CN111364795A - Shock resistance ancient building foundation reinforced structure - Google Patents
Shock resistance ancient building foundation reinforced structure Download PDFInfo
- Publication number
- CN111364795A CN111364795A CN202010173566.XA CN202010173566A CN111364795A CN 111364795 A CN111364795 A CN 111364795A CN 202010173566 A CN202010173566 A CN 202010173566A CN 111364795 A CN111364795 A CN 111364795A
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- fixed
- supporting
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- bottom plate
- annular
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- 230000035939 shock Effects 0.000 title claims description 6
- 238000013016 damping Methods 0.000 claims abstract description 46
- 230000007246 mechanism Effects 0.000 claims abstract description 44
- 230000006835 compression Effects 0.000 claims abstract description 12
- 238000007906 compression Methods 0.000 claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 9
- 230000002787 reinforcement Effects 0.000 claims description 9
- 230000000694 effects Effects 0.000 abstract description 6
- 230000002035 prolonged effect Effects 0.000 abstract description 3
- 238000009826 distribution Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- 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
- E04G23/0225—Increasing or restoring the load-bearing capacity of building construction elements of circular building elements, e.g. by circular bracing
-
- 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)
- Environmental & Geological Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Mechanical Engineering (AREA)
- Electrochemistry (AREA)
- Chemical & Material Sciences (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses an earthquake-resistant historic building foundation reinforcing structure which comprises a fixing bottom plate and a supporting bottom plate, wherein a plurality of bearing columns are fixed at the bottom end of the fixing bottom plate. According to the invention, the plurality of damping mechanisms are fixed between the fixed floor and the supporting bottom plate, each damping mechanism comprises the first damping spring and the second damping spring, the damping effect is improved, when the first damping springs are in the maximum compression state, the second damping springs are also in the maximum compression state, when the first sleeves are close to each other, as the second damping springs are arranged between the first sleeves, collision cannot occur between the first sleeves, and the service life is prolonged; meanwhile, the supporting mechanism and the clamping mechanism are designed, the purpose of reinforcing the upright column foundation is achieved, the fixing is firm and the dismounting is convenient, the strength between the clamping mechanism and the fixing bottom plate can be enhanced through the designed supporting mechanism, the ancient building is protected in a foundation manner, and the ancient building can be kept in good condition under the condition of extreme earthquake disasters.
Description
Technical Field
The invention relates to the field of ancient buildings, in particular to an earthquake-resistant ancient building foundation reinforcing structure.
Background
The ancient buildings refer to civil buildings and public buildings before the country construction with historical significance, the ancient buildings comprise buildings in the period of the nation, and some ancient buildings are reserved in China, a plurality of ancient towns and most of large cities.
The existing ancient building stand column is easy to loosen after being used for a long time, and the anti-seismic effect is not good. Simultaneously, adopt welding or nail to consolidate the ancient building outer wall mostly to the reinforcement of stand, fixed mode is firm, but inconvenient dismantlement when needs maintenance has brought inconvenience. Simultaneously, after the outer wall of ancient building stand used the fixed many places of mounting to be fixed, there was not good support between the mounting to reduce reinforcing apparatus's reinforcement intensity easily, reduced life.
Disclosure of Invention
In order to solve the defects mentioned in the background technology, the invention aims to provide an earthquake resistant ancient building foundation reinforcing structure, a plurality of damping mechanisms are fixed between a fixed floor and a supporting bottom plate, each damping mechanism comprises a first damping spring and a second damping spring, the damping effect is improved, when the first damping springs are in the maximum compression state, the second damping springs are also in the maximum compression state, when the first sleeves are close to each other, the first sleeves cannot collide with each other due to the fact that the second damping springs are arranged between the first sleeves, and the service life is prolonged;
meanwhile, the supporting mechanism and the clamping mechanism are designed, the purpose of reinforcing the upright column foundation is achieved, the fixing is firm and the dismounting is convenient, the strength between the clamping mechanism and the fixing bottom plate can be enhanced through the designed supporting mechanism, the ancient building is protected in a foundation manner, and the ancient building can be kept in good condition under the condition of extreme earthquake disasters.
The purpose of the invention can be realized by the following technical scheme:
the utility model provides an earthquake resistance ancient building basis reinforced structure, includes PMKD, the PMKD bottom mounting has a plurality of spandrel columns, and the PMKD intermediate position is opened has first through hole, and the PMKD top is provided with supporting baseplate, and the supporting baseplate intermediate position is opened has the second through hole, and second through hole and first through hole distribute with one heart.
