CN106088635B - Build the protective device vibrated in under-traverse tunnel blast working in artifact upright stone tablet building - Google Patents
Build the protective device vibrated in under-traverse tunnel blast working in artifact upright stone tablet building Download PDFInfo
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- CN106088635B CN106088635B CN201610690091.5A CN201610690091A CN106088635B CN 106088635 B CN106088635 B CN 106088635B CN 201610690091 A CN201610690091 A CN 201610690091A CN 106088635 B CN106088635 B CN 106088635B
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- anchor ear
- building
- upright stone
- stone tablet
- column
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- 239000004575 stone Substances 0.000 title claims abstract description 90
- 230000001681 protective effect Effects 0.000 title claims abstract description 17
- 239000000725 suspension Substances 0.000 claims abstract description 45
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 22
- 239000010959 steel Substances 0.000 claims abstract description 22
- 239000003351 stiffener Substances 0.000 claims description 40
- 238000003466 welding Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
- 238000004880 explosion Methods 0.000 abstract description 6
- 101100460844 Mus musculus Nr2f6 gene Proteins 0.000 description 11
- 230000002787 reinforcement Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 230000006378 damage Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000007596 consolidation process Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- FGRBYDKOBBBPOI-UHFFFAOYSA-N 10,10-dioxo-2-[4-(N-phenylanilino)phenyl]thioxanthen-9-one Chemical compound O=C1c2ccccc2S(=O)(=O)c2ccc(cc12)-c1ccc(cc1)N(c1ccccc1)c1ccccc1 FGRBYDKOBBBPOI-UHFFFAOYSA-N 0.000 description 1
- 238000002425 crystallisation Methods 0.000 description 1
- 230000008025 crystallization Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F42—AMMUNITION; BLASTING
- F42D—BLASTING
- F42D5/00—Safety arrangements
- F42D5/04—Rendering explosive charges harmless, e.g. destroying ammunition; Rendering detonation of explosive charges harmless
- F42D5/045—Detonation-wave absorbing or damping means
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The invention discloses artifact upright stone tablet buildings to build the protective device vibrated in under-traverse tunnel blast working, including several upright stone tablet building cylinder, steel boots, capital anchor ear, anchor ear in column, vertical truss member and horizontal truss rod piece, steel boots are connect by ground anchor bolt with ground, the steel boots include suspension column anchor ear, suspension column anchor ear is connect by energy dissipating rubber pad with the bottom of upright stone tablet building cylinder, anchor ear is connect by energy dissipating rubber pad with the middle part of upright stone tablet building cylinder in the column, capital anchor ear is connect by energy dissipating rubber pad with the top of upright stone tablet building cylinder, vertical truss member is inter-connected via a bolt joint by the intersect position of connection and intersection of capital anchor ear on different upright stone tablet building cylinders and suspension column anchor ear, horizontal truss rod piece by anchor ear in the column on different upright stone tablet building cylinders intersect connection and intersect position be inter-connected via a bolt joint；The present invention effectively reduces the vibration of explosion generation, has good protective effect to artifact upright stone tablet building building.
Description
Technical field
The present invention relates to building reinforcement protection fields more particularly to a kind of artifact upright stone tablet building building to apply in under-traverse tunnel explosion
The protective device of work vibration.
Background technique
Currently, alleviating the pressure of urban transportation, more and more Underground Rail Transits with the increasingly congestion of urban transportation
In each Large Cities ' Building.It is wherein inevitably passed through under the place of artifact, in constructing tunnel and train operation all
Vibration can be generated, this can have an impact landmark above to will lead to landmark damage for a long time.China
The landmark being a splendid legacy is ancient times working people's crystallization of wisdom, is the epitome of the magnificent culture of Chinese name race.With pole
High artistic value has consequence in Chinese historical culture.Protect landmark in Urban Underground rail traffic
Not being damaged in construction and operation is an important task, must not be exchanged for sacrificing the magnificent historical relic that ancestors carry over
The progress of social traffic.Therefore, a kind of reinforcement protection dress vibrated for landmark in under-traverse tunnel blast working is studied
It sets, Urban Underground rail traffic normal construction can be made and protect landmark be not damaged, this reinforcement protection dress
Setting is particularly important；It is vibrated in under-traverse tunnel blast working to building currently, can effectively prevent building there are no one kind
The invention of brought destruction.
