subtract one of important composition of seismic isolation technology, is divided into rubber
Four classes such as shock isolating pedestal, sliding isolation support, compound shock isolating pedestal and other shock isolating pedestals.And shock insulation control system in patent
Used lead rubber bearing is representative one kind, and multilayer rubber overlaps mutually with steel plate, interpolation cylinder lead
The structure of core makes it that can undertake building vertical load, but when can shake horizontal direction deform active absorption vibrational energy,
Energy-dissipating and shock-absorbing.Lead for retractable pencil, which recrystallizes, after shake restores its mechanical property, and the whole energy Rapid reset again of support uses the longevity with longer
Life.It integrates vibration isolator, damper, and saving space, structure design flexibility are higher.
At present, it is ensured that important feature is in earthquake with the ability to work after shake by structural engineer and antidetonation worker weight
Depending on, and the important leverage rescued after protection people's life security and shake.If the operating room of hospital is to provide operation for patient to control
The important place treated and rescued, it is necessary to avoid being interrupted operation by earthquake effect, and ensure the use function after shake.In recent years
Come, the medical building in China has basically reached that " no damage in small earthquake, middle shake can repair, no collapsing with strong earthquake." shockproof requirements, but be unable to ensure hand
The important room such as art room is not influenced and interruption of work by earthquake.If integrally doing high set up defences and high request to medical building
Anti-seismic construction will be greatly improved cost and extend the duration, is difficult to realize on a large scale at present.
Summary of the invention
It is an object of the invention to overcome the deficiencies in the prior art, adapt to reality and need, provide a kind of operating room shock insulation control
System and its construction method processed.
In order to achieve the object of the present invention, the technical solution adopted by the present invention are as follows: a kind of operating room shock insulation control system, packet
Operating room is included, the frame column of operating room surrounding is set and the reinforcing beam for being used to support operating room on the downside of frame column is set,
Frame wallboard is provided between the frame column of the reinforcing beam two sides, constructional column that the operating room is arranged by surrounding, each construction
It operating room partition wall, upper and lower two sides collar tie beam between column and is formed with its whole floor poured, the operating room two sides of the bottom are set up separately
On the reinforcing beam of not set wallboard and contacts position and be provided with shock isolating pedestal, the other two sides of operating room and frame wallboard
Between there are shock insulation seams.
The width of the shock insulation seam is no less than 200mm.
The corresponding collar tie beam quadrangle in the construction column bottom is respectively arranged with one group of shock isolating pedestal.
The elastic shock-absorbing device includes lead for retractable pencil laminated rubber damping bearing ontology, upper junction plate, lower connecting plate, the hand
Art room bottom and reinforcing beam upper end are respectively fixed with upper junction plate and lower connecting plate, the lead for retractable pencil laminated rubber damping bearing sheet
Body is arranged between upper junction plate and lower connecting plate.
The upper junction plate and lower connecting plate pass through respectively to be arranged in the bolt of surrounding and is fixed on operating room bottom and reinforcement
Beam upper end.
The lead for retractable pencil laminated rubber damping bearing ontology two sides are respectively arranged with limited block, and the limited block passes through limited block
Bolt is fixed on reinforcing beam.
The limited block includes the limiting section of upper end and the fixed part of bottom, is provided between the limiting section and fixed part
Reinforcing rib.
Building integral frame structure is accurate using total station when building frame reinforcing beam also in accordance with traditional construction engineering method
The specific orientation of central point for setting each shock isolating pedestal is surveyed to guarantee that it is safe and reliable that it meets design requirement, load, and demarcates the point；Its
Secondary binding periphery reinforcing bar, embedded sleeve barrel, and fixation is constantly adjusted by bolt with the embedded board after positioning；Wherein, embedded board
Center, absolute altitude should all predefine；It pours when vibrating, should avoid influencing embedded board and pre-buried dowel constantly, pays attention to that concrete is feeding
Shield；
After main frame structure is constructed, i.e., shock isolating pedestal is carried out on the reinforcing beam of the operation optimized reinforcement of room floor
Installation.Thereafter sequence of construction are as follows:
Step 1: after ensuring that shock isolating pedestal operation mounting condition meets the requirements, shock isolating pedestal is transported into construction site, clearly
It manages reinforcing beam surface and no-sundries in sleeve hole is kept to enter；
Step 2: after former bolt is removed, slinging slow movement for support balance, until support and junction steel plate,
Pre-embedded bolt all puts down it again, and installation shock isolating pedestal tightens four corner bolts；
Step 3: top embedded sleeve barrel and dowel are installed and fixed；
Step 4: installation bed die carries out reinforcing bar binding, by the armored concrete of the floor of operating room and shock isolating pedestal top
Collar tie beam pours one, and reinforced concrete structural column is arranged in operating room floor quadrangle；And structure upper collar tie beam, floor engineering method are under
Portion is no different, and operating room partition wall is set above intercolumniation, collar tie beam, and integral operating room structure building is completed.
Shock insulation stitches slit width design and is not preferably less than shock isolating pedestal 1.2 times of maximum horizontal displacement and no less than under rarely occurred earthquake
200mm；Forbid staff to trample embedded board etc., avoids influencing or changing structure-bearing；Concrete strength is not less than 10N/
mm2, maintenance duration, which is not less than day, can start to install shock isolating pedestal.
The beneficial effects of the present invention are:
The independent shock insulation control system that this patent proposes can greatly limit meet such as novel operation room shock insulation control system
Operating room still steady safety, operative stabilization progress unbroken requirement when shaking.And it does seismic hardening compared to full building and subtracts
Shock design has many advantages, such as that specific aim is stronger, cost is lower, transformation is convenient.
Detailed description of the invention
The present invention is described further with case study on implementation with reference to the accompanying drawing.
Fig. 1 is structure overall top view of the invention；
Fig. 2 is structure front view of the invention；
Fig. 3 is the shock insulation modular construction view of the invention.
The reference numerals are as follows:
1: frame column；2: constructional column；3: reinforcing beam；4: collar tie beam；5: shock isolating pedestal；6: shock insulation seam；7: operating room；8: operation
Room floor；501: upper junction plate；502: limited block；503: limited block bolt；504: lower connecting plate；505: bolt；506: lead for retractable pencil
Laminated rubber damping bearing ontology.
Specific embodiment
Present invention will be further explained below with reference to the attached drawings and examples:
Referring to Fig. 1-3.
The invention discloses a kind of operating room shock insulation control systems, and including operating room 7, the frame of 7 surrounding of operating room is arranged in
Trestle 1 and the reinforcing beam 3 that operating room 7 is used to support on the downside of frame column is set, the frame columns 1 of 3 two sides of reinforcing beam it
Between be provided with frame wallboard, operating room partition wall between constructional column 2 that the operating room 7 is arranged by surrounding, each constructional column, up and down
Two sides collar tie beam and formed with its whole floor for pouring, 7 two sides of the bottom of operating room set up separately on the reinforcing beam 3 of not set wallboard and
It contacts position and is provided with shock isolating pedestal 5, there are shock insulation seams 6 between the other two sides of the operating room 7 and frame wallboard.
The width of the shock insulation seam 6 is no less than 200mm.
Corresponding 4 four jiaos of collar tie beam of 2 bottom of constructional column is respectively arranged with one group of shock isolating pedestal 5.
The elastic shock-absorbing device includes lead for retractable pencil laminated rubber damping bearing ontology 506, upper junction plate 501, lower connecting plate
504,7 bottom of operating room and 3 upper end of reinforcing beam are respectively fixed with upper junction plate 501 and lower connecting plate 504, the lead for retractable pencil
Laminated rubber damping bearing ontology 506 is arranged between upper junction plate 501 and lower connecting plate 504.
The upper junction plate 501 and lower connecting plate 504 are fixed on operating room 7 by the way that the bolt 505 of surrounding is arranged in respectively
3 upper end of bottom and reinforcing beam.
