CN108612337A - Ancient building based on earthquake-resistant structure is reinforced and restorative procedure - Google Patents
Ancient building based on earthquake-resistant structure is reinforced and restorative procedure Download PDFInfo
- Publication number
- CN108612337A CN108612337A CN201810433860.2A CN201810433860A CN108612337A CN 108612337 A CN108612337 A CN 108612337A CN 201810433860 A CN201810433860 A CN 201810433860A CN 108612337 A CN108612337 A CN 108612337A
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- China
- Prior art keywords
- column
- pilot hole
- building
- stone base
- vibration abatement
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Classifications
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- 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
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G23/0229—Increasing or restoring the load-bearing capacity of building construction elements of foundations or foundation walls
-
- 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
- E04G23/00—Working measures on existing buildings
- E04G23/06—Separating, lifting, removing of buildings; Making a new sub-structure
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The ancient building that the present invention provides a kind of based on earthquake-resistant structure is reinforced and restorative procedure, including building is integrally fallen to frame step；Vibration abatement step is set below each stone base of column successively；Column is repaired into step；By building and vibration abatement Connection Step.Ancient building provided by the invention based on earthquake-resistant structure is reinforced and restorative procedure, in the lower section of the stone base of column, vibration abatement is set, column is connect with ground by vibration abatement, it is shaken when making building run-off the straight or rocking when due to earthquake or the generation of other external force, restrictive sliding is generated between column and ground, the anti-torsion performance for improving building, reduces the deformation extent of building, improves its anti-seismic performance.
Description
Technical field
The present invention relates to a kind of reinforcings of ancient building to add with restorative procedure more particularly to a kind of ancient building based on earthquake-resistant structure
Gu and restorative procedure.
Background technology
Ancient building is mostly based on timber structure.The ancient building retained at present experienced the centuries even wind of more than one thousand years
After rain is beaten, it usually will appear phenomena such as damaging by worms, crack and tilting.Ancient building run-off the straight, mainly since unevenness occurs for ground
Even sedimentation causes, if reinforcing and repairing not in time, will face the danger collapsed.For the inclined reinforcing of ancient building and reparation,
The prior art use be tilted towards it is reversed building is cut out into a part, so that building is rectified and use the fixed method of rope,
Or ground filling lead or other heavy objects are made into its sinking at the reversed place being tilted towards, so that building is rectified and uses rope fixed
Method.It is existing to be directed to the inclined reinforcing of ancient building and restorative procedure, the sight of ancient building is not only influenced, but also stability is poor,
Shock resistance is weak.
Invention content
The ancient building that the purpose of the present invention is to provide a kind of based on earthquake-resistant structure is reinforced and restorative procedure, solves existing skill
The weak problem of shock resistance existing for art.
Technical scheme is as follows：A kind of ancient building reinforcing and restorative procedure based on earthquake-resistant structure, including it is as follows
Step：
Step 1 will be located at the building frame on the stone base of column by column and all tear open and falls, and integrally be moved away from the stone base of column；
Step 2 removes the stone base of column, and vibration abatement is arranged in the lower section of each stone base of column position successively；Vibration abatement includes
The lower face of the steelframe of steel plate and setting on the steel plate, steel plate is equipped with drill rod, and drill rod is connect with ground, and the upper surface of steel plate is equipped with
Guide post, steelframe include top plate and lower plywood, and lower plywood is equipped with pilot hole, and pilot hole penetrates through the upper surface of lower plywood under
End face, pilot hole are correspondingly arranged with guide post, and guide post is inserted in pilot hole, and the internal diameter of pilot hole is more than the straight of guide post
Diameter, horizontal in pilot hole to be equipped with more springs, more springs are arranged along different directions, and one end of spring and the side wall of pilot hole connect
It connects, the other end is welded with guide post, and top plate is equipped with centre bore, is connected by rod iron between lower plywood and top plate；
Step 3 repairs column, will damage by worms, the rejecting of rotten part, carries out preservative treatment, repaired with wooden unit, and
It is cemented with adhesive；The place of cracking is repaired with batten, adhesive is used in combination to cement；
Step 4, chisel sets through-hole in an axial direction on the stone base of column, and through-hole is identical as the center hole size on top plate, shape；By column
Plinth is moved on vibration abatement, makes through-hole is corresponding with the centre bore on top plate to place, by adhesive by the stone base of column and top plate
Then building frame is moved back to by adhesion, by column pass through the stone base of column on through-hole be inserted in centre bore, make building with it is shockproof
Device connects.
