CN113235973A - Temporary supporting structure used before integral movement of ancient coffin chamber - Google Patents
Temporary supporting structure used before integral movement of ancient coffin chamber Download PDFInfo
- Publication number
- CN113235973A CN113235973A CN202110644243.9A CN202110644243A CN113235973A CN 113235973 A CN113235973 A CN 113235973A CN 202110644243 A CN202110644243 A CN 202110644243A CN 113235973 A CN113235973 A CN 113235973A
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- Prior art keywords
- coffin chamber
- horizontal
- rod
- ancient
- chamber
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 53
- 239000010959 steel Substances 0.000 claims abstract description 53
- 241001669679 Eleotris Species 0.000 claims abstract description 13
- 230000003139 buffering effect Effects 0.000 abstract description 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 6
- 238000011161 development Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000002093 peripheral effect Effects 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000011449 brick Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000013519 translation Methods 0.000 description 1
Images
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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
-
- 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
- E04H13/00—Monuments; Tombs; Burial vaults; Columbaria
-
- 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
- E04H13/00—Monuments; Tombs; Burial vaults; Columbaria
- E04H13/001—Accessories for grave sites, e.g. liners, covers, vault lowering devices
-
- 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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G2025/042—Shores or struts; Chocks telescopic with devices to avoid accidental disengagement of the telescopic elements, e.g. during transport
Abstract
The invention discloses a temporary supporting structure used before the integral movement of an ancient coffin chamber, which comprises a bracket main body arranged inside the ancient coffin chamber; the bracket main body is formed by mutually overlapping a first horizontal rod, a second horizontal rod and an upright rod through fasteners, a plurality of first horizontal rods, second horizontal rods and upright rods are mutually overlapped along three mutually vertical directions respectively, and common intersection positions are formed among the first horizontal rods, the second horizontal rods and the upright rods; the lower end of the vertical rod is provided with a channel steel, and the upper end of the vertical rod is provided with a sleeper; steel plate layers are respectively arranged at the contact positions of the bracket main body and the lateral surface and the upper surface of the ancient coffin chamber; the end parts of the first horizontal rod and the second horizontal rod are respectively provided with a telescopic part. The invention is easy to assemble and disassemble, can realize local disassembly for local replacement, has high safety, and can ensure that the inner wall of the historic tomb chamber cannot be damaged during movement by arranging the buffering and blocking structures of the sleepers, the steel plate layers and the channel steel.
Description
Technical Field
The invention relates to the technical field of internal support of an ancient coffin chamber before integral movement, in particular to a temporary support structure for the ancient coffin chamber before integral movement.
Background
With the continuous development of cities, some old buildings need to be dismantled or shifted to facilitate the expansion of new roads, the construction of new buildings and the like. For valuable buildings such as historical relics and ancient buildings, in order to not destroy the original appearance of old buildings, the method of moving the whole building to the outside of the reconstruction and extension range is generally adopted for processing, and part of the buildings can establish an original-address museum at the moved place.
The ancient tomb rooms are buried underground, so that the archaeological value of the old building can be kept for a longer time, and due to various reasons, some ancient tombs are already excavated, and colorful scary ladies appear in front of the world; but until now a large number of ancient coffin chambers were left undiscovered. With the continuous development of society, the development area of cities is also continuously enlarged, and ancient coffin rooms buried underground are easier to find in the process of expanding development. In order to keep the whole building structure of the ancient coffin chamber and avoid obstructing the development process, the whole ancient coffin chamber is moved as a better method. The ancient coffin chamber is discovered through rescue and moves integrally, the ancient coffin chamber and the peripheral soil body are disturbed, the stress state of the ancient coffin chamber is changed, and the structure of part of the ancient coffin chamber is kept to be supported by the stress of the peripheral soil body. Therefore, the ancient coffin chamber needs to be supported before moving, so as to avoid that the ancient coffin chamber can not maintain the original structure due to loss of the force of the peripheral soil body when moving integrally.