Be provided with a plurality of damper between supporting baseplate and the PMKD, damper includes the first sleeve that two mirrors set up, is provided with first loop bar between the first sleeve, and the both ends of first loop bar all are provided with first annular plate, and the diapire of first annular plate and first cavity is fixed with first damping spring, is fixed with second damping spring between the first sleeve tip, and second damping spring runs through first loop bar.
The supporting mechanism is arranged at the side end of the supporting base plate and comprises a first supporting rod arranged above the supporting base plate, a second supporting rod is fixed at the middle position of the first supporting rod, two through holes are formed in the outer wall of the first supporting rod, first vertical columns in the vertical direction are fixed at the end portions of the two sides of the first supporting rod and the end portion of the outer side of the second supporting rod, second vertical columns are arranged below the first vertical columns, and the bottom ends of the second vertical columns are welded and fixed on the fixing base plate.
Be provided with fixture between the supporting mechanism, fixture includes the semicircle clamping ring of two symmetric distributions, and the both ends of semicircle clamping ring all are fixed with the connecting block, and the activity runs through between the connecting block has connecting screw, and connecting screw's both sides tip all sets up in the through-hole, and connecting screw's both ends and first bracing piece lateral wall flush.
Threaded holes are formed in the two end portions of the connecting screw rod, fastening bolts are connected in the threaded holes, two first screw caps and two second screw caps which are symmetrically distributed are connected in the middle of the connecting screw rod, and the first screw caps and the second screw caps are screwed and attached to the connecting block.
Furthermore, the bearing column is arranged underground, and the fixed bottom plate is arranged on the ground.
Furthermore, the first sleeve is respectively welded and fixed with the upper end face of the fixed bottom plate and the lower end face of the supporting bottom plate, a first cavity is formed in the first sleeve, and a first annular ring is arranged at the end of the first cavity.
Further, the first annular plate and the first cavity, the first stem and the first annular ring are all in sliding fit.
Further, when the first damping spring is in a maximum compression state, the second damping spring is also in a maximum compression state.
Furthermore, a second annular plate is fixed at the bottom end of the first upright column and the end part of the second upright column, a second sleeve is arranged between the first upright column and the second upright column, a second cavity is formed in the second sleeve, and second annular rings are arranged at the two end parts of the second cavity.
Furthermore, the second annular plate and the second cavity, the first upright post and the second annular ring, and the second upright post and the second annular ring are in sliding fit, and a third damping spring is fixed between the second annular plates.
Furthermore, the outer side end of the semicircular clamping ring is provided with positioning holes which are concentrically distributed with the second supporting rod, and the inner side end of the second supporting rod is tightly clamped in the positioning holes.
The invention has the beneficial effects that:
1. according to the invention, the plurality of damping mechanisms are fixed between the fixed floor and the supporting bottom plate, each damping mechanism comprises the first damping spring and the second damping spring, the damping effect is improved, when the first damping springs are in the maximum compression state, the second damping springs are also in the maximum compression state, when the first sleeves are close to each other, as the second damping springs are arranged between the first sleeves, collision cannot occur between the first sleeves, and the service life is prolonged;
2. the supporting mechanism and the clamping mechanism are designed, the purpose of reinforcing the upright column foundation is achieved, the fixing is firm and the dismounting is convenient, the strength between the clamping mechanism and the fixing bottom plate can be enhanced by the designed supporting mechanism, the ancient building is protected on the basis, and the ancient building can be kept in good condition under the condition of extreme earthquake disasters.
Drawings
The invention will be further described with reference to the accompanying drawings.
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the connection of the mounting plate, the support plate and the damping mechanism of the present invention;
FIG. 3 is a schematic view of the shock absorbing mechanism of the present invention;
FIG. 4 is a schematic view of the support mechanism of the present invention;
FIG. 5 is a schematic cross-sectional view of the support mechanism of the present invention;
FIG. 6 is a schematic view of the clamping mechanism of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "opening," "upper," "lower," "thickness," "top," "middle," "length," "inner," "peripheral," and the like are used in an orientation or positional relationship that is merely for convenience in describing and simplifying the description, and do not indicate or imply that the referenced component or element must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be considered as limiting the present invention.