Summary of the invention
The technical problem to be solved by the present invention is to provide a kind of artifact upright stone tablet building in view of the above shortcomings of the prior art to build
The protective device in the vibration of under-traverse tunnel blast working is built, the guarantor vibrated in under-traverse tunnel blast working is built in this artifact upright stone tablet building
Protection unit, the effective vibration for reducing explosion and generating have good protective effect to artifact upright stone tablet building building.
To realize the above-mentioned technical purpose, the technical scheme adopted by the invention is as follows:
The protective device vibrated in under-traverse tunnel blast working is built in artifact upright stone tablet building, including several upright stone tablet building cylinder,
Steel boots, capital anchor ear, anchor ear, vertical truss member and horizontal truss rod piece in column, the steel boots by ground anchor bolt with
Ground connection, the steel boots include suspension column anchor ear, and the suspension column anchor ear is connected by the bottom of energy dissipating rubber pad and upright stone tablet building cylinder
It connects, anchor ear is connect by energy dissipating rubber pad with the middle part of upright stone tablet building cylinder in the column, and the capital anchor ear passes through energy dissipating rubber pad
It is connect with the top of upright stone tablet building cylinder, the vertical truss member passes through the capital anchor ear and suspension column anchor ear on different upright stone tablet building cylinders
It intersects connection and the position that intersects is inter-connected via a bolt joint, the horizontal truss rod piece is by different upright stone tablet building cylinders
Column in anchor ear intersect connection and intersect position be inter-connected via a bolt joint.
Technical solution as a further improvement of that present invention, one end of the vertical truss member and the building a Ge Bei cylinder
The connection of capital anchor ear, the other end of the vertical truss member are connect with the suspension column anchor ear of another upright stone tablet building cylinder, every two institute
State vertical truss member intersect connection and intersect position be inter-connected via a bolt joint, one end of the horizontal truss rod piece
It connect with anchor ear in the column of the building a Ge Bei cylinder, is embraced in the column of the other end of the horizontal truss rod piece and another upright stone tablet building cylinder
Hoop connection, horizontal truss rod piece described in every two intersects connection and the position that intersects is inter-connected via a bolt joint.
Technical solution as a further improvement of that present invention, the steel boots include annular bottom plate, and the annular bottom plate is logical
It crosses ground anchor bolt to be fastenedly connected with ground, the surrounding of the suspension column anchor ear is provided with suspension column stiffener, and the suspension column stiffener is logical
Welding is crossed to connect with the annular bottom plate.
Technical solution as a further improvement of that present invention, the annular bottom plate pass through welding group by two panels semi-circular bottom plate
At.
Technical solution as a further improvement of that present invention, the capital anchor ear is provided with capital stiffener, described vertical
One end of truss member is connect by bolt with the capital stiffener of the building a Ge Bei cylinder, the other end of the vertical truss member
It is connect by bolt with the suspension column stiffener of another upright stone tablet building cylinder.
Technical solution as a further improvement of that present invention, the vertical truss member use unequal angle L90 × 10,
The short side of one end of unequal angle L90 × 10 is connect by bolt with the capital stiffener of the building a Ge Bei cylinder, described
The short side of the other end of unequal angle L90 × 10 is connect by bolt with the suspension column stiffener of another upright stone tablet building cylinder.
Technical solution as a further improvement of that present invention, anchor ear is provided with stiffener in column, the level in the column
One end of truss member is connect by bolt with stiffener in the column of the building a Ge Bei cylinder, the other end of the horizontal truss rod piece
It is connect by bolt with stiffener in the column of another upright stone tablet building cylinder.
Technical solution as a further improvement of that present invention, the rod piece that the horizontal truss rod piece is 25mm by two diameters
It is formed by connecting by gaily decorated basket silk.