However, the inventor found that the internal supporting technology before the conventional ancient coffin chamber moves has low construction efficiency when the internal supporting technology of the ancient coffin chamber is used for supporting the ancient coffin chamber, delays the development, easily damages the interior of the ancient coffin chamber when supporting, and even possibly destroys the archaeological value of the ancient coffin chamber.
Disclosure of Invention
In order to overcome the technical defects that the ancient coffin chamber is easy to damage and the construction efficiency is low in the conventional internal support technology of the ancient coffin chamber, the invention provides the detachable temporary support structure which is used for the ancient coffin chamber before the whole ancient coffin chamber moves, has high construction efficiency and is difficult to damage the interior of the ancient coffin chamber.
In order to solve the problems, the invention is realized according to the following technical scheme:
the invention relates to a temporary supporting structure used before the integral movement of an ancient coffin chamber, which comprises a bracket main body arranged inside the ancient coffin chamber;
the bracket main body is formed by mutually overlapping a first horizontal rod, a second horizontal rod and an upright rod through fasteners, a plurality of first horizontal rods, second horizontal rods and upright rods are mutually overlapped along three mutually vertical directions respectively, and common intersection positions are formed among the first horizontal rods, the second horizontal rods and the upright rods;
the lower end of the vertical rod is provided with a channel steel, and the upper end of the vertical rod is provided with a sleeper;
steel plate layers are respectively arranged at the contact positions of the bracket main body and the lateral surface and the upper surface of the ancient coffin chamber;
the end parts of the first horizontal rod and the second horizontal rod are respectively provided with a telescopic part.
Preferably, the first horizontal rod, the second horizontal rod and the vertical rod are respectively distributed at equal intervals.
Specifically, the telescopic part is a threaded telescopic support leg.
Specifically, the fastening piece is a fastening connection piece fastened by a bolt.
Preferably, the steel plate layer comprises a plurality of steel plates in a strip shape.
Specifically, the thickness of the steel plate layer is 3 mm.
Specifically, the thickness of the sleeper is 30 mm.
Specifically, the channel steel is number 12 channel steel.
Specifically, the first horizontal rod, the second horizontal rod and the vertical rod are respectively made of steel pipes with the diameter of 48 mm.
Preferably, the horizontal spacing and the vertical spacing of the first horizontal rod, the second horizontal rod and the vertical rod are all in the range of 0.6-1 m.
Compared with the prior art, the invention has the beneficial effects that:
1. the support main body is a temporary support structure and is used for supporting the inside of the ancient coffin chamber before and during the movement of the ancient coffin chamber. Because the support main part passes through the lock joint spare and connects for after ancient coffin chamber removes, the support main part is easily demolishd, thereby can progressively demolish the permanent bearing structure of replacement when the support main part, can ensure ancient coffin chamber's structural integrity and constructor's security simultaneously.
2. According to the invention, the buckling connection is realized through the buckling pieces, and the telescopic parts are arranged at the end parts of the first horizontal rod and the second horizontal rod, so that the integral connection efficiency of the support main body in the ancient tomb chamber is high, the support main body is easy to disassemble, and the integral construction speed of the support structure can be accelerated while the reliability of the load bearing of the support main body is not influenced.
3. According to the invention, the end parts of the support main body are respectively provided with the channel steel, the sleepers and the steel plate layer, so that the end parts of the support main body are not directly supported on the inner wall of the ancient tomb chamber, the channel steel, the sleepers and the steel plate layer can protect the integrity of the inner wall of the ancient tomb chamber, meanwhile, the structure for connecting the support main body with the interior of the ancient tomb chamber is more reliable, and the stress distribution of the inner wall of the ancient tomb chamber is more reasonable.
