CN102535340A - Planting bar grouting and anchoring construction process for antique stone balustrade - Google Patents
Planting bar grouting and anchoring construction process for antique stone balustrade Download PDFInfo
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- CN102535340A CN102535340A CN2011104193921A CN201110419392A CN102535340A CN 102535340 A CN102535340 A CN 102535340A CN 2011104193921 A CN2011104193921 A CN 2011104193921A CN 201110419392 A CN201110419392 A CN 201110419392A CN 102535340 A CN102535340 A CN 102535340A
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- baluster
- coating steel
- steel pipe
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- railing
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Abstract
The invention discloses a planting bar grouting and anchoring construction process for an antique stone balustrade, which comprises the steps of: (1) embedding planting bars; (2) drilling in stone balusters; and (3) installing the stone balusters. According to the construction process of the invention, the problem of stability of the balusters of a bridge is fundamentally solved, the stability between the baluster and a bridge body is good, and the baluster is difficult to loosen even under the condition of damage by an external force, so that the safety of the bridge is ensured.
Description
Technical field
The present invention relates to a kind of construction technology, particularly a kind of antique stone railing bar planting grouting anchoring construction technology.
Background technology
At present; The news report of becoming flexible, coming off for the bridge lateral rail is a lot; 2011-09-08 the news that like Sing Tao Global Network: " expensive more than 3,000 ten thousand yuan are open to traffic and have fallen 26, serious threat pedestrian safety less than 80 stone balustrades in 2 years bridge floor both sides "; Recently there is the online friend to disclose again: the bridge post on the summer meaning bridge bridge in agricultural East Road, Zheng Dong newly developed area, Zhengzhou, Henan and east side, intersection, West Road as one wishes; Between itself and the pontic is to form with the glue adhesion unexpectedly, as long as one enforce slightly, stone column will come off and fall down.
The stone of bridge both sides, wooden baluster etc. all belong to the later stage decoration construction; And add gluing the connecing of stone material with the stone tenon is a kind of conventional way that stone material is connected, and in traditional stone column construction method of installation, adopts joinery and its construction to install; Only be aided with cement or stone material glue is fixed by 1～2 centimetre of dark tenon fourth of the twelve Earthly Branches; Foundation is not firm, and is fixing too shallow with the tenon fourth of the twelve Earthly Branches, meets with the strong external force of side direction and just causes becoming flexible, coming off easily.And the later stage pipe is supported the way that unit often simply adopts gluing benefit of stone material or wooden peg to fix when repairing; And do not tackle the problem at its root; Add artificial destruction etc., finally caused the phenomenon of pillar loose or dislocation general, very big to the influence that safety such as pedestrian, vehicle cause.
Summary of the invention
Technical problem to be solved by this invention provides a kind of antique stone railing bar planting grouting anchoring construction technology, and this technology can guarantee the baluster of bridge and the steadiness of bridge.
In order to solve above-mentioned technical problem, technical scheme of the present invention is: a kind of antique stone railing bar planting grouting anchoring construction technology, and it may further comprise the steps:
(1) if in new construction: during main body construction, in the concrete beam desire pre-buried φ 45 coating steel pipes in center at baluster place are installed, the inner cement mortar that adopts of said coating steel pipe is filled, and coating steel pipe top is exposed 300mm and used as the steel tenon that baluster is installed;
If in building engineering: directly beat the dark φ of 250mm 60 circular holes in the center at concrete beam installation baluster place; After adopting gases at high pressure that the hole is cleaned out; Directly use the high strength contraction-free grouting concrete through modulating that φ 45 coating steel pipe tenons are fixed on the concrete beam, coating steel pipe top is exposed 300mm and is used as the steel tenon that baluster is installed;
(2) center at the bottom of baluster is drilled with the circular hole that the aperture is φ 60, and the circular hole degree of depth is 350mm, offers grout hole in the both sides that railing is installed breast board again, and said grout hole is φ 25, its 320mm place at the bottom of the baluster, and communicate with said φ 60 circular holes;
(3) with the circle hole sleeve at the bottom of the baluster after fixing on the coating steel pipe, through grout hole pressure injection neutral silicone structure glue;
(4) treat that structure glue reaches intensity after, fill structure glue at baluster root and base intersection, outer shape is in the arc-shaped, by conventional method the railing breast board is installed at last.