The suspension column anchor ear of steel boots of the present invention is connect by energy dissipating rubber pad with the bottom of upright stone tablet building cylinder, and steel boots pass through ground
Anchor bolt is connect with ground, so that steel boots be made to securely fix the bottom of the building Zhu Bei cylinder, guarantees that the bottom of upright stone tablet building cylinder is stablized；
Each upright stone tablet building cylinder is connected for vertical truss member with horizontal truss rod piece with anchor ear in column and is provided greatly by capital anchor ear
It is convenient, and upright stone tablet building cylinder is formed and intersects orderly connection by vertical truss member and horizontal truss rod piece, makes entire internal structure
An entirety is formed, the overall stiffness of upright stone tablet building cylinder is improved, guarantees that artifact upright stone tablet building building is shaken in under-traverse tunnel blast working
It is not damaged in dynamic；It is wrapped on upright stone tablet building cylinder using energy dissipating rubber pad simultaneously, reduces the vibration of explosion generation, avoid simultaneously
Anchor ear directly shows with damage upright stone tablet building column structure brought by upright stone tablet building cylinders contact in suspension column anchor ear, capital anchor ear and column
As；Anchor ear production is simple in suspension column anchor ear, capital anchor ear and column, and prefabricated, scene spelling can be needed according to pillar diameter size, factory
Dress；In column on the one hand stiffener, suspension column stiffener and capital stiffener are the connection of horizontal truss rod piece and vertical truss member
It is convenient to provide, and anchor ear in column, suspension column anchor ear and capital anchor ear on the other hand can be guaranteed in horizontal truss rod piece and vertical truss
It is unlikely to deform under the gravity of rod piece；Unequal angle L90 × 10 that vertical truss member uses facilitate connection, can save material
Material；Horizontal truss rod piece is formed by connecting by the rod piece that two diameters are 25mm by gaily decorated basket silk, and gaily decorated basket silk can be used to adjust level
Truss member it is horizontally-supported, guarantee the upright of pillar；In conclusion the configuration of the present invention is simple, design it is reasonable, simple for production,
High in machining efficiency, quality is easy to guarantee, component can carry out in factory according to site dimension prefabricated, then transports scene progress
It is assembled.It is all assembled to complete that an entirety is formed；The small problem of original general frame rigidity can effectively be improved, greatly
It is big to improve general frame rigidity, guarantee that artifact upright stone tablet building building is not damaged in the vibration of under-traverse tunnel blast working；From heavy and light,
Structural integrity is preferable, is suitble to prefabrication, on-site consolidation, can shorten the construction period and quality, reinforcement protection effect
It is good.
Detailed description of the invention
Fig. 1 is artifact upright stone tablet building architectural elevation.
Fig. 2 is vertical truss member structural schematic diagram.
Fig. 3 is suspension column anchor ear, anchor ear overlooking structure diagram in capital anchor ear and column.
Fig. 4 is horizontal truss member structure schematic diagram.
Fig. 5 is steel boots structural schematic diagram.
Fig. 6 is that a floor protective device floor map is built in artifact upright stone tablet building.
Fig. 7 is that two floor protective device floor map are built in artifact upright stone tablet building.
Specific embodiment
A specific embodiment of the invention is further illustrated below according to Fig. 1 to Fig. 7:
Referring to Fig. 1, Fig. 2, Fig. 3 and Fig. 4, the protective device vibrated in under-traverse tunnel blast working is built in artifact upright stone tablet building,
Including anchor ear 13, vertical truss member 10 and horizontal truss in several upright stone tablet building cylinder 16, steel boots 1, capital anchor ear 8, column
Rod piece 11, the steel boots 1 are connect by ground anchor bolt 5 with ground, the steel boots 1 include suspension column anchor ear 2, the suspension column
Anchor ear 2 is connect by energy dissipating rubber pad 14 with the bottom of upright stone tablet building cylinder 16, and energy dissipating rubber pad 14 tightly " embraces " upright stone tablet building cylinder 16
Bottom, anchor ear 13 is connect by energy dissipating rubber pad 14 with the middle part of upright stone tablet building cylinder 16 in the column, and energy dissipating rubber pad 14 is tightly
The middle part of " embracing " upright stone tablet building cylinder 16, the capital anchor ear 8 are connect with the top of upright stone tablet building cylinder 16 by energy dissipating rubber pad 14, are disappeared
Energy rubber pad 14 tightly " embraces " top of upright stone tablet building cylinder 16, and the vertical truss member 10 passes through on different upright stone tablet building cylinders 16
Capital anchor ear 8 and suspension column anchor ear 2 intersects connection and the position that intersects is connected with each other by bolt 15, the horizontal truss
Rod piece 11 intersects connection and the position that intersects by 15 phase of bolt by anchor ear 13 in the column on different upright stone tablet building cylinders 16
It connects.
Anchor ear 13, capital anchor ear 8 and suspension column anchor ear 2 are divided into two halves in its center pillar, can conveniently pass through 15 banding upright stone tablet of bolt
Building cylinder 16, banding upright stone tablet building cylinder 16 whiles built-in energy dissipating rubber pad 14, energy dissipating rubber pad 14 can be with to upright stone tablet building cylinder 16
Protection is provided, it is possible to reduce the vibration that explosion generates, while anchor ear 13 in column, capital anchor ear 8 and suspension column anchor ear 2 being avoided directly to connect
The building Chu Bei cylinder 16 is to the phenomenon that damaging upright stone tablet building 16 structure of cylinder occur.