Drawings
Embodiments of the invention are described in further detail below with reference to the attached drawing figures, wherein:
FIG. 1 is a schematic view of a temporary support structure for an integral ancient tomb before moving according to the present invention;
FIG. 2 is a schematic top view of the temporary support structure of the present invention before being used for the integral movement of an ancient tomb;
FIG. 3 is a schematic side view of the temporary support structure of the present invention before being used for the integral movement of an ancient tomb;
in the figure:
1-a stent body;
11-a first horizontal rod, 12-a second horizontal rod, 13-a vertical rod, 14-a fastener and 15-a telescopic part;
2-channel steel;
3-sleeper;
4-steel plate layer.
Detailed Description
The preferred embodiments of the present invention will be described in conjunction with the accompanying drawings, and it will be understood that they are described herein for the purpose of illustration and explanation and not limitation.
In the description of the present invention, it is to be understood that the terms "upper", "lower", and the like, indicate orientations or positional relationships based on those shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified.
In the description of the invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
As shown in fig. 1 to 3, the preferred structure of the temporary support structure for the ancient coffin chamber before the whole ancient coffin chamber is moved is disclosed.
The invention discloses a temporary supporting structure used before the integral movement of an ancient coffin chamber, which comprises a bracket main body 1 arranged inside the ancient coffin chamber; the bracket main body 1 is formed by mutually fastening and lapping a first horizontal rod 11, a second horizontal rod 12 and an upright rod 13 through fastening pieces 14, a plurality of first horizontal rods 11, a plurality of second horizontal rods 12 and a plurality of upright rods 13 are respectively lapped with one another along three mutually vertical directions, and the first horizontal rods 11, the second horizontal rods 12 and the upright rods 13 have common intersection positions; the lower end of the upright rod 13 is provided with a channel steel 2, and the upper end part of the upright rod 13 is provided with a sleeper 3; steel plate layers 4 are respectively arranged at the contact positions of the bracket main body 1 and the lateral surface and the upper surface of the ancient coffin chamber; the ends of the first horizontal rod 11 and the second horizontal rod 12 are respectively provided with a telescopic part 15.
The invention creatively applies the bracket which realizes the buckling connection through the buckling piece 14 to the internal support of the ancient coffin chamber as a temporary support before the ancient coffin chamber integrally moves, the bracket main body 1 of the buckling connection is easy to assemble and disassemble, so that the temporary support structure is replaced by a permanent support structure after the ancient coffin chamber integrally moves, the bracket main body 1 of the buckling connection can be gradually disassembled, constructors can safely partially disassemble and replace the bracket, and the safety of constructors can be ensured.
In addition, the end part of the bracket main body 1 is creatively provided with the channel steel 2, the sleepers 3 and the steel plate layer 4 for buffering, so that the connection between the inner wall of the ancient tomb chamber and the temporary supporting structure is more stable, meanwhile, stress concentration is not easy to generate, and the damage to the inner wall of the ancient tomb chamber can be avoided. In addition, the setting of channel-section steel 2, sleeper 3 and steel deck 4 can absorb the vibrations of the whole translation in-process of ancient coffin chamber to further protect the integrality of ancient coffin chamber, thereby protect the archaeological value of ancient coffin chamber better.
The bracket body 1 comprises a first horizontal rod 11, a second horizontal rod 12, a vertical rod 13 and a fastener 14. Preferably, the first horizontal rod 11, the second horizontal rod 12 and the vertical rod 13 are respectively distributed at equal intervals. A plurality of first horizontal pole 11, a plurality of second horizontal pole 12 and a plurality of pole setting 13 are the rectangular array distribution respectively, and each first horizontal pole 11 intersects perpendicularly in proper order with each second horizontal pole 12, and first horizontal pole 11 intersects with second horizontal pole 12 the back, distributes in a plurality of is parallel with ground, and along the plane of vertical direction equidistance distribution. The vertical rods 13 are vertically and uniformly distributed, the vertical rods 13 are vertical and are connected with the intersections of the first horizontal rods 11 and the second horizontal rods 12, and one vertical rod 13 is arranged at the intersection of each first horizontal rod 11 and the second horizontal rod 12, so that the vertical rods 13 are distributed in a rectangular array along the horizontal direction.