Preferably, in above-mentioned steps 2, the setting method of vibration abatement is：Foundation pit is dug out on stylobate, is buried in foundation pit
Concrete segment makes concrete segment be linked together composition ground with stylobate, the drill rod below steel plate is passed through cast-in-place concrete
It is connect with concrete segment；Lower plywood is set in the top of steel plate, guide post is made to be inserted in pilot hole；It is arranged in pilot hole
Spring, by the sidewall weld of one end of spring and pilot hole, the other end is welded with guide post；In the top of lower plywood, upper layer is set
Plate welds lower plywood with top plate by rod iron.
Preferably, in above-mentioned steps 2, pilot hole and rod iron are arranged at the peripheral position of lower plywood, and pilot hole and steel
Stick interval is arranged.
The present invention has the advantages that：
1, ancient building reinforcing and restorative procedure provided by the invention based on earthquake-resistant structure, frame is integrally fallen by building,
Vibration abatement is set on ground, building is connect by column with vibration abatement, is shaken when due to earthquake or other external force
It is dynamic when making building run-off the straight or rocking, restrictive sliding can be generated between column and ground, improve the antitorque of building
Turn performance, reduce the deformation extent of building, and then improves its anti-seismic performance.
2, ancient building provided by the invention based on earthquake-resistant structure is reinforced and restorative procedure, the guide post in vibration abatement with
Multiple springs are equipped with along different directions between pilot hole, increase the damping force slid, while also providing returning for reset
Elastic force, to the amplitude for reducing building inclination or rocking.
3, the ancient building provided by the invention based on earthquake-resistant structure is reinforced and restorative procedure, vibration abatement are arranged in the stone base of column
Lower section can block vibration abatement by jewelry, maintain the original appearance of ancient building, not influence sight property.
4, ancient building reinforcing and restorative procedure provided by the invention based on earthquake-resistant structure, are suitable for wood-structure old building
It reinforces and repairs.
Description of the drawings
Fig. 1 is vibration abatement structural schematic diagram provided in an embodiment of the present invention；
Fig. 2 is steel plate structure schematic diagram provided in an embodiment of the present invention；
Fig. 3 is steel frame construction schematic diagram provided in an embodiment of the present invention；
Fig. 4 is steel plate provided in an embodiment of the present invention and lower plywood connection diagram；
Fig. 5 is column provided in an embodiment of the present invention and vibration abatement connection diagram；
Fig. 6 is schematic diagram after rehabilitating historic building provided in an embodiment of the present invention.
In figure, 1. steel plates, 2. drill rods, 3. guide posts, 4. lower plywoods, 5. top plates, 6. pilot holes, 7. springs, 8. centers
Hole, 9. rod irons, 10. columns, 11. stone bases of column.
Specific implementation mode
Specific embodiments of the present invention will be described in further detail below in conjunction with the accompanying drawings.