In order to guarantee the fastness of coating steel pipe in concrete beam, in step (1) new construction, the bottom of coating steel pipe is fixed through welding " L " shape dowel.
Construction technology of the present invention has fundamentally solved bridge railing post steadiness problem, and baluster and pontic steadiness are good, even also be difficult under the situation of outside destroy becoming flexible, has guaranteed the safety of bridge.
Description of drawings
Below in conjunction with the accompanying drawing and the specific embodiment the present invention is done further detailed explanation.
Fig. 1 is pre-buried coating steel pipe sketch map in the present invention's construction.
Fig. 2 is rearmounted coating steel pipe sketch map in the present invention's construction.
Fig. 3 is baluster punching sketch map.
Fig. 4 is the baluster scheme of installation.
The specific embodiment
(1) way is buried in bar planting underground
Method to set up in new construction: as shown in Figure 1; During main body construction; Pre-buried φ 45 coating steel pipes 1 in center at baluster 6 places are installed in concrete beam 4 desires; This coating steel pipe 1 inner cement mortar 2 that adopts is filled, and 300mm is exposed as the steel tenon usefulness that baluster 6 is installed in coating steel pipe 1 top, and the center and the verticality of coating steel pipe 1 buried in strict control underground when being provided with.
As shown in Figure 1, in order to guarantee the fastness of coating steel pipe 1 in concrete beam, the bottom of coating steel pipe 1 is fixing through welding " L " shape dowel 3.
(2) stone railing roofbolt 6 borings
As shown in Figure 3, in center, 6 end of baluster, hole diameter is the circular hole of φ 60; The circular hole degree of depth is 350mm, offers grout hole 7 in the both sides of railing installation breast board again, and said grout hole 7 is φ 25; It is apart from 320mm place, 6 end of baluster, and communicates with said φ 60 circular holes.
(3) stone railing roofbolt 6 is installed
During installation, as shown in Figure 4, baluster 6 is enclosed within on the coating steel pipe 1, adjust fixed-site according to axial location, the absolute altitude of design code after, through grout hole 7 pressure injection neutral silicone structure glue 8, and in time clear up outside overflow, relict texture glue.
The position of (4) in time checking, correcting the baluster installation is in adhering to specification; After treating that structure glue 8 reaches intensity, fill structure glue 8 at baluster 6 roots and base intersection, outer shape is in the arc-shaped; Inner to prevent that outdoor rainwater from getting into, by conventional method the railing breast board is installed again.
Embodiment 2
(1) way is buried in bar planting underground
Method to set up in building engineering: to building engineering; Below the general railing installation site concrete beam 4 is arranged; Can be directly beat the dark φ of 250mm 60 circular holes in the center that railing is installed, adopt gases at high pressure that the hole is cleaned out after, directly use φ 45 coating steel pipes 1 tenon to be fixed on the concrete beam 4 to get final product through the high strength contraction-free grouting concrete 5 of HGM series that modulates; The center and the verticality of steel pipe 1 buried in strict control underground when being provided with, and structure is as shown in Figure 2.
All the other (2), (3), (4) step are identical with embodiment 1.
The foregoing description does not limit the present invention in any way, and every employing is equal to the technical scheme that replacement or the mode of equivalent transformation obtain and all drops in protection scope of the present invention.