The utility model provides an earthquake resistance ancient building basis reinforced structure, as shown in fig. 1 and 2, includes PMKD 1, and 1 bottom mounting of PMKD has a plurality of spandrel columns 11, and the spandrel column 11 sets up underground, and PMKD 1 sets up on ground. A first through hole 12 is formed in the middle of the fixed bottom plate 1, a supporting bottom plate 2 is arranged above the fixed bottom plate 1, a second through hole 21 is formed in the middle of the supporting bottom plate 2, the second through hole 21 and the first through hole 12 are distributed concentrically, and a plurality of damping mechanisms 3 are arranged between the supporting bottom plate 2 and the fixed bottom plate 1.
As shown in fig. 2 and 3, the damping mechanism 3 includes two first sleeves 31 arranged in a mirror image manner, and the first sleeves 31 are respectively welded and fixed to the upper end surface of the fixed base plate 1 and the lower end surface of the support base plate 2. A first cavity 311 is formed in the first sleeve 31, a first annular ring 312 is arranged at the end of the first cavity 311, a first sleeve rod 32 is arranged between the first sleeves 31, first annular plates 321 are arranged at the two ends of the first sleeve rod 32, and the first annular plates 321 are in sliding fit with the first cavity 311, the first sleeve rod 32 and the first annular ring 312. The first annular plate 321 and the bottom wall of the first cavity 311 are fixed with a first damping spring 33, a second damping spring 34 is fixed between the ends of the first sleeve 31, and the second damping spring 34 penetrates through the first sleeve 32.
When the first damper springs 33 are in the maximum compression state, the second damper springs 34 are also in the maximum compression state, and when the first sleeves 31 are close to each other, since the second damper springs 34 are disposed between the first sleeves 31, collision between the first sleeves 31 does not occur.
As shown in fig. 1 and 4, a supporting mechanism 4 is disposed at a side end of the supporting base plate 2, the supporting mechanism 4 includes a first supporting rod 41 disposed above the supporting base plate 2, a second supporting rod 42 is fixed at a middle position of the first supporting rod 41, and two through holes 411 are opened on an outer wall of the first supporting rod 41. The end parts of the two sides of the first supporting rod 41 and the end part of the outer side of the second supporting rod 42 are both fixed with a first upright column 43 in the vertical direction, a second upright column 44 is arranged below the first upright column 43, and the bottom end of the second upright column 44 is welded and fixed on the fixed bottom plate 1.
As shown in fig. 4 and 5, a second annular plate 45 is fixed to both the bottom end of the first upright column 43 and the end of the second upright column 44, a second sleeve 46 is disposed between the first upright column 43 and the second upright column 44, a second cavity 461 is opened inside the second sleeve 46, second annular rings 462 are disposed at both ends of the second cavity 461, the second annular plate 45 and the second cavity 461, the first upright column 43 and the second annular ring 462, the second upright column 44 and the second annular ring 462 are in sliding fit, and a third damping spring 47 is fixed between the second annular plates 45.
As shown in fig. 1 and 6, a clamping mechanism 5 is disposed between the supporting mechanisms 4, the clamping mechanism 5 includes two semicircular clamping rings 51 symmetrically distributed, positioning holes 511 concentrically distributed with the second supporting rod 42 are formed at outer side ends of the semicircular clamping rings 51, and an inner side end of the second supporting rod 42 is tightly clamped in the positioning holes 511. Connecting blocks 52 are fixed at two end parts of the semicircular clamping ring 51, a connecting screw 53 penetrates through the connecting blocks 52 in a movable mode, end parts of two sides of the connecting screw 53 are arranged in the through hole 411, and two end parts of the connecting screw 53 are flush with the side wall of the first supporting rod 41.
Both ends of the connecting screw 53 are provided with threaded holes 531, fastening bolts 54 are connected in the threaded holes 531, and after the fastening bolts 54 are screwed down, the fastening bolts 54 are attached to the side walls of the first support rods 41. The intermediate position of connecting screw 53 is connected with two symmetric distribution's first nut 55 and second nut 56, and first nut 55 and second nut 56 are screwed up the laminating back on connecting block 52, and semicircle clamping ring 51 carries out the centre gripping to the ancient building stand A that sets up in semicircle clamping ring 51, and ancient building stand A's bottom sets up in second through hole 21 and first through hole 12.
When using, bury ancient building stand and heel post deeply in underground after, the rethread PMKD 1 with support baseplate 2 middle through-hole carries on spacingly to ancient building stand, fix damper 3 between PMKD 1 and support baseplate 2 simultaneously.
Then the supporting mechanism 4 is fixed on the fixing base plate 1, and the clamping mechanism 5 is fixed on the ancient building column through the first nut 55, the second nut 56 and the fastening bolt 54, so as to realize the fixation. When earthquake feelings exist, the supporting mechanism 4 and the clamping mechanism 5 are matched with the damping mechanism 3 to achieve the purpose of damping and reinforcing, the damping and shock insulation effects are large, the ancient building is protected on a foundation basis, and the ancient building can be kept intact under the condition of extreme earthquake disasters.
In the description herein, references to the description of "one embodiment," "an example," "a specific example" or the like are intended to mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the invention as claimed.
Claims (8)
1. The seismic ancient building foundation reinforcing structure comprises a fixed base plate (1), and is characterized in that a plurality of bearing columns (11) are fixed at the bottom end of the fixed base plate (1), a first through hole (12) is formed in the middle of the fixed base plate (1), a supporting base plate (2) is arranged above the fixed base plate (1), a second through hole (21) is formed in the middle of the supporting base plate (2), and the second through hole (21) and the first through hole (12) are concentrically distributed;
a plurality of damping mechanisms (3) are arranged between the supporting base plate (2) and the fixed base plate (1), each damping mechanism (3) comprises two first sleeves (31) arranged in a mirror image mode, a first loop bar (32) is arranged between the first sleeves (31), first annular plates (321) are arranged at two ends of each first loop bar (32), first damping springs (33) are fixed on the bottom walls of the first annular plates (321) and the first cavities (311), second damping springs (34) are fixed between the ends of the first sleeves (31), and the second damping springs (34) penetrate through the first loop bars (32);
a supporting mechanism (4) is arranged at the side end of the supporting bottom plate (2), the supporting mechanism (4) comprises a first supporting rod (41) arranged above the supporting bottom plate (2), a second supporting rod (42) is fixed at the middle position of the first supporting rod (41), two through holes (411) are formed in the outer wall of the first supporting rod (41), first vertical columns (43) in the vertical direction are fixed at the end parts of two sides of the first supporting rod (41) and the end parts of the outer side of the second supporting rod (42), second vertical columns (44) are arranged below the first vertical columns (43), and the bottom ends of the second vertical columns (44) are welded and fixed on the fixed bottom plate (1);
a clamping mechanism (5) is arranged between the supporting mechanisms (4), the clamping mechanism (5) comprises two semicircular clamping rings (51) which are symmetrically distributed, connecting blocks (52) are fixed at two end parts of each semicircular clamping ring (51), a connecting screw rod (53) is movably penetrated between the connecting blocks (52), two end parts of each connecting screw rod (53) are arranged in the through hole (411), and two end parts of each connecting screw rod (53) are flush with the side wall of the first supporting rod (41);
both ends of the connecting screw rod (53) are provided with threaded holes (531), fastening bolts (54) are connected in the threaded holes (531), the middle position of the connecting screw rod (53) is connected with two first screw caps (55) and two second screw caps (56) which are symmetrically distributed, and the first screw caps (55) and the second screw caps (56) are screwed and attached to the connecting block (52).
2. The reinforcement structure of foundation of ancient earthquake-resistant building according to claim 1, characterized in that, the bearing column (11) is arranged underground, and the fixed bottom plate (1) is arranged on the ground.
3. The reinforcement structure of the foundation of the earthquake-resistant historic building according to claim 1, wherein the first sleeve (31) is respectively welded and fixed with the upper end surface of the fixed bottom plate (1) and the lower end surface of the supporting bottom plate (2), a first cavity (311) is formed in the first sleeve (31), and a first annular ring (312) is arranged at the end part of the first cavity (311).
4. The reinforcement structure for an earthquake resistant historic building foundation according to claim 1, wherein the first annular plate (321) and the first cavity (311), the first loop bar (32) and the first annular ring (312) are all slip fit.
5. The reinforcement structure for an earthquake-resistant historic building foundation according to claim 1, wherein when the first shock absorbing spring (33) is in a maximum compression state, the second shock absorbing spring (34) is also in a maximum compression state.
6. The reinforcement structure for the foundation of the earthquake-resistant historic building according to claim 1, wherein a second annular plate (45) is fixed at the bottom end of the first upright post (43) and the end part of the second upright post (44), a second sleeve (46) is arranged between the first upright post (43) and the second upright post (44), a second cavity (461) is opened inside the second sleeve (46), and second annular rings (462) are arranged at the two end parts of the second cavity (461).
7. The reinforcement structure of an earthquake resistant historic building foundation according to claim 6, wherein the second annular plate (45) and the second cavity (461), the first upright post (43) and the second annular ring (462), and the second upright post (44) and the second annular ring (462) are in sliding fit, and a third damping spring (47) is fixed between the second annular plates (45).
8. The reinforcement structure for the foundation of the earthquake-resistant historic building according to claim 1, wherein the outer side ends of the semicircular clamping rings (51) are respectively provided with a positioning hole (511) which is concentrically distributed with the second supporting rod (42), and the inner side ends of the second supporting rods (42) are tightly clamped in the positioning holes (511).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010173566.XA CN111364795A (en) | 2020-03-13 | 2020-03-13 | Shock resistance ancient building foundation reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010173566.XA CN111364795A (en) | 2020-03-13 | 2020-03-13 | Shock resistance ancient building foundation reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111364795A true CN111364795A (en) | 2020-07-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010173566.XA Pending CN111364795A (en) | 2020-03-13 | 2020-03-13 | Shock resistance ancient building foundation reinforced structure |
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| Country | Link |
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| CN (1) | CN111364795A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049244A (en) * | 2020-09-21 | 2020-12-08 | 大理大学 | A load-bearing member for wooden buildings |
| CN113152715A (en) * | 2021-03-26 | 2021-07-23 | 中国建材国际工程集团有限公司 | Anti-seismic reinforcing structure of existing building |
| CN114541468A (en) * | 2022-01-29 | 2022-05-27 | 开封市文化旅游投资集团有限公司 | Road under-penetration construction historic building protection device |
| CN114562128A (en) * | 2022-03-31 | 2022-05-31 | 中铁城建集团第一工程有限公司 | Steel structure plant maintenance plate reinforcing structure and using method thereof |
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| WO2016103073A1 (en) * | 2014-12-23 | 2016-06-30 | Modula S.P.A. Con Socio Unico | Anti-seismic support for warehouses and load-bearing structure with such support |
| CN106958379A (en) * | 2017-05-11 | 2017-07-18 | 上海国动网络通信有限公司 | Shockproof communication tower |
| CN208056682U (en) * | 2018-03-09 | 2018-11-06 | 江苏省建筑园林设计院有限公司 | Bracing means in ancient building |
| CN109653530A (en) * | 2019-01-16 | 2019-04-19 | 西安建筑科技大学 | A kind of ancient architecture suspension column bracing means |
| CN208918338U (en) * | 2018-09-11 | 2019-05-31 | 成都建工工业化建筑有限公司 | A kind of prefabricated components shock-absorbing supporting device |
| KR20190129591A (en) * | 2018-05-11 | 2019-11-20 | 인제대학교 산학협력단 | Earthquake Prepared Concrete Pillar Repair method |
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| WO2016103073A1 (en) * | 2014-12-23 | 2016-06-30 | Modula S.P.A. Con Socio Unico | Anti-seismic support for warehouses and load-bearing structure with such support |
| CN106958379A (en) * | 2017-05-11 | 2017-07-18 | 上海国动网络通信有限公司 | Shockproof communication tower |
| CN208056682U (en) * | 2018-03-09 | 2018-11-06 | 江苏省建筑园林设计院有限公司 | Bracing means in ancient building |
| KR20190129591A (en) * | 2018-05-11 | 2019-11-20 | 인제대학교 산학협력단 | Earthquake Prepared Concrete Pillar Repair method |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049244A (en) * | 2020-09-21 | 2020-12-08 | 大理大学 | A load-bearing member for wooden buildings |
| CN112049244B (en) * | 2020-09-21 | 2021-12-14 | 大理大学 | Bearing member for wooden building |
| CN113152715A (en) * | 2021-03-26 | 2021-07-23 | 中国建材国际工程集团有限公司 | Anti-seismic reinforcing structure of existing building |
| CN113152715B (en) * | 2021-03-26 | 2025-09-19 | 中国建材国际工程集团有限公司 | Earthquake-resistant reinforcing structure of existing building |
| CN114541468A (en) * | 2022-01-29 | 2022-05-27 | 开封市文化旅游投资集团有限公司 | Road under-penetration construction historic building protection device |
| CN114541468B (en) * | 2022-01-29 | 2024-04-23 | 开封市文化旅游投资集团有限公司 | Road underpass construction ancient building protection device |
| CN114562128A (en) * | 2022-03-31 | 2022-05-31 | 中铁城建集团第一工程有限公司 | Steel structure plant maintenance plate reinforcing structure and using method thereof |
| CN114562128B (en) * | 2022-03-31 | 2024-03-26 | 中铁城建集团第一工程有限公司 | steel structure factory building maintenance plate reinforcing structure and use method thereof |
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Application publication date: 20200703 |