506 two sides of lead for retractable pencil laminated rubber damping bearing ontology are respectively arranged with limited block 502, the limited block 502
It is fixed on reinforcing beam 3 by limited block bolt 503.
The limited block 502 includes the limiting section of upper end and the fixed part of bottom, is set between the limiting section and fixed part
It is equipped with reinforcing rib.
Building integral frame structure is accurate using total station when building frame reinforcing beam 3 also in accordance with traditional construction engineering method
The specific orientation of central point for setting each shock isolating pedestal 5 is surveyed to guarantee that it is safe and reliable that it meets design requirement, load, and demarcates the point；
Secondly binding periphery reinforcing bar, embedded sleeve barrel, and fixation is constantly adjusted by bolt with the embedded board after positioning；Wherein, embedded board
Center, absolute altitude should all predefine；It pours when vibrating, should avoid influencing embedded board and pre-buried dowel constantly, pay attention to concrete
Maintenance；
After main frame structure is constructed, i.e., shock isolating pedestal 5 is carried out on the reinforcing beam 3 of the operation optimized reinforcement of room floor
Installation.Thereafter sequence of construction are as follows:
Step 1: after ensuring that 5 operation mounting condition of shock isolating pedestal meets the requirements, shock isolating pedestal 5 is transported into construction site,
It clears up 3 surface of reinforcing beam and no-sundries in sleeve hole is kept to enter；
Step 2: after former bolt is removed, slinging slow movement for support balance, until support and junction steel plate,
Pre-embedded bolt all puts down it again, and installation shock isolating pedestal tightens four corner bolts 505；
Step 3: top embedded sleeve barrel and dowel are installed and fixed；
Step 4: installation bed die carries out reinforcing bar binding, by the reinforced concrete of the floor 8 of operating room and 5 top of shock isolating pedestal
Pedosphere beam 4 pours one, in 8 four jiaos of setting reinforced concrete structural columns 2 of operating room floor；And structure upper collar tie beam, floor work
Method is no different with lower part, and operating room partition wall is set between column 2, above collar tie beam, and integral operating room structure building is completed.
Shock insulation stitches the design of 6 slit widths and is not preferably less than shock isolating pedestal 1.2 times of maximum horizontal displacement and many under rarely occurred earthquake
In 200mm；Forbid staff to trample embedded board etc., avoids influencing or changing structure-bearing；Concrete strength is not less than 10N/
mm2, maintenance duration is not less than can start to install shock isolating pedestal for 3 days.
The above description is only an embodiment of the present invention, is not intended to limit the scope of the invention, all to utilize this hair
Equivalents made by bright specification and accompanying drawing content are applied directly or indirectly in relevant technical field, are similarly included in
In scope of patent protection of the invention.
Claims (9)
1. a kind of operating room shock insulation control system, including operating room (7), setting operating room (7) surrounding frame column (1) and
It is arranged on the downside of frame column and is used to support the reinforcing beam (3) of operating room (7), between the frame column (1) of reinforcing beam (3) two sides
It is provided with frame wallboard, it is characterised in that: the hand between constructional column (2) that the operating room (7) is arranged by surrounding, each constructional column
It art room partition wall, upper and lower two sides collar tie beam and is formed with its whole floor for pouring, operating room (7) two sides of the bottom are set up separately in not set wall
On the reinforcing beam (3) of plate and contacts position and be provided with shock isolating pedestal (5), the operating room (7) in addition two sides and framed wall
There are shock insulations to stitch (6) between plate.
2. a kind of operating room shock insulation control system according to claim 1, it is characterised in that: the width of the shock insulation seam (6)
Degree is no less than 200mm.
3. a kind of operating room shock insulation control system according to claim 1, it is characterised in that: constructional column (2) bottom
Corresponding collar tie beam (4) quadrangle is respectively arranged with one group of shock isolating pedestal (5).
