CN103526774A - Detachable landslide preventing protection shed - Google Patents
Detachable landslide preventing protection shed Download PDFInfo
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- CN103526774A CN103526774A CN201210223702.7A CN201210223702A CN103526774A CN 103526774 A CN103526774 A CN 103526774A CN 201210223702 A CN201210223702 A CN 201210223702A CN 103526774 A CN103526774 A CN 103526774A
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- detachable
- protection shed
- guard shield
- protective
- preventing protection
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Abstract
The invention discloses a detachable landslide preventing protection shed and relates to a landslide preventing protection shed used in buried pipeline under-ditch construction operation. The detachable landslide preventing protection shed solves the problem that safety of under-ditch operation can not be fundamentally solved by present traditional landslide preventing measures. The detachable landslide preventing protection shed comprises vertical rods, transverse rods, protecting plates and connecting pieces. The vertical rods and the transverse rods constitute a six-face space supporting frame. Each protecting plate comprises protecting bodies arranged on the four side faces of the supporting frame and a protecting body arranged at the top of the supporting frame. In the utilization process, the detachable landslide preventing protection shed has the advantages of being convenient to install, safe and reliable in performance, and light in weight, bringing convenience to field transition and bringing great convenience to construction operation. The detachable landslide preventing protection shed is mainly used for buried pipeline under-ditch construction operation.
Description
Technical field
The present invention relates to construction operation protector under buried pipeline ditch, particularly involve in a kind of anti-collapse protection canopy using during construction operation under buried pipeline ditch.
Background technology
Along with the development of domestic pipeline construction technology, the continuous expansion of construction operation scope, pipeline installation presenting construction and relating to the features such as region is wide, construction geology complicated condition, and there are Plain, hills, Gobi desert, desert, marsh etc. in institute through area.In pipeline construction operation, constructor often needs in pipe trench, to carry out for a long time construction operation.The life security of operating personnel under ditch in the hazards serious threats such as the landslide of pipe trench, landslide.Therefore, must adopt an effective measure and protect constructor's personal safety.
The anti-collapse measure of tradition mainly contains: pipe trench carries out suitable putting slope, carry out strengthening in precipitation processing, mining process monitoring etc., although these measures have improved job safety coefficient to a certain extent, but cannot fundamentally solve the safety problem of operation under ditch, make construction operation under ditch still have certain risk.
Summary of the invention
Object of the present invention is intended to overcome the deficiencies in the prior art, provide a set of safety factor high, have bad luck flexible anti-collapse canopy.
Object of the present invention can realize by following technical solution:
This anti-collapse canopy comprises vertical rod, cross bar, guard shield and connector; described vertical rod and described cross bar form six space of planes support frames, and described guard shield comprises the protective that is arranged at the protective of described 4 sides of support frame and is arranged at described support frame top.The effect that consists of six space of planes support frames described vertical rod and described cross bar is the support frame that forms this anti-collapse canopy.The effect that the described protective of 4 sides and the protective at top are set is to prevent from this anti-collapse canopy cubic metre of earth caving in, and stops that the construction operation that the things that drop such as stone, soil block fall under this anti-collapse canopy is on-the-spot.The effect of described connector is to facilitate this anti-collapse canopy dismounting, and realizing described member can reuse.Described guard shield can be selected plate face constituent material flexibly according to the geological condition of job site, as the on-the-spot cubic meter of stone adopts gauze wire cloth more at most, as earth volume greatly adopts iron sheet material, as the water yield is covered canvas cloth etc. on greatly.Each described protective can be the constituting body of the guard shield described in, can be also separate guard shield.
Object of the present invention can also be opened realization by following technical solution:
Described protective is guard shield structure independently, and this protective comprises gauze wire cloth.Described protective for guard shield structure function be independently easy disassembly transportation.It is by high, the lightweight feature of gauze wire cloth intensity as the effect of plate face constituent material that described protective adopts gauze wire cloth, effectively stops that the foreign material such as stone, soil block crash into the construction operation scene under this anti-collapse canopy, and convenient for assembly and transportation.Described connector comprises bolt and bearing diagonal body, and described bearing diagonal body is provided with bolt hole, and described vertical rod is provided with the bolt hole being connected with described bearing diagonal body and described guard shield.Selecting described bolt and described bearing diagonal body is to utilize this two kinds of simple advantages of element structure as the effect of connector, for convenience detach and realize the adjustment of member installation dimension.Described bottom of upright rod is provided with base.The effect that described firm banking is set is to increase described vertical rod and the contact surface on ground, makes this anti-collapse canopy more firm.Described protective is provided with reinforcing rib and framework.The effect that described reinforcing rib and framework are set on described protective is to make described protective more firm, improves its impact-resistant ability.Described protective comprises iron sheet or canvas cloth.Selecting described iron sheet or canvas cloth is mainly to make described guard shield can adapt to the construction environment that earth volume is large or the water yield is large as the constituent material of described protective, guarantees can carry out safe construction under this anti-collapse canopy.
Beneficial effect of the present invention: can form anti-collapse construction guard space because the vertical rod by described, cross bar, guard shield and connector interconnect; and be removable annexation between each member of formation guard space; the formation of each member is simple and reliable and stable; so that the present invention in use has advantages of is easy for installation, performance safety is reliable, lightweight, be convenient to that transition is had bad luck and greatly convenient construction operation.
Accompanying drawing explanation:
Fig. 1 is the overall structure schematic diagram of the embodiment of the present invention;
Fig. 2 is that the embodiment of the present invention is perpendicular to the side schematic view of construction pipeline;
Fig. 3 is the side schematic view that the embodiment of the present invention is parallel to the pipeline of constructing;
Fig. 4 is embodiment of the present invention schematical top view.
In figure 1, guard shield, 2, guard shield, 3, guard shield, 4, vertical rod, 5, cross bar, 6, connector; 7, base, 11, gauze wire cloth, 12, reinforcing rib, 21, gauze wire cloth, 22. reinforcing rib, 23, frame; 31, gauze wire cloth, 32, reinforcing rib, 33, frame, 61, bolt, 62, bearing diagonal body.
the specific embodiment:
Below in conjunction with drawings and Examples, the present invention is further described.
This detachable anti-collapse canopy comprises vertical rod 4, cross bar 5, guard shield and connector 6, described vertical rod 4 and described cross bar 5 form six space of planes support frames, described guard shield comprises 2 lateral protection plates 3 perpendicular to construction pipeline, 2 the lateral protection plates 2 and the guard shield 1 that is arranged at described support frame top that are parallel to the pipeline of constructing, described guard shield 1 comprises gauze wire cloth 11 and reinforcing rib 12, described guard shield 2 comprises gauze wire cloth 21, reinforcing rib 22 and frame 23, described guard shield 3 comprises gauze wire cloth 31, reinforcing rib 32 and frame 33, described connector comprises the bearing diagonal body 62 of bolt 61 and described guard shield 2, described bearing diagonal body 62 is provided with bolt hole, described vertical rod 4 is provided with and described bearing diagonal body 62 and described guard shield 2, 3 bolts hole that are connected, described vertical rod 4 bottoms are provided with base 7.
The size of engineering pipe canal digging of must being combined when making this anti-collapse canopy is determined the length of described vertical rod 4, according to welding space requirement under ditch, makes frame construction, reserves the overall dimensions of anti-collapse canopy, then calculates the materials requirement of each several part, accurate blanking.Non-dismountable part must be noted centering in welding process, prevents from occurring deviation in assembling process, impact assembling.After this anti-collapse canopy assembling, can in canopy, carry out the work such as construction operation.The plate face constituent material of described guard shield can be grasped flexibly according to job site geological condition, and the on-the-spot cubic meter of stone adopts gauze wire cloth more at most, and earth volume greatly adopts iron sheet material on surface, and the water yield is covered canvas cloth on greatly.Being connected by described fastening bolt 61 of the frame construction that described guard shield forms with cross bar 5 with vertical rod 4 by described realizes, with for convenience detach.After installation, can put into ditch, personnel just can enter and in canopy, carry out construction operation.In equipment transition process, after this anti-collapse canopy dismounting, only need transport with dilly, not only convenient but also save transshipment charge.
Claims (6)
1. detachable anti-collapse is protected canopy; comprise vertical rod, cross bar, guard shield and connector; it is characterized in that described vertical rod and described cross bar form six space of planes support frames, described guard shield comprises the protective that is arranged at the protective of described 4 sides of support frame and is arranged at described support frame top.
2. detachable anti-collapse protection canopy as claimed in claim 1, it is characterized in that described protective is for guard shield structure independently, and this protective comprises gauze wire cloth.
3. detachable anti-collapse as claimed in claim 1 or 2 is protected canopy; it is characterized in that described connector comprises bolt and bearing diagonal body; described bearing diagonal body is provided with bolt hole, and described vertical rod is provided with the bolt hole being connected with described bearing diagonal body and described guard shield.
4. detachable anti-collapse protection canopy as claimed in claim 3, is characterized in that described bottom of upright rod is provided with base.
5. detachable anti-collapse protection canopy as claimed in claim 4, is characterized in that described protective is provided with reinforcing rib and framework.
6. detachable anti-collapse protection canopy as claimed in claim 3, is characterized in that described protective comprises iron sheet or canvas cloth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210223702.7A CN103526774A (en) | 2012-07-02 | 2012-07-02 | Detachable landslide preventing protection shed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210223702.7A CN103526774A (en) | 2012-07-02 | 2012-07-02 | Detachable landslide preventing protection shed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103526774A true CN103526774A (en) | 2014-01-22 |
Family
ID=49929094
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210223702.7A Pending CN103526774A (en) | 2012-07-02 | 2012-07-02 | Detachable landslide preventing protection shed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103526774A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908780A (en) * | 2016-06-17 | 2016-08-31 | 国家电网公司 | Three-purpose machine for cable inspection well |
| CN113445540A (en) * | 2021-03-22 | 2021-09-28 | 深圳市深安企业有限公司 | Partially-assembled underground structure construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10331115A (en) * | 1997-05-28 | 1998-12-15 | Miyaji Tekkosho:Kk | Steel and concrete combined rock shed |
| CN2688817Y (en) * | 2004-02-04 | 2005-03-30 | 胜利油田胜利石油化工建设有限责任公司 | All-weather tunnel constructing shed |
| CN201738618U (en) * | 2010-04-16 | 2011-02-09 | 中冶实久建设有限公司 | Combined protective shed structure for internal overhaul of rotary kiln |
| CN202280266U (en) * | 2011-10-24 | 2012-06-20 | 胜利油田胜利石油化工建设有限责任公司 | Dismounting type wind-proof shed for full-automatic welding operation |
| CN202644577U (en) * | 2012-07-02 | 2013-01-02 | 中国石油化工股份有限公司 | Detachable collapse-preventing shelter |
-
2012
- 2012-07-02 CN CN201210223702.7A patent/CN103526774A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10331115A (en) * | 1997-05-28 | 1998-12-15 | Miyaji Tekkosho:Kk | Steel and concrete combined rock shed |
| CN2688817Y (en) * | 2004-02-04 | 2005-03-30 | 胜利油田胜利石油化工建设有限责任公司 | All-weather tunnel constructing shed |
| CN201738618U (en) * | 2010-04-16 | 2011-02-09 | 中冶实久建设有限公司 | Combined protective shed structure for internal overhaul of rotary kiln |
| CN202280266U (en) * | 2011-10-24 | 2012-06-20 | 胜利油田胜利石油化工建设有限责任公司 | Dismounting type wind-proof shed for full-automatic welding operation |
| CN202644577U (en) * | 2012-07-02 | 2013-01-02 | 中国石油化工股份有限公司 | Detachable collapse-preventing shelter |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908780A (en) * | 2016-06-17 | 2016-08-31 | 国家电网公司 | Three-purpose machine for cable inspection well |
| CN105908780B (en) * | 2016-06-17 | 2018-09-21 | 国家电网公司 | Cable manhole three-way set |
| CN113445540A (en) * | 2021-03-22 | 2021-09-28 | 深圳市深安企业有限公司 | Partially-assembled underground structure construction method |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140122 |