In the present embodiment, one end of the vertical truss member 10 is connect with the capital anchor ear 8 of the building a Ge Bei cylinder 16, institute
The other end for stating vertical truss member 10 is connect with the suspension column anchor ear 2 of another upright stone tablet building cylinder 16, vertical truss described in every two
Rod piece 10 intersects connection and the position that intersects is connected with each other by bolt 15, and such way, support is unlikely to deform, and is stablized
Property is preferable, and one end of the horizontal truss rod piece 11 is connect with anchor ear 13 in the column of the building a Ge Bei cylinder 16, the horizontal truss
The other end of rod piece 11 is connect with anchor ear 13 in the column of another upright stone tablet building cylinder 16, and horizontal truss rod piece 11 described in every two is mutual
The interconnection and position intersected is connected with each other by bolt 15, such way, same support is unlikely to deform, stability compared with
It is good.
Referring to Fig. 5, in the present embodiment, the steel boots 1 include annular bottom plate 4, and the annular bottom plate 4 passes through ground anchor bolt
5 are fastenedly connected with ground, and the surrounding of the suspension column anchor ear 2 is provided with suspension column stiffener 3, and the suspension column stiffener 3 passes through welding
It connect to obtain the weld seam 6 of 4 assembly of suspension column stiffener 3 and annular bottom plate with the annular bottom plate 4.
Referring to Fig. 5, in the present embodiment, the annular bottom plate 4 is by two panels semi-circular bottom plate 4 by being welded to form；The ring
Shape bottom plate 4 has the weld seam 7 of two panels semi-circular bottom plate assembly.
Referring to Fig. 3, in the present embodiment, the capital anchor ear 8 is provided with capital stiffener 9, the vertical truss member 10
One end connect with the capital stiffener 9 of the building a Ge Bei cylinder 16 by bolt 15, the other end of the vertical truss member 10
It is connect by bolt 15 with the suspension column stiffener 3 of another upright stone tablet building cylinder 16.
In the present embodiment, the vertical truss member 10 uses unequal angle L90 × 10, the unequal angle L90
The short side of × 10 one end is connect by bolt 15 with the capital stiffener 9 of the building a Ge Bei cylinder 16, the unequal angle L90
The short side of × 10 other end is connect by bolt 15 with the suspension column stiffener 3 of another upright stone tablet building cylinder 16.
Referring to Fig. 3, in the present embodiment, anchor ear 13 is provided with stiffener 17 in column, the horizontal truss rod piece in the column
11 one end is connect by bolt 15 with stiffener 17 in the column of the building a Ge Bei cylinder 16, the horizontal truss rod piece 11 it is another
End is connect by bolt 15 with stiffener 17 in the column of another upright stone tablet building cylinder 16.In suspension column stiffener 3, column in the present embodiment
The shape of stiffener 17 and capital stiffener 9 needs to be changed according to specific assembly situation.
Referring to fig. 4, in the present embodiment, the horizontal truss rod piece 11 passes through gaily decorated basket silk by the rod piece that two diameters are 25mm
12 are formed by connecting；Horizontal truss rod piece 11 can adjust horizontal supporting force by gaily decorated basket silk 12, guarantee the straight of upright stone tablet building cylinder 16
It is vertical.
In the present embodiment, Fig. 6 is that a floor protective device floor map is built in artifact upright stone tablet building, and Fig. 7 is artifact upright stone tablet building
Two layers of protective device floor map are built, CZ-X is vertical truss member 10, and SC-X is horizontal truss rod piece 11, and wherein X is
Natural number greater than 0, such laying can effectively improve artifact upright stone tablet building building general frame rigidity problem less than normal,
The rigidity for greatly improving artifact upright stone tablet building building general frame guarantees that artifact upright stone tablet building building is vibrated in under-traverse tunnel blast working
In be not damaged, to artifact upright stone tablet building building play the role of good reinforcement protection.
The suspension column anchor ear 2 of steel boots 1 of the present invention is connect by energy dissipating rubber pad 14 with the bottom of upright stone tablet building cylinder 16, steel boots
1 is connect by ground anchor bolt 5 with ground, so that steel boots 1 be made to securely fix the bottom of the building Zhu Bei cylinder 16, guarantees upright stone tablet building cylinder
Stablize 16 bottom；Anchor ear 13 is vertical truss member 10 and horizontal truss rod piece 11 by each upright stone tablet building in capital anchor ear 8 and column
The connection of cylinder 16 provides great convenience, and upright stone tablet building cylinder 16 is formed and handed over by vertical truss member 10 and horizontal truss rod piece 11
Orderly connection is pitched, entire internal structure is made to form an entirety, improves the overall stiffness of upright stone tablet building cylinder 16, guarantees artifact
Upright stone tablet building building is not damaged in the vibration of under-traverse tunnel blast working；Upright stone tablet building cylinder 16 is wrapped in using energy dissipating rubber pad 14 simultaneously
On, reduce the vibration of explosion generation, while avoid suspension column anchor ear 2, in capital anchor ear 8 and column anchor ear 13 directly with upright stone tablet building column
Body 16 contacts the phenomenon that brought damage upright stone tablet building 16 structure of cylinder；Anchor ear 13 makes in suspension column anchor ear 2, capital anchor ear 8 and column
Simply, prefabricated, on-site consolidation can be needed according to pillar diameter size, factory；Stiffener 17, suspension column stiffener 3 and capital in column
9 one side of stiffener provides conveniently for the connection of horizontal truss rod piece 11 and vertical truss member 10, on the other hand can guarantee
Anchor ear 13, suspension column anchor ear 2 and capital anchor ear 8 be not variable under the gravity of horizontal truss rod piece 11 and vertical truss member 10 in column
Shape；Unequal angle L90 × 10 that vertical truss member 10 uses facilitate connection, can save material；Horizontal truss rod piece 11
It is formed by connecting by the rod piece that two diameters are 25mm by gaily decorated basket silk 12, gaily decorated basket silk 12 can be used to adjust horizontal truss rod piece 11
It is horizontally-supported, guarantee the upright of pillar；In conclusion the configuration of the present invention is simple, design it is reasonable, simple for production, high in machining efficiency,
Quality is easy to guarantee, component can carry out in factory according to site dimension prefabricated, and the scene of then transporting carries out assembled.All spell
An entirety can be formed by installing into；The small problem of original general frame rigidity can effectively be improved, greatly improve entirety
Frame stiffness guarantees that artifact upright stone tablet building building is not damaged in the vibration of under-traverse tunnel blast working；From heavy and light, structural integrity
Preferably, it is suitble to prefabrication, on-site consolidation, can shortens the construction period and quality, reinforcement protection effect are good.
Protection scope of the present invention includes but is not limited to embodiment of above, and protection scope of the present invention is with claims
Subject to, replacement, deformation, the improvement that those skilled in the art that any pair of this technology is made is readily apparent that each fall within of the invention
Protection scope.
Claims (4)
1. the protective device vibrated in under-traverse tunnel blast working is built in artifact upright stone tablet building, it is characterised in that: including several
Upright stone tablet building cylinder, steel boots, capital anchor ear, anchor ear, vertical truss member and horizontal truss rod piece in column, the steel boots pass through ground
Anchor bolt is connect with ground, and the steel boots include suspension column anchor ear, and the suspension column anchor ear passes through energy dissipating rubber pad and upright stone tablet building cylinder
Bottom connection, anchor ear is connect by energy dissipating rubber pad with the middle part of upright stone tablet building cylinder in the column, and the capital anchor ear passes through and disappears
Can rubber pad connect with the top of upright stone tablet building cylinder, the vertical truss member pass through different upright stone tablet building cylinders on capital anchor ear with
Suspension column anchor ear intersect connection and intersect position be inter-connected via a bolt joint, the horizontal truss rod piece pass through different upright stone tablets
In column on building cylinder anchor ear intersect connection and intersect position be inter-connected via a bolt joint；
One end of the vertical truss member is connect with the capital anchor ear of the building a Ge Bei cylinder, the vertical truss member it is another
End connect with the suspension column anchor ear of another upright stone tablet building cylinder, vertical truss member described in every two intersect connection and intersection portion
Position is inter-connected via a bolt joint, and one end of the horizontal truss rod piece is connect with anchor ear in the column of the building a Ge Bei cylinder, the water
The other end of plane frame work rod piece is connect with anchor ear in the column of another upright stone tablet building cylinder, and horizontal truss rod piece described in every two is mutually handed over
The position of fork connection and intersection is inter-connected via a bolt joint；
The steel boots include annular bottom plate, and the annular bottom plate is fastenedly connected by ground anchor bolt and ground, and the suspension column is embraced
The surrounding of hoop is provided with suspension column stiffener, and the suspension column stiffener is connect by welding with the annular bottom plate；
The capital anchor ear is provided with capital stiffener, and one end of the vertical truss member passes through bolt and the building a Ge Bei cylinder
The connection of capital stiffener, the other end of the vertical truss member passes through the suspension column stiffener of bolt and another upright stone tablet building cylinder
Connection；
Anchor ear is provided with stiffener in column in the column, and one end of the horizontal truss rod piece passes through bolt and the building a Ge Bei cylinder
Column in stiffener connection, the other end of the horizontal truss rod piece passes through stiffener in the column of bolt and another upright stone tablet building cylinder
Connection.
2. the protective device vibrated in under-traverse tunnel blast working is built in artifact upright stone tablet according to claim 1 building, special
Sign is: the annular bottom plate is by two panels semi-circular bottom plate by being welded to form.
3. the protective device vibrated in under-traverse tunnel blast working is built in artifact upright stone tablet according to claim 1 building, special
Sign is: the vertical truss member use unequal angle L90 × 10, one end of unequal angle L90 × 10 it is short
Side is connect by bolt with the capital stiffener of the building a Ge Bei cylinder, the short side of the other end of unequal angle L90 × 10
It is connect by bolt with the suspension column stiffener of another upright stone tablet building cylinder.
4. the protective device vibrated in under-traverse tunnel blast working is built in artifact upright stone tablet according to claim 1 building, special
Sign is: the horizontal truss rod piece is formed by connecting by the rod piece that two diameters are 25mm by gaily decorated basket silk.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610690091.5A CN106088635B (en) | 2016-08-19 | 2016-08-19 | Build the protective device vibrated in under-traverse tunnel blast working in artifact upright stone tablet building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610690091.5A CN106088635B (en) | 2016-08-19 | 2016-08-19 | Build the protective device vibrated in under-traverse tunnel blast working in artifact upright stone tablet building |
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| Publication Number | Publication Date |
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| CN106088635A CN106088635A (en) | 2016-11-09 |
| CN106088635B true CN106088635B (en) | 2019-03-05 |
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Families Citing this family (2)
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| CN111005586B (en) * | 2019-11-26 | 2021-06-01 | 浙江圣立建设有限公司 | Reinforcing method for ancient village building protection |
| CN113719150A (en) * | 2021-08-27 | 2021-11-30 | 青岛新华友建工集团股份有限公司 | Protection device for blasting construction vibration of tunnel under building |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202646936U (en) * | 2012-05-29 | 2013-01-02 | 重庆铱格管道技术有限公司 | Clamp |
| CN102943570A (en) * | 2012-12-03 | 2013-02-27 | 东南大学 | Intercolumnar reinforced structure for preventing historic building from continuously collapsing |
| CN103726672A (en) * | 2014-01-02 | 2014-04-16 | 东南大学 | Inter-pillar reinforcing structure and method for preventing historic building from continuously collapsing |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU547524A1 (en) * | 1975-04-29 | 1977-02-25 | Conductor for group mounting columns | |
| CN100485152C (en) * | 2007-05-22 | 2009-05-06 | 佛山市工程承包总公司 | Rehabilitation method for ancient architecture wall |
| CN105507609A (en) * | 2015-12-29 | 2016-04-20 | 上海建工四建集团有限公司 | Roof-truss timber column reinforcing and fixing device and mounting method |
| CN206071078U (en) * | 2016-08-19 | 2017-04-05 | 南京工大桥隧与轨道交通研究院有限公司 | Protection device of the artifact upright stone tablet building building in the vibration of Under-cross tunnel blast working |
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2016
- 2016-08-19 CN CN201610690091.5A patent/CN106088635B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202646936U (en) * | 2012-05-29 | 2013-01-02 | 重庆铱格管道技术有限公司 | Clamp |
| CN102943570A (en) * | 2012-12-03 | 2013-02-27 | 东南大学 | Intercolumnar reinforced structure for preventing historic building from continuously collapsing |
| CN103726672A (en) * | 2014-01-02 | 2014-04-16 | 东南大学 | Inter-pillar reinforcing structure and method for preventing historic building from continuously collapsing |
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