4. a kind of operating room shock insulation control system according to claim 3, it is characterised in that: the elastic shock-absorbing device packet
Include lead for retractable pencil laminated rubber damping bearing ontology (506), upper junction plate (501), lower connecting plate (504), 7 bottom of operating room with
And 3 upper end of reinforcing beam is respectively fixed with upper junction plate (501) and lower connecting plate (504), the lead for retractable pencil laminated rubber damping bearing
Ontology (506) is arranged between upper junction plate (501) and lower connecting plate (504).
5. a kind of operating room shock insulation control system according to claim 4, it is characterised in that: the upper junction plate (501)
It is fixed on operating room (7) bottom and reinforcing beam (3) by the way that the bolt (505) of surrounding is arranged in respectively with lower connecting plate (504)
End.
6. a kind of operating room shock insulation control system according to claim 4, it is characterised in that: the lead for retractable pencil laminated rubber every
Shake support body (506) two sides are respectively arranged with limited block (502), and the limited block (502) is solid by limited block bolt (503)
It is scheduled on reinforcing beam (3).
7. a kind of operating room shock insulation control system according to claim 5, it is characterised in that: limited block (502) packet
The limiting section of upper end and the fixed part of bottom are included, is provided with reinforcing rib between the limiting section and fixed part.
8. a kind of operating room shock insulation control system according to claim 1 and its construction method, it is characterised in that: building is whole
Body frame structure is accurately surveyed using total station when building frame reinforcing beam (3) also in accordance with traditional construction engineering method and sets each shock insulation branch
The point is demarcated to guarantee that it is safe and reliable that it meets design requirement, load in the specific orientation of central point of seat (5)；Secondly week is bound
Side reinforcing bar, embedded sleeve barrel, and fixation is constantly adjusted by bolt with the embedded board after positioning；Wherein, the center of embedded board, absolute altitude
It should all predefine；It pours when vibrating, should avoid influencing embedded board and pre-buried dowel constantly, pay attention to concrete curing；
After main frame structure is constructed, i.e., shock isolating pedestal (5) are carried out on the reinforcing beam (3) of the operation optimized reinforcement of room floor
Installation.Thereafter sequence of construction are as follows:
Step 1: after ensuring that shock isolating pedestal (5) operation mounting condition meets the requirements, shock isolating pedestal (5) is transported into construction site,
It clears up reinforcing beam (3) surface and no-sundries in sleeve hole is kept to enter；
Step 2: after former bolt is removed, slinging slow movement for support balance, until support and junction steel plate, pre-buried
Bolt all puts down it again, and installation shock isolating pedestal tightens four corner bolts (505)；
Step 3: top embedded sleeve barrel and dowel are installed and fixed；
Step 4: installation bed die carries out reinforcing bar binding, by the reinforced concrete of the floor (8) of operating room and shock isolating pedestal (5) top
Pedosphere beam (4) pours one, and reinforced concrete structural column (2) are arranged in operating room floor (8) quadrangle；And structure upper collar tie beam,
Floor engineering method is no different with lower part, and operating room partition wall is set between constructional column (2), above collar tie beam, and integral operating room structure building is completed.
9. a kind of operating room shock insulation control system according to claim 1 and its construction method, it is characterised in that: shock insulation seam
(6) slit width design is not preferably less than shock isolating pedestal 1.2 times and no less than 200mm of maximum horizontal displacement under rarely occurred earthquake；Forbid
Staff tramples embedded board etc., avoids influencing or changing structure-bearing；Concrete strength is not less than 10N/mm2, conserve duration
Can start that shock isolating pedestal is installed not less than 3 days.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811444577.6A CN109372142A (en) | 2018-11-29 | 2018-11-29 | A kind of operating room shock insulation control system and its construction method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201811444577.6A CN109372142A (en) | 2018-11-29 | 2018-11-29 | A kind of operating room shock insulation control system and its construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110110421A (en) * | 2019-04-28 | 2019-08-09 | 南昌大学 | A kind of calculating determination method of the beam support upper reinforcement based on support sequence |
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