Claims (2)
1. antique stone railing bar planting grouting anchoring construction technology is characterized in that may further comprise the steps:
(1) if in new construction: during main body construction; In concrete beam (4) desire pre-buried φ 45 coating steel pipes in center (1) that baluster (6) is located are installed; The inner cement mortar (2) that adopts of said coating steel pipe (1) is filled, and coating steel pipe (1) top is exposed 300mm and used as the steel tenon that baluster (6) is installed;
If in building engineering: directly beat the dark φ of 250mm 60 circular holes in the center that concrete beam (4) installation baluster (6) is located; After adopting gases at high pressure that the hole is cleaned out; Directly use the high strength contraction-free grouting concrete (5) through modulating that φ 45 coating steel pipes (1) tenon is fixed on the concrete beam (4), coating steel pipe (1) top is exposed 300mm and is used as the steel tenon that baluster (6) is installed;
(2) in baluster (6) center, the end, be drilled with the circular hole that the aperture is φ 60, the circular hole degree of depth is 350mm; Offer grout hole (7) in the both sides of railing installation breast board again; Said grout hole is φ 25, and it is apart from baluster (6) end 320mm place, and communicates with said φ 60 circular holes;
(3) with the circle hole sleeve at baluster (6) end coating steel pipe (1) go up fixing after, through grout hole (7) pressure injection neutral silicone structure glue (8);
(4) treat that structure glue (8) reaches intensity after, fill structure glue (8) at baluster (1) root and base intersection, outer shape is in the arc-shaped, by conventional method the railing breast board is installed at last.
2. antique stone railing bar planting grouting anchoring construction technology according to claim 1, it is characterized in that: in step (1) new construction, the bottom of said coating steel pipe (1) is fixing through welding " L " shape dowel (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104193921A CN102535340B (en) | 2011-12-15 | 2011-12-15 | Planting bar grouting and anchoring construction process for antique stone balustrade |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104193921A CN102535340B (en) | 2011-12-15 | 2011-12-15 | Planting bar grouting and anchoring construction process for antique stone balustrade |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102535340A true CN102535340A (en) | 2012-07-04 |
| CN102535340B CN102535340B (en) | 2013-12-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2011104193921A Active CN102535340B (en) | 2011-12-15 | 2011-12-15 | Planting bar grouting and anchoring construction process for antique stone balustrade |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103046707A (en) * | 2013-01-09 | 2013-04-17 | 苏州园林发展股份有限公司 | Stone balustrade and making and mounting process thereof |
| CN115339264A (en) * | 2022-08-17 | 2022-11-15 | 绍兴市大越雕塑艺术有限公司 | Seamless splicing manufacturing method of large stone carving piece |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6841108B1 (en) * | 1997-08-13 | 2005-01-11 | Peter Savenok | Method of manufacturing a balustrade of synthetic material |
| KR100832529B1 (en) * | 2007-04-11 | 2008-05-26 | 주식회사 삼영 씨.앤.알 | A boundary stone with a fence |
| CN201526128U (en) * | 2009-10-12 | 2010-07-14 | 周建国 | Bowlder-imitated guardrail |
| TWM399654U (en) * | 2010-08-31 | 2011-03-11 | Zhen Jia Bao Entpr Co Ltd | Charcoal spring mattress structure with high permeability |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TW399654U (en) * | 1999-11-18 | 2000-07-21 | Yeun Cherng Construction Mater | Stone balustrade structure and processing fixture improvement |
-
2011
- 2011-12-15 CN CN2011104193921A patent/CN102535340B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6841108B1 (en) * | 1997-08-13 | 2005-01-11 | Peter Savenok | Method of manufacturing a balustrade of synthetic material |
| KR100832529B1 (en) * | 2007-04-11 | 2008-05-26 | 주식회사 삼영 씨.앤.알 | A boundary stone with a fence |
| CN201526128U (en) * | 2009-10-12 | 2010-07-14 | 周建国 | Bowlder-imitated guardrail |
| TWM399654U (en) * | 2010-08-31 | 2011-03-11 | Zhen Jia Bao Entpr Co Ltd | Charcoal spring mattress structure with high permeability |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103046707A (en) * | 2013-01-09 | 2013-04-17 | 苏州园林发展股份有限公司 | Stone balustrade and making and mounting process thereof |
| CN115339264A (en) * | 2022-08-17 | 2022-11-15 | 绍兴市大越雕塑艺术有限公司 | Seamless splicing manufacturing method of large stone carving piece |
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| Publication number | Publication date |
|---|---|
| CN102535340B (en) | 2013-12-11 |
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