CN106049365A - Novel net tying ring construction technique - Google Patents
Novel net tying ring construction technique Download PDFInfo
- Publication number
- CN106049365A CN106049365A CN201610345288.5A CN201610345288A CN106049365A CN 106049365 A CN106049365 A CN 106049365A CN 201610345288 A CN201610345288 A CN 201610345288A CN 106049365 A CN106049365 A CN 106049365A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- protection threshold
- wheel bank
- wheel protection
- tying ring
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
- E02B3/26—Fenders
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Ocean & Marine Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention provides a novel net tying ring construction technique. A novel net tying ring is composed of a wheel protection threshold internal embedded part and a wheel protection threshold external connecting part. The novel net tying ring construction technique comprises the following steps that (1) a wheel protection threshold external wrapping steel plate is machined; (2) the wheel protection threshold external wrapping steel plate is installed; (3) after the wheel protection threshold external wrapping steel plate is installed, an embedded nut is fixed to the wheel protection threshold external wrapping steel plate by means of a fixing bolt through a drilled bolt hole; (4) a wheel protection threshold formwork is erected, concrete is poured, and a breast wall surface course is constructed after the formwork is dismounted; (5) after construction of the breast wall surface course is completed, the fixing bolt is dismounted, and wheel protection threshold oil paint is brushed; and (6) after the oil paint is air-dried, an external bolt and a ring body are installed. According to the novel net tying ring construction technique, the spit type net tying ring combining the embedded nut and the external bolt is used for replacing a traditional integrated structure, and the installation quality of the net tying ring is guaranteed; and meanwhile, the net tying ring can be maintained and replaced conveniently in the using process.
Description
Technical field
The present invention relates to a kind of Wharf Engineering technical field, particularly relate to a kind of novel system net ring construction technology.
Background technology
Along bank gravity type closed square structure Wharf Engineering, 2 miscellaneous berths of Deep Water Steel altogether, harbour top is protected wheel bank and is provided with
For hang anti-goods fall net be net ring, former system net ring design is integral type structure, and carrying out construction by this technique can produce
Some problems.First be net ring for tilting to install, increase installation difficulty and under identical operating conditions installation quality the most difficult
To ensure, the presentation quality of engineering can be directly influenced.Secondly in order to be net ring and protect the one-piece casting of wheel bank, need protecting
For being that net ring sponson reserves bar v notch v in wheel bank template, it is contemplated that be the installation deviation of net ring, reserve bar v notch v
Being greater than is the overhanging size of net ring, breach and be to have space between net ring, after this also certainly will increase template only slurry and form removal
The difficulty of concrete surface repairing and intensity.Meanwhile, if being that net ring is in use lost, integral structure is the most not
It is beneficial to change, keep in repair.
Summary of the invention
Present invention seek to address that the deficiencies in the prior art, and a kind of novel system net ring construction technology is provided.
The present invention for achieving the above object, by the following technical solutions: novel system net ring construction technology, it is characterised in that
Including following operating procedure:
1., processing protects wheel bank encased steel plate, according to being net ring and the plane and the elevation location that protect wheel bank on the steel plate of side, land
Carry out the boring of bolt hole；
2., wheel bank encased steel plate is protected in installation；
3., protect wheel bank encased steel plate installation after, with fixing bolt, embedded nut is solid by the bolt hole being drilled
It is scheduled on and protects on wheel bank encased steel plate；
4., Zhi Li protect wheel bank template casting concrete, after form removal, carry out the construction of breastwork surface layer；
5., unload fixing bolt after breastwork surface construction and wheel bank paint is protected in brushing；
6., paint air-dry after, outer connecting bolt and ring body are installed.
Described step 2. middle installation protects survey crew reply steel plate absolute altitude and plan-position during wheel bank encased steel plate
Unwrapping wire.
Described step 6. in ring body be the rounded ring body being formed from steel.
The invention has the beneficial effects as follows:
(1), the present invention improve after be net ring installation Comparison improve before be net ring install, eliminate in installation process
Measurement school after measuring independent unwrapping wire and installing before installation and program, eliminate be single branching standing template operation at net ring and
Patch work to concrete surface after form removal, thus decrease the input of manpower and materials.
(2), the split type system net ring that the what is more important present invention uses embedded nut and outer connecting bolt to combine substitutes
Traditional integral structure, is that the installation quality of net ring is guaranteed, and on inspection, is that the alignment error of net ring is all at allowable error
Within the scope of, presentation quality is preferable.It has been also convenient in use, to being the maintenance of net ring, replacing simultaneously.
Accompanying drawing explanation
Fig. 1 is the scheme of installation of construction technology of the present invention；
In figure: 1-embedded nut；2-protects wheel bank encased steel plate；The outer connecting bolt of 3-；4-ring body；
It is described in detail referring to the drawings below with reference to embodiments of the invention.
Detailed description of the invention
Below in conjunction with embodiment, the invention will be further described:
As it is shown in figure 1, novel system net ring construction technology, including following operating procedure:
1., processing protects wheel bank encased steel plate 2, according to being net ring and the plane and the elevation location that protect wheel bank on the steel plate of side, land
Carry out the boring of bolt hole；
2., installing and protect wheel bank encased steel plate 2, in installation process, survey crew is to steel plate absolute altitude and plan-position unwrapping wire；
3., protect wheel bank encased steel plate 2 installation after, with fixing bolt by embedded nut 1 by the bolt hole being drilled
It is fixed on and protects on wheel bank encased steel plate 2；
4., Zhi Li protect wheel bank template casting concrete, after form removal, carry out the construction of breastwork surface layer；
5., unload fixing bolt after breastwork surface construction and wheel bank paint is protected in brushing；
6., paint air-dry after, outer connecting bolt 3 and ring body 4 are installed.
Described step 6. in ring body 4 be the rounded ring body being formed from steel.
Above the present invention is exemplarily described, it is clear that the present invention implements and is not subject to the restrictions described above,
As long as have employed method design and the various improvement that carry out of technical scheme of the present invention, or the most improved directly apply to other
Close, all within protection scope of the present invention.
Claims (3)
- The most novel system net ring construction technology, it is characterised in that include following operating procedure:1., processing protect wheel bank encased steel plate (2), side, land steel plate enters according to the plane and elevation location being net ring and protect wheel bank The boring of row bolt hole；2., wheel bank encased steel plate (2) is protected in installation；3., protect wheel bank encased steel plate (2) installation after, with fixing bolt by embedded nut (1) by the bolt hole being drilled It is fixed on and protects on wheel bank encased steel plate (2)；4., Zhi Li protect wheel bank template casting concrete, after form removal, carry out the construction of breastwork surface layer；5., unload fixing bolt after breastwork surface construction and wheel bank paint is protected in brushing；6., paint air-dry after, outer connecting bolt (3) and ring body (4) are installed.
- Novel system the most according to claim 1 net ring construction technology, it is characterised in that described step 2. middle installation protects wheel bank Survey crew reply steel plate absolute altitude and plan-position unwrapping wire during encased steel plate (2).
- Novel system the most according to claim 1 net ring construction technology, it is characterised in that described step 6. in ring body (4) For the rounded ring body being formed from steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610345288.5A CN106049365A (en) | 2016-05-23 | 2016-05-23 | Novel net tying ring construction technique |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610345288.5A CN106049365A (en) | 2016-05-23 | 2016-05-23 | Novel net tying ring construction technique |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106049365A true CN106049365A (en) | 2016-10-26 |
Family
ID=57177794
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610345288.5A Withdrawn CN106049365A (en) | 2016-05-23 | 2016-05-23 | Novel net tying ring construction technique |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106049365A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1143922A (en) * | 1997-07-29 | 1999-02-16 | Bridgestone Corp | Fender impact receiving plate installation structure |
| CN200940245Y (en) * | 2006-07-28 | 2007-08-29 | 大港油田集团有限责任公司 | Road built by assembled casing filled with stone |
| CN202809477U (en) * | 2012-09-05 | 2013-03-20 | 天津港滚装码头有限公司 | Embedded foldable dock guard ridge |
| CN204455813U (en) * | 2015-01-05 | 2015-07-08 | 中交第二航务工程勘察设计院有限公司 | A kind of access bridge sewage collection equipment |
| CN105568929A (en) * | 2016-02-26 | 2016-05-11 | 中铁二十四局集团安徽工程有限公司 | Rectangular bridge pier collision prevention facility and construction method thereof |
-
2016
- 2016-05-23 CN CN201610345288.5A patent/CN106049365A/en not_active Withdrawn
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1143922A (en) * | 1997-07-29 | 1999-02-16 | Bridgestone Corp | Fender impact receiving plate installation structure |
| CN200940245Y (en) * | 2006-07-28 | 2007-08-29 | 大港油田集团有限责任公司 | Road built by assembled casing filled with stone |
| CN202809477U (en) * | 2012-09-05 | 2013-03-20 | 天津港滚装码头有限公司 | Embedded foldable dock guard ridge |
| CN204455813U (en) * | 2015-01-05 | 2015-07-08 | 中交第二航务工程勘察设计院有限公司 | A kind of access bridge sewage collection equipment |
| CN105568929A (en) * | 2016-02-26 | 2016-05-11 | 中铁二十四局集团安徽工程有限公司 | Rectangular bridge pier collision prevention facility and construction method thereof |
Non-Patent Citations (1)
| Title |
|---|
| 高平原等: "重力式码头工程质量通病治理的新成果", 《港工技术》 * |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20161026 |