In the preferred embodiment of the present invention, the first horizontal rod 11, the second horizontal rod 12 and the vertical rod 13 are made of steel pipes with a diameter of 48 mm. The range of the horizontal distance and the vertical distance of the first horizontal rod 11, the second horizontal rod 12 and the vertical rod 13 is 0.6-1 m, under the condition that the first horizontal rod 11, the second horizontal rod 12 and the vertical rod 13 are steel pipes with the diameter of 48mm, the distance range of 0.6-1 m can provide enough supporting force to support and keep the internal structure of the ancient coffin chamber, and meanwhile, the distance in the distance range of 0.6-1 m has enough space to facilitate installation and removal of constructors. A further preferred spacing according to the invention is 0.8 m.
According to the interior structure of the ancient coffin chamber of reality, selectively set up the down tube and support, the setting of down tube can satisfy the structural support demand of part ancient coffin chamber, sets up the down tube simultaneously and can and further consolidate support main part 1.
Each joint of the first horizontal rod 11, the second horizontal rod 12 and the vertical rod 13 is fastened by a fastener 14. Preferably, the fastening member 14 is a fastening member fastened by a bolt. The fastening connecting piece with the fastened threads is fastened through the threads, can be manually installed and fastened, does not need additional tools, enables the connection of the support main body 1 to be easy to install and detach, is reliable in fastening structure and is suitable for the fastening structure of the fastening connecting piece with the fastened threads. When interim bearing structure need demolish and change permanent bearing structure, constructor can demolish fastener 14 selectively, realizes that local interim bearing structure replaces for permanent bearing structure, makes the inside condition that does not have the large tracts of land to lose the support of ancient tomb room to constructor's safety has been ensured, and can improve the efficiency that bearing structure replaces.
Because first horizontal pole 11 and second horizontal pole 12 are made by the steel pipe respectively, and the hardness of diameter 48mm steel pipe is great, damages the inside fragment of brick of ancient coffin chamber easily when supporting, and at the whole in-process that removes of ancient coffin chamber, when appearing rocking and shaking, can aggravate the relative motion of first horizontal pole 11 and second horizontal pole 12 and ancient coffin chamber lateral wall to further improve the probability that ancient coffin chamber lateral wall damaged. For this reason, the present invention preferably provides the first horizontal rod 11 and the second horizontal rod 12 with the telescopic parts 15 at the ends thereof, respectively. The expansion part 15 has the elasticity, easily gets into ancient coffin chamber before the installation, and when installing in ancient coffin chamber, can make the expansion part 15, make the position level of first horizon bar 11 or second horizon bar 12 back, stretch out the expansion part 15, make the lateral wall fastening connection of first horizon bar 11 and second horizon bar 12 and ancient coffin chamber.
Further preferably, the telescopic part 15 is a threaded telescopic leg. The thread telescopic supporting legs are controlled by the fixed threads, the telescopic control of the thread telescopic supporting legs is simple and convenient, the extended supporting structure is stable, and meanwhile, the thread telescopic supporting legs are easy to assemble and disassemble and are suitable for the temporary supporting structure.
In the invention, the vertical rod 13 supports the top structure of the ancient coffin chamber, the load to be borne is the largest, and the lower surface of the ancient coffin chamber is easy to damage when the stress of the lower end part of the vertical rod 13 is concentrated, therefore, the channel steel 2 is arranged between the lower end part of the vertical rod 13 and the lower surface of the ancient coffin chamber, the channel steel 2 is No. 12 channel steel, and the application of the channel steel 2 can disperse the force at the lower end of the vertical rod 13, thereby ensuring that the lower surface of the ancient coffin chamber is not damaged by the vertical rod 13, and further ensuring the integrity of the ancient coffin chamber.
Simultaneously, in order to avoid pole setting 13 to destroy the upper surface of ancient coffin chamber, and the increase supports the contact surface, in order to ensure the integrality of ancient coffin chamber top structure, the upper end of pole setting 13 is provided with sleeper 3, sleeper 3 can increase pole setting 13 upper end and ancient coffin chamber upper surface contact's area effectively, can absorb vibrations effectively simultaneously, preferably, sleeper 3's thickness chooses for use 30mm, through calculating and testing back, sleeper 3 of 30mm thickness can ensure the structural integrity of ancient coffin chamber top structure effectively.
In order to further prevent the inner wall of the ancient tomb chamber from being damaged by the bracket body 1, steel plate layers 4 are respectively arranged at the joints of the upper surface and the side surface of the ancient tomb chamber and the bracket body 1, and preferably, the steel plate layers 4 comprise a plurality of strip-shaped steel plates in the embodiment of the invention. The setting of banded steel can reduce the coverage area of steel sheet, only sets up banded steel at the contact department pertinence of ancient tomb indoor wall and first horizontal pole 11, second horizontal pole 12 and pole setting 13, can save the material of steel deck 4, can improve the efficiency of installation and dismantlement simultaneously. According to the invention, when the upper surface of the ancient coffin chamber is provided with the arch structure, the arch structure of the ancient coffin chamber is not connected through cement, and the arch is kept only by means of stress balance among bricks, so that the arch structure is unstable.
Specifically, the thickness of the steel deck 4 is 3 mm. The steel plate layer 4 with the thickness of 3mm can effectively absorb impact, so that the stress of the inner wall of the ancient tomb chamber is dispersed, and the integrity of the inner wall of the ancient tomb chamber is effectively protected.
The working principle of the temporary supporting structure used before the integral movement of the ancient coffin chamber is as follows:
in a first aspect, the support body 1 of the present invention is a temporary support structure for supporting the interior of the ancient coffin chamber before and during the movement of the ancient coffin chamber. Because the support main body 1 is connected through the fastener 14, the support main body 1 is easy to remove after the ancient coffin chamber moves, so that the permanent supporting structure can be replaced while the support main body 1 is gradually removed, and the structural integrity of the ancient coffin chamber and the safety of constructors can be ensured at the same time. In addition, the invention realizes the buckling connection through the buckling piece 14, and the expansion parts 15 are arranged at the end parts of the first horizontal rod 11 and the second horizontal rod 12, so that the integral connection efficiency of the bracket main body 1 in the historic tomb chamber is high, the bracket main body is easy to disassemble, and the integral construction speed of the supporting structure can be accelerated while the reliability of the load bearing of the bracket main body 1 is not influenced. Meanwhile, the end part of the support main body 1 is respectively provided with the channel steel 2, the sleeper 3 and the steel plate layer 4, so that the end part of the support main body 1 is not directly supported on the inner wall of the ancient tomb chamber, the integrity of the inner wall of the ancient tomb chamber can be protected due to the arrangement of the channel steel 2, the sleeper 3 and the steel plate layer 4, meanwhile, the structure for connecting the support main body 1 and the interior of the ancient tomb chamber is more reliable, and the stress distribution of the inner wall of the ancient tomb chamber is more reasonable.
In conclusion, by adopting the temporary support structure for the integral movement of the ancient tomb, the temporary support inside the ancient tomb chamber with convenient and stable structure can be created, and meanwhile, the structural integrity inside the ancient tomb chamber can be effectively protected when the ancient tomb chamber moves integrally.
Other structures for the temporary support structure before the integral movement of the ancient coffin chamber are described in the embodiment in the prior art.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, so that any modification, equivalent change and modification made to the above embodiment according to the technical spirit of the present invention are within the scope of the technical solution of the present invention.
Claims (10)
1. A temporary supporting structure used before the integral movement of an ancient coffin chamber is characterized by comprising a bracket main body arranged inside the ancient coffin chamber;
the bracket main body is formed by mutually overlapping a first horizontal rod, a second horizontal rod and an upright rod through fasteners, a plurality of first horizontal rods, second horizontal rods and upright rods are mutually overlapped along three mutually vertical directions respectively, and common intersection positions are formed among the first horizontal rods, the second horizontal rods and the upright rods;
the lower end of the vertical rod is provided with a channel steel, and the upper end of the vertical rod is provided with a sleeper;
steel plate layers are respectively arranged at the contact positions of the bracket main body and the lateral surface and the upper surface of the ancient coffin chamber;
the end parts of the first horizontal rod and the second horizontal rod are respectively provided with a telescopic part.
2. A temporary support structure for a paleo coffin chamber as set forth in claim 1, wherein:
the first horizontal rod, the second horizontal rod and the vertical rod are distributed at equal intervals respectively.
3. A temporary support structure for a paleo coffin chamber as set forth in claim 2, wherein:
the telescopic part is a threaded telescopic support leg.
4. A temporary support structure for use before the integral movement of a paleo coffin chamber as claimed in claim 3, wherein:
the buckling connecting piece is fastened by a bolt.
5. A temporary support structure for a paleo coffin chamber as set forth in claim 2, wherein:
the steel plate layer comprises a plurality of strip-shaped steel plates.
6. A temporary support structure for use before the integral movement of a paleo coffin chamber as claimed in claim 5, wherein:
the thickness of the steel plate layer is 3 mm.
7. A temporary support structure for a paleo coffin chamber as set forth in claim 2, wherein:
the thickness of the sleeper is 30 mm.
8. A temporary support structure for a paleo coffin chamber as set forth in claim 2, wherein:
the channel steel is No. 12 channel steel.
9. A temporary support structure for a paleo coffin chamber as set forth in claim 2, wherein:
the first horizontal rod, the second horizontal rod and the vertical rod are respectively made of steel pipes with the diameter of 48 mm.
10. A temporary support structure for use before the integral movement of a paleo coffin chamber as claimed in claim 9, wherein:
the horizontal distance and the vertical distance of the first horizontal rod, the second horizontal rod and the vertical rod are all 0.6-1 m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110644243.9A CN113235973A (en) | 2021-06-09 | 2021-06-09 | Temporary supporting structure used before integral movement of ancient coffin chamber |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110644243.9A CN113235973A (en) | 2021-06-09 | 2021-06-09 | Temporary supporting structure used before integral movement of ancient coffin chamber |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113235973A true CN113235973A (en) | 2021-08-10 |
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ID=77139426
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110644243.9A Pending CN113235973A (en) | 2021-06-09 | 2021-06-09 | Temporary supporting structure used before integral movement of ancient coffin chamber |
Country Status (1)
| Country | Link |
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| CN (1) | CN113235973A (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2750765A1 (en) * | 2009-02-09 | 2010-08-12 | 3L-Innogenie Inc. | Construction system and method for multi-floor buildings |
| CN111101731A (en) * | 2020-01-16 | 2020-05-05 | 东南大学 | Integral synchronous lifting method for historic building timber structure |
| CN111441606A (en) * | 2020-04-30 | 2020-07-24 | 山西四建集团有限公司 | Traditional building repairing method |
-
2021
- 2021-06-09 CN CN202110644243.9A patent/CN113235973A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2750765A1 (en) * | 2009-02-09 | 2010-08-12 | 3L-Innogenie Inc. | Construction system and method for multi-floor buildings |
| CN111101731A (en) * | 2020-01-16 | 2020-05-05 | 东南大学 | Integral synchronous lifting method for historic building timber structure |
| CN111441606A (en) * | 2020-04-30 | 2020-07-24 | 山西四建集团有限公司 | Traditional building repairing method |
Non-Patent Citations (1)
| Title |
|---|
| 未公布: "各大媒体争先报喜讯，鲁班为千年南朝古墓成功"搬家"", 《慧正资讯》 * |
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Application publication date: 20210810 |