CN104947782B - Assembled type trench - Google Patents
Assembled type trench Download PDFInfo
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- CN104947782B CN104947782B CN201510301590.6A CN201510301590A CN104947782B CN 104947782 B CN104947782 B CN 104947782B CN 201510301590 A CN201510301590 A CN 201510301590A CN 104947782 B CN104947782 B CN 104947782B
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- groove
- pea gravel
- gravel concreten
- base plate
- steel tube
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Abstract
The invention discloses an assembled type trench. The trench comprises a fine aggregated concrete groove, more than one steel pipe components are vertically installed in the fine aggregated concrete groove, a connecting component is arranged between each steel pipe component and the fine aggregated concrete groove in a transversely-penetrating mode, holes for allowing the connecting components to pass through are formed in the steel pipe components, cross beams are installed between two opposite steel pipe components, the cross beams are fixed to the steel pipe components, a reinforcing base plate is connected to the bottom of the fine aggregated concrete groove, edgefolds are arranged in the reinforcing base plate, the edgefolds are detachably connected to the reinforcing base plate, and the reinforcing base plate is connected with the fine aggregated concrete groove through more than one locating studs. According to the assembled type trench, the structure is simple, the disadvantages that brickwork cement slabs are required for construction in the trench can be effectively avoided, the assembling for the trench bottom and the trench walls can be conducted manually on the ground, the labor intensity for the construction is reduced, the construction efficiency is raised, the autogeneous regulation performance is great, and the positioning effect is quite good.
Description
Technical field
The present invention relates to a kind of trench, particularly to a kind of assembled trench.
Background technology
Trench refers to be placed in the raceway groove of below ground, have for discharging rainwater and sewage, also have for putting cable.Conventional trench adopts brick mix structure mostly, way is usually levelling using carrying out after the fluting of ground first with digging machine, then build fragment of brick by laying bricks or stones to certain altitude in both sides again, finally cover cement plate, cement plate can imbed below ground or concordant with ground, at interval of certain distance, one inspection shaft is set, using the import and export as discharge opening or dredging cable, although or the purpose of use can be reached, but constructing operation is loaded down with trivial details, construction intensity is big, and the construction period is long, is unfavorable for the saving of engineering time and construction cost.
Content of the invention
The technical problem to be solved in the present invention is：Overcome the problems referred to above, provide a kind of self structure to be only second to, can be prevented effectively from and must use fragment of brick
The assembled trench of cement plate disadvantage of building construction in ditch.
To achieve these goals, the technical solution used in the present invention is such：The assembled trench of the present invention, including pea gravel concreten groove, steel tube component is vertically installed in pea gravel concreten groove, steel tube component more than one, laterally it is equipped with connecting elements between steel tube component and pea gravel concreten groove, the hole passing through for connecting elements is had on steel tube component, just relative to two steel tube components between crossbeam is installed, crossbeam is fixed on steel tube component, pea gravel concreten channel bottom connects a reinforcement base plate, strengthen the built-in flanging of base plate, flanging is detachably connected on reinforcement base plate, strengthen being connected by positioning stud between base plate and pea gravel concreten groove, positioning stud more than one.
Further, as a kind of specific version, pea gravel concreten groove lateral surface of the present invention is connected with reinforcement, and reinforcement is connected with pea gravel concreten groove by pipeline in upper and lower frame mode.
Further, as a kind of specific version, reinforcement of the present invention has in the embedding ash-pit being distributed up and down from side.
Further, as a kind of specific version, pea gravel concreten groove both sides of the present invention are equipped with blotter.
Further, as a kind of specific version, blotter thickness of the present invention is equal with pea gravel concreten groove height.
Further, as a kind of specific version, crossbeam of the present invention is made using stainless steel material.
Further, as a kind of specific version, steel tube component of the present invention is made using corrosion-resistant material.
Compared with prior art, it is an advantage of the current invention that：This assembled trench self structure is only second to, and can be prevented effectively from and must use fragment of brick
The disadvantage of cement plate building construction in ditch, so that manually also can carry out the assembling of bottom of trench and furrow bank on the ground, is realized mitigating construction labor intensity, is increased the purpose of efficiency of construction, and self-regulatory can be extremely strong, locating effect is very good.
Brief description
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 is the structural representation of the present invention；
In figure：1. pea gravel concreten groove；2. connecting elements；3. steel tube component；4. crossbeam；5. strengthen base plate；6. flanging；7. positioning stud.
Specific embodiment
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, the basic structure of the present invention are only described in a schematic way, therefore it only shows the composition relevant with the present invention.
The preferred embodiment of assembled trench of the present invention as shown in Figure 1，Including pea gravel concreten groove 1，Steel tube component 3 is vertically installed in pea gravel concreten groove 1，Steel tube component 3 more than one，Laterally it is equipped with connecting elements 2 between steel tube component 3 and pea gravel concreten groove 1，The hole passing through for connecting elements 2 is had on steel tube component 3，Between steel tube component 3, crossbeam 4 is installed two-by-two，Crossbeam 4 is fixed on steel tube component 3，Pea gravel concreten groove 1 bottom connects a reinforcement base plate 5，Strengthen the built-in flanging 6 of base plate 5，Flanging 6 is detachably connected on reinforcement base plate 5，Strengthen being connected by positioning stud 7 between base plate 5 and pea gravel concreten groove 1，Positioning stud 7 more than one，Described pea gravel concreten groove 1 lateral surface is connected with reinforcement，Reinforcement is connected with pea gravel concreten groove 1 by pipeline in upper and lower frame mode，Described reinforcement has in the embedding ash-pit being distributed up and down from side，Described pea gravel concreten groove 1 both sides are equipped with blotter，Described blotter thickness is highly equal with pea gravel concreten groove 1，Described crossbeam 4 is made using stainless steel material，Described steel tube component 3 is made using corrosion-resistant material.
The assembled trench self structure of the present invention is only second to, and can be prevented effectively from and must use fragment of brick
The disadvantage of cement plate building construction in ditch, so that manually also can carry out the assembling of bottom of trench and furrow bank on the ground, is realized mitigating construction labor intensity, is increased the purpose of efficiency of construction, and self-regulatory can be extremely strong, locating effect is very good.Described pea gravel concreten groove 1 lateral surface is connected with reinforcement, and reinforcement is connected with pea gravel concreten groove 1 by pipeline in upper and lower frame mode, and reinforcement performance is higher, is difficult to subside；Described reinforcement has in the embedding ash-pit being distributed up and down from side, enhances usability；Described pea gravel concreten groove 1 both sides are equipped with blotter, and described blotter thickness is highly equal with pea gravel concreten groove 1, can play, to pea gravel concreten groove 1, the effect reinforced further；Described crossbeam 4 is made using stainless steel material, extends the service life of crossbeam 4, not easy fracture；Described steel tube component 3 is made using corrosion-resistant material, and corrosion resistance is strong.
With the above-mentioned desirable embodiment according to the present invention for enlightenment, by above-mentioned description, relevant staff can carry out various change and modification completely in the range of without departing from this invention technological thought.The content that the technical scope of this invention is not limited in description it is necessary to determine its technical scope according to right.
Claims (1)
1. a kind of assembled trench, including pea gravel concreten groove it is characterised in that：Steel tube component is vertically installed in pea gravel concreten groove, steel tube component more than one, laterally it is equipped with connecting elements between steel tube component and pea gravel concreten groