CN103982044B - A kind of stone-arch culvert and production method of shockproof Geological disaster prevention - Google Patents
A kind of stone-arch culvert and production method of shockproof Geological disaster prevention Download PDFInfo
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- CN103982044B CN103982044B CN201410184593.1A CN201410184593A CN103982044B CN 103982044 B CN103982044 B CN 103982044B CN 201410184593 A CN201410184593 A CN 201410184593A CN 103982044 B CN103982044 B CN 103982044B
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- mullion
- granite
- shaped steel
- crossbeam
- steel
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Abstract
A kind of stone-arch culvert and production method of shockproof Geological disaster prevention are related to stone-arch culvert in building stones architectural engineering and connect fixed network.Including granite mullion and granite crossbeam, granite mullion and granite crossbeam axle center are provided with perforation to the cavity at both ends, mullion customization shaped steel is provided in granite mullion, it is provided in granite crossbeam between crossbeam customization shaped steel, granite mullion and granite crossbeam and mullion customization shaped steel and crossbeam customization shaped steel and is filled with clay；Granite mullion side is provided with the hole penetrated through with interior void, and granite crossbeam port is provided with beam head Gu method stone tenon, and ancient method stone tenon is embedded into the hole of granite mullion side；Mullion customization shaped steel side is fixed with mullion steel mortise and tenon welding shaped steel, and crossbeam customization shaped steel port is fixed with beam steel mortise and tenon welding shaped steel, and mullion steel mortise and tenon welding shaped steel and beam steel mortise and tenon welding shaped steel are embedded connection.Solves the problems such as short service life in the prior art, crossbeam and mullion connection are unstable.
Description
Technical field
The present invention relates to stone-arch culverts in building stones architectural engineering to connect fixed network.
Background technology
In a general case, stone combined connector is by Tenon, is used one kind on two building stones components
The connection mode that bumps combine.Tenon and fourth of the twelve Earthly Branches occlusion, play connection function.This is the primary structure side of ancient Chinese brick lifeless thing building
Formula.
Joinery and its construction is widely used in classical architecture, while is also widely used in furniture, embodies furniture and the close pass of building
System.After joinery and its construction is applied to building, although each component is thiner, it can but bear huge pressure on the whole
Power.This structure does not lie in the powerful of individual, but is combined with each other, and supports mutually, and this knot constitutes the basic of ancient architecture
Pattern.But building stones connection in, it is more crisp since building stones do not have toughness, encounter external force effect easily jump mouth, breakage, fracture,
Compared with modern architecture, the stone in ancient building builds joinery and its construction and can not meet the modern times to the stress of building, antidetonation, anti-geology calamity
Harmful requirement.
Exist in the prior art short service life, crossbeam and mullion connection it is unstable, be unable to reach shockproof purpose etc.
Shortcoming.
Invention content
The present invention provides a kind of stone-arch culvert and production method of shockproof Geological disaster prevention, solves in the prior art
Service life is short, crossbeam and mullion connection are unstable, is unable to reach the problems such as shockproof purpose.
To solve the above problems, the present invention adopts the following technical scheme that：A kind of stone-arch culvert of shockproof Geological disaster prevention, including
Granite mullion and granite crossbeam, granite mullion and granite crossbeam axle center are provided with perforation to the cavity at both ends, Hua Gang
Mullion customization shaped steel is provided in rock mullion, is provided with crossbeam Custom Prosthesis in granite crossbeam, granite erects and granite crossbeam
It is customized with mullion and is filled with clay between shaped steel and crossbeam customization shaped steel；Granite mullion side is provided with to be penetrated through with interior void
Hole, granite crossbeam port is provided with beam head Gu method stone tenon, and beam head Gu method stone tenon is embedded into granite mullion side
Kong Zhong；Mullion customization shaped steel side is fixed with mullion steel mortise and tenon welding shaped steel, and crossbeam customization shaped steel port is fixed with the beam steel fourth of the twelve Earthly Branches
Tenon welds shaped steel, and mullion steel mortise and tenon welding shaped steel forms embedded connection with beam steel mortise and tenon welding shaped steel.
A kind of production method of the stone-arch culvert of shockproof Geological disaster prevention, includes the following steps：
(1), empty granite mullion, granite crossbeam are bored according to the size of customization shaped steel.
(2), the mullion customization shaped steel being implanted into inside granite mullion, gap is filled up with clay.
(3), hole is dug on granite mullion according to granite crossbeam size, for reserve beam head Gu method stone tenon and
Beam steel mortise and tenon welds the position of shaped steel.
(4), welding mullion steel mortise and tenon welding shaped steel on the mullion customization shaped steel at granite mullion reserved opening.
(5), crossbeam is customized in shaped steel and beam steel mortise and tenon welding shaped steel implantation granite crossbeam, clay is filled up into seam
Gap；
(6), granite crossbeam is installed, the mullion steel mortise and tenon welding shaped steel docking fourth of the twelve Earthly Branches of granite mullion is consolidated.
Advantages of the present invention has：By being connected inside shaped steel between beam column, the stress of perfect large-scale stone structure building is put down
Weighing apparatus, in the disaster for encountering force majeure, the toughness of shaped steel and the brittleness of building stones are complementary, play good anti seismic efficiency；Pass through
Effective connection of internal shaped steel and the reinforcing bar in basis so that lightning protection facility stealth is different from traditional outside inside building stones
Reinforcing bar introduces lightning protection, which greatly remains the appearance of stone building.
Description of the drawings
Fig. 1 is schematic structural view of the invention；
Fig. 2 is partial schematic diagram at I in Fig. 1.
Symbol description in figure：1 it is granite mullion, 2 be granite crossbeam, 3 be cavity, 4 be mullion customization shaped steel, 5 is
Crossbeam customization shaped steel, 6 be mullion steel mortise and tenon welding shaped steel, 7 be beam steel mortise and tenon weld shaped steel, 8 be clay, 9 be beam head Gu method
Stone tenon.
Specific embodiment
The present invention is described in detail with best embodiment below.
As shown in Figs. 1-2, a kind of stone-arch culvert of shockproof Geological disaster prevention, including granite mullion 1 and granite crossbeam 2,
Granite mullion 1 and 2 axle center of granite crossbeam are provided with the cavity 3 penetrated through to both ends, and being provided with mullion in granite mullion 1 determines
Shaped steel 4 processed is provided with crossbeam customization shaped steel 5, granite mullion 1 and granite crossbeam 2 and mullion Custom Prosthesis in granite crossbeam 2
Clay 8 is filled between steel 4 and crossbeam customization shaped steel 5；1 side of granite mullion is provided with the hole penetrated through with interior void 3, flower
Rock crossbeam 2 port in hilllock is provided with beam head Gu method stone tenon 9, and beam head Gu method stone tenon 9 is embedded into the hole of 1 side of granite mullion
In；4 side of mullion customization shaped steel is fixed with mullion steel mortise and tenon welding shaped steel 6, and 5 port of crossbeam customization shaped steel is fixed with the beam steel fourth of the twelve Earthly Branches
Tenon welds shaped steel 7, and mullion steel mortise and tenon welding shaped steel 6 forms embedded connection with beam steel mortise and tenon welding shaped steel 7.
Mullion steel mortise and tenon welding shaped steel 6 is concave structure, and beam steel mortise and tenon welding shaped steel 7 is the hook-type knot bent downward
Structure, the hook-shape body of beam steel mortise and tenon welding shaped steel is embedded in the groove of mullion steel mortise and tenon welding shaped steel.
A kind of production method of the stone-arch culvert of shockproof Geological disaster prevention, includes the following steps：
(1), empty granite mullion 1, granite crossbeam 2 are bored according to the size of customization shaped steel.
(2), the mullion customization shaped steel 4 inside implantation granite mullion 1, gap is filled up with clay 8.
(3), hole is dug on granite mullion 1 according to 2 size of granite crossbeam, for reserving beam beam head Gu method stone tenon
First 9 and beam steel mortise and tenon welding shaped steel 7 position.
(4), welding mullion steel mortise and tenon welding shaped steel 6 on the mullion customization shaped steel 4 at 1 reserved opening of granite mullion.
(5), the welding beam steel mortise and tenon welding shaped steel 7 on the crossbeam customization shaped steel 5 on granite crossbeam 2.
(6), crossbeam is customized in (mortise and tenon containing beam steel welds shaped steel 7) the implantation granite of shaped steel 5 crossbeam 2, clay 8 is filled out
Full gap.
(7), the mullion steel mortise and tenon welding shaped steel 6 of granite mullion 1 is docked the fourth of the twelve Earthly Branches and consolidated by installation granite crossbeam 2.
Company from prolonging the service life through repeatedly attempting, shockproof etc. to set about, effectively strong using the inventive technique
The fastness of connection is changed, limitation stone part is twisted to all directions so that it can bear the load of bigger, and allow generation one
Fixed deformation offsets certain seismic energy under earthquake load by deforming, and reduces the earthquake effect of structure.
Finally it should be noted that：Obviously, the above embodiment is merely an example for clearly illustrating the present invention, and simultaneously
The non-restriction to embodiment.For those of ordinary skill in the art, it can also do on the basis of the above description
Go out other various forms of variations or variation.There is no necessity and possibility to exhaust all the enbodiments.And thus drawn
The obvious changes or variations that Shen goes out are still in the protection scope of this invention.
Claims (3)
1. a kind of stone-arch culvert of shockproof Geological disaster prevention, including granite mullion (1) and granite crossbeam (2), which is characterized in that
Granite mullion (1) and granite crossbeam (2) axle center are provided with perforation to the cavity (3) at both ends, and granite mullion (1) is interior to be set
There is mullion to customize shaped steel (4), crossbeam customization shaped steel (5), granite mullion (1) and granite are provided in granite crossbeam (2)
Clay (8) is filled between crossbeam (2) and mullion customization shaped steel (4) and crossbeam customization shaped steel (5)；Granite mullion (1) side
The hole with interior void (3) perforation is provided with, granite crossbeam (2) port is provided with beam head Gu method stone tenon (9), beam head Gu method
Stone tenon (9) is embedded into the hole of granite mullion (1) side；Mullion customization shaped steel (4) side is fixed with the weldering of mullion steel mortise and tenon
Direct type steel (6), crossbeam customization shaped steel (5) port are fixed with beam steel mortise and tenon welding shaped steel (7), mullion steel mortise and tenon welding shaped steel
(6) embedded connection is formed with beam steel mortise and tenon welding shaped steel (7).
2. a kind of stone-arch culvert of shockproof Geological disaster prevention as described in claim 1, which is characterized in that mullion steel mortise and tenon welds shaped steel
(6) it is concave structure, beam steel mortise and tenon welding shaped steel (7) is the hook-shape structure bent downward, beam steel mortise and tenon welding shaped steel
Hook-shape body is embedded in the groove of mullion steel mortise and tenon welding shaped steel.
3. a kind of production method of the stone-arch culvert of shockproof Geological disaster prevention, which is characterized in that include the following steps：(1), according to fixed
The size of shaped steel processed bores empty granite mullion (1), granite crossbeam (2)；
(2), the internal mullion customization shaped steel (4) of implantation granite mullion (1), gap is filled up with clay (8)；
(3), hole is dug on granite mullion (1) according to granite crossbeam (2) size, for reserving the beam head Gu method stone of beam
The position of tenon (9) and beam steel mortise and tenon welding shaped steel (7)；
(4), welding mullion steel mortise and tenon welding shaped steel on the mullion customization shaped steel (4) at granite mullion (1) reserved opening
(6)；
(5), crossbeam customization shaped steel (5) and beam steel mortise and tenon welding shaped steel (7) are implanted into granite crossbeam (2), by clay (8)
Fill up gap；
(6), the mullion steel mortise and tenon welding shaped steel (6) of granite mullion (1) is docked the fourth of the twelve Earthly Branches and consolidated by installation granite crossbeam (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410184593.1A CN103982044B (en) | 2014-05-05 | 2014-05-05 | A kind of stone-arch culvert and production method of shockproof Geological disaster prevention |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410184593.1A CN103982044B (en) | 2014-05-05 | 2014-05-05 | A kind of stone-arch culvert and production method of shockproof Geological disaster prevention |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103982044A CN103982044A (en) | 2014-08-13 |
| CN103982044B true CN103982044B (en) | 2018-07-10 |
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| CN201410184593.1A Expired - Fee Related CN103982044B (en) | 2014-05-05 | 2014-05-05 | A kind of stone-arch culvert and production method of shockproof Geological disaster prevention |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20130075586A (en) * | 2011-12-27 | 2013-07-05 | 재단법인 포항산업과학연구원 | Fixing mechanism of structural cable improved water-tightness |
| CN103334585A (en) * | 2013-06-09 | 2013-10-02 | 福建省二建建设集团有限公司 | Assembling structure for beam/column with wood or bamboo template, and assembling method thereof |
| CN103334534A (en) * | 2013-06-12 | 2013-10-02 | 刘亦宽 | Special building block for anti-seismic energy-saving reinforced masonry of well-off building and new construction technology |
| JP5392748B2 (en) * | 2008-10-07 | 2014-01-22 | 前田建設工業株式会社 | Fixing structure and fixing method of reinforcing bar to reinforced concrete structure |
-
2014
- 2014-05-05 CN CN201410184593.1A patent/CN103982044B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5392748B2 (en) * | 2008-10-07 | 2014-01-22 | 前田建設工業株式会社 | Fixing structure and fixing method of reinforcing bar to reinforced concrete structure |
| KR20130075586A (en) * | 2011-12-27 | 2013-07-05 | 재단법인 포항산업과학연구원 | Fixing mechanism of structural cable improved water-tightness |
| CN103334585A (en) * | 2013-06-09 | 2013-10-02 | 福建省二建建设集团有限公司 | Assembling structure for beam/column with wood or bamboo template, and assembling method thereof |
| CN103334534A (en) * | 2013-06-12 | 2013-10-02 | 刘亦宽 | Special building block for anti-seismic energy-saving reinforced masonry of well-off building and new construction technology |
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| Publication number | Publication date |
|---|---|
| CN103982044A (en) | 2014-08-13 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
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| TR01 | Transfer of patent right |
Effective date of registration: 20190125 Address after: Room F411, Block B, Twin Towers, 468 Ding Mao Zhi Hui Avenue, Zhenjiang New District, Jiangsu Province, 2009 Patentee after: Jiangsu Xianglong Stone Industry Co., Ltd. Address before: 212000 Longmen Village Committee of Runzhou Industrial Park, Zhenjiang City, Jiangsu Province Patentee before: Gantry, Zhengjiang City art of stone engraving Engineering Co., Ltd |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180710 Termination date: 20190505 |