Embodiment
A kind of ancient building reinforcing and restorative procedure based on earthquake-resistant structure, include the following steps：
The building frame for the run-off the straight being arranged on the stone base of column 11 by column 10 is all torn open and is fallen by step 1, whole to move
From the stone base of column 11；
Step 2 removes the stone base of column 11, vibration abatement is arranged in the lower section of each 11 former address of the stone base of column successively, referring to Fig. 1-
Fig. 6, vibration abatement include steel plate 1 and steelframe, and the lower face of steel plate 1 is equipped with drill rod 2, and drill rod 2 is connect with ground, steel plate 1 it is upper
End face is equipped with guide post 3, and guide post 3 connect with steelframe, and steelframe includes top plate 5 and lower plywood 4, lower plywood 4 and top plate 5 it
Between connected by rod iron 9, lower plywood 4 be equipped with pilot hole 6, pilot hole 6 penetrate through lower plywood 4 top and bottom, 6 He of pilot hole
Rod iron 9 is arranged at the peripheral position of lower plywood 4, and pilot hole 6 is arranged with the interval of rod iron 9；Pilot hole 6 is corresponding with guide post 3
Setting, guide post 3 are inserted in pilot hole 6, and the internal diameter of pilot hole 6 is more than the diameter of guide post 3, and level is equipped in pilot hole 6
Four springs 7, four springs 7 are arranged along different directions, and one end of spring 7 is connect with the side wall of pilot hole 6, the other end and guiding
Column 3 welds, and top plate 5 is equipped with centre bore 8；
The setting method of vibration abatement is specially：
(1) it lays the foundations：Foundation pit is dug out on stylobate, foundation pit is square, and the length of side is 1 meter, and depth is 1 meter, in foundation pit
Embedded concrete segment makes concrete segment be linked together composition ground with stylobate using concrete；
(2) vibration abatement is installed：Drill rod 2 below steel plate 1 is connect by cast-in-place concrete with concrete segment, in steel
Lower plywood 4 is arranged in the top of plate 1, and the guide post 3 on steel plate 1 is made to be inserted in the pilot hole 6 on top plate 4；In pilot hole 6
Spring 7 is set, and by the sidewall weld of one end of spring 7 and pilot hole 6, the other end is welded with guide post 3；Again in lower plywood 4
Top plate 5 is arranged in top, and lower plywood 4 is welded with top plate 5 by rod iron 9；
Step 3 repairs column 10, will damage by worms, the rejecting of rotten part, carries out preservative treatment, repaired with wooden unit,
It is used in combination adhesive to cement；The place of cracking is repaired with batten, adhesive is used in combination to cement.
Step 4, chisel sets through-hole in an axial direction on the stone base of column 11, and through-hole is identical as 8 size of centre bore, the shape on top plate 5；
The stone base of column 11 is moved on vibration abatement, make the through-hole on the stone base of column 11 it is corresponding with centre bore 8 place, by adhesive by the stone base of column with
Top plate bonds, and building frame is then moved back to former address, passes through the through-hole on the stone base of column 11 to be inserted in centre bore 8 on column 10
It is interior, so that building is connect with vibration abatement；When the stone base of column 11 is higher, column 10 can be lengthened, it is apparent to prevent building whole height
Decline.
Finally, it is equipped with floor on vibration abatement or floor tile is decorated, vibration abatement is blocked, to maintain ancient architecture
The original appearance built；The setting of shelter should not influence the Relative sliding between column and vibration abatement.
Ancient building provided by the invention based on earthquake-resistant structure is reinforced and restorative procedure, and vibration abatement is arranged on ground,
Building is connect by column with vibration abatement, when vibrations occur or rock due to earthquake or other external force, column and ground
Existing certain constraint between base, and limited displacement can be generated, the anti-torsion performance of building is improved, building is reduced
Degree of deformation, and then improve its anti-seismic performance.
Ancient building provided by the invention based on earthquake-resistant structure is reinforced and restorative procedure, the guide post in vibration abatement with lead
Multiple springs are equipped with along different directions between hole, increase the damping force slid, while also providing the rebound of reset
Power, to reduce the amplitude for tilting or rocking.
Ancient building provided by the invention based on earthquake-resistant structure is reinforced and restorative procedure, vibration abatement are arranged under the stone base of column
Side, vibration abatement is blocked, can maintain the original appearance of ancient building by jewelry, does not influence sight property.
Ancient building provided by the invention based on earthquake-resistant structure is reinforced and restorative procedure, is suitable for adding for wood-structure old building
Gu with repairing.
Claims (3)
1. a kind of ancient building based on earthquake-resistant structure is reinforced and restorative procedure, which is characterized in that include the following steps：
Step 1 will be located at the building frame on the stone base of column by column and all tear open and falls, and integrally be moved away from the stone base of column；
Step 2 removes the stone base of column, and vibration abatement is arranged in the lower section of each stone base of column position successively；Vibration abatement includes steel plate
(1) and steelframe on steel plate (1) is set, the lower face of the steel plate (1) is equipped with drill rod (2), and the drill rod (2) connects with ground
It connects, the upper surface of steel plate (1) is equipped with guide post (3), and the steelframe includes stacked top plate (5) and lower plywood (4), under described
Laminate (4) is equipped with pilot hole (6), the upper surface and lower face of the pilot hole (6) perforation lower plywood (4), pilot hole (6) with
Guide post (3) is correspondingly arranged, and guide post (3) is inserted in pilot hole (6), and the internal diameter of pilot hole (6) is more than the straight of guide post (3)
Diameter, horizontal in pilot hole (6) to be equipped with more springs (7), the more springs (7) are arranged along different directions, one end of spring (7)
It is connect with the side wall of pilot hole (6), the other end is welded with guide post (3), and top plate (5) is equipped with centre bore (8), lower plywood (4)
It is connect by rod iron (9) between top plate (5)；
Step 3 repairs column, will damage by worms, the rejecting of rotten part, carries out preservative treatment, repaired with wooden unit, is used in combination viscous
Mixture cements；The place of cracking is repaired with batten, adhesive is used in combination to cement；
Step 4, chisel sets through-hole in an axial direction on the stone base of column, and the through-hole is identical as centre bore (8) size, the shape of top plate (5)；
The stone base of column is moved on vibration abatement, makes through-hole is corresponding with centre bore (8) to place, by adhesive by the stone base of column and top plate (5)
Then building frame is moved back to by adhesion, pass through the through-hole on the stone base of column to be inserted in centre bore (8) on column, make building with
Vibration abatement connects.
2. the ancient building reinforcing based on earthquake-resistant structure and restorative procedure as described in claim 1, which is characterized in that the step
In 2, the setting method of vibration abatement is：Foundation pit is dug out on stylobate, and concrete segment is buried in foundation pit, makes concrete segment
It is linked together composition ground with stylobate, then steel plate (1) is set on concrete segment, the drill rod (2) of steel plate (1) below is passed through
Cast-in-place concrete is connect with concrete segment, in the top of steel plate (1) setting lower plywood (4), guide post (3) is made to be inserted in guiding
In hole (6)；The setting spring (7) in pilot hole (6), by the sidewall weld of one end of spring (7) and pilot hole (6), the other end
It is welded with guide post (3)；In the top of lower plywood (4) setting top plate (5), lower plywood (4) and top plate (5) are passed through into rod iron
(9) it welds.
3. the ancient building reinforcing based on earthquake-resistant structure and restorative procedure as described in claim 1, which is characterized in that the step
In 2, pilot hole (6) and rod iron (9) are arranged at the peripheral position of lower plywood (4), and pilot hole (6) is arranged with rod iron (9) interval.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810433860.2A CN108612337B (en) | 2018-05-08 | 2018-05-08 | Ancient building reinforcing and repairing method based on structural seismic resistance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810433860.2A CN108612337B (en) | 2018-05-08 | 2018-05-08 | Ancient building reinforcing and repairing method based on structural seismic resistance |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108612337A true CN108612337A (en) | 2018-10-02 |
| CN108612337B CN108612337B (en) | 2020-03-24 |
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ID=63662420
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810433860.2A Active CN108612337B (en) | 2018-05-08 | 2018-05-08 | Ancient building reinforcing and repairing method based on structural seismic resistance |
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| Country | Link |
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| CN (1) | CN108612337B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113833339A (en) * | 2021-09-24 | 2021-12-24 | 中国水利水电科学研究院 | Earthquake-resistant structure of historic building and construction method thereof |
| CN117966891A (en) * | 2024-02-05 | 2024-05-03 | 中国矿业大学 | Replaceable interlayer energy dissipation device of modularized steel structure |
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| JPH07279386A (en) * | 1994-04-15 | 1995-10-27 | Fujita Corp | Vibration-proof structure for double floor |
| CN2521285Y (en) * | 2001-04-20 | 2002-11-20 | 税浩旭 | Friction sliding supporting seat |
| US20080098670A1 (en) * | 2006-10-31 | 2008-05-01 | Hai Tang Hsu | Earthquake resistant building foundation |
| CN201217964Y (en) * | 2008-07-10 | 2009-04-08 | 刘呈辉 | Shock-resistant construction |
| JP2014214513A (en) * | 2013-04-26 | 2014-11-17 | 寺泊産業株式会社 | Outdoor installation type building aseismatic device and construction method thereof |
| CN105442641A (en) * | 2015-12-02 | 2016-03-30 | 梁海森 | Pillar interconnecting aseismic structure for pseudo-classic architecture |
| CN105544761A (en) * | 2015-12-11 | 2016-05-04 | 北京建筑大学 | Shape memory alloy rolling horizontal and vertical multidimensional isolation bearing |
| CN106677557A (en) * | 2017-03-10 | 2017-05-17 | 中国机械工业集团有限公司 | Supporting protective structure capable of replacing large air spring through jacking and construction technique |
| CN206829169U (en) * | 2017-05-14 | 2018-01-02 | 刘兴振 | A kind of assembled architecture elastic anti-seismic suspension column seat |
-
2018
- 2018-05-08 CN CN201810433860.2A patent/CN108612337B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07279386A (en) * | 1994-04-15 | 1995-10-27 | Fujita Corp | Vibration-proof structure for double floor |
| CN2521285Y (en) * | 2001-04-20 | 2002-11-20 | 税浩旭 | Friction sliding supporting seat |
| US20080098670A1 (en) * | 2006-10-31 | 2008-05-01 | Hai Tang Hsu | Earthquake resistant building foundation |
| CN201217964Y (en) * | 2008-07-10 | 2009-04-08 | 刘呈辉 | Shock-resistant construction |
| JP2014214513A (en) * | 2013-04-26 | 2014-11-17 | 寺泊産業株式会社 | Outdoor installation type building aseismatic device and construction method thereof |
| CN105442641A (en) * | 2015-12-02 | 2016-03-30 | 梁海森 | Pillar interconnecting aseismic structure for pseudo-classic architecture |
| CN105544761A (en) * | 2015-12-11 | 2016-05-04 | 北京建筑大学 | Shape memory alloy rolling horizontal and vertical multidimensional isolation bearing |
| CN106677557A (en) * | 2017-03-10 | 2017-05-17 | 中国机械工业集团有限公司 | Supporting protective structure capable of replacing large air spring through jacking and construction technique |
| CN206829169U (en) * | 2017-05-14 | 2018-01-02 | 刘兴振 | A kind of assembled architecture elastic anti-seismic suspension column seat |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113833339A (en) * | 2021-09-24 | 2021-12-24 | 中国水利水电科学研究院 | Earthquake-resistant structure of historic building and construction method thereof |
| CN113833339B (en) * | 2021-09-24 | 2022-10-11 | 中国水利水电科学研究院 | Earthquake-resistant structure of historic building and construction method thereof |
| CN117966891A (en) * | 2024-02-05 | 2024-05-03 | 中国矿业大学 | Replaceable interlayer energy dissipation device of modularized steel structure |
| CN117966891B (en) * | 2024-02-05 | 2024-08-16 | 中国矿业大学 | Replaceable interlayer energy dissipation device of modularized steel structure |
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| Publication number | Publication date |
|---|---|
| CN108612337B (en) | 2020-03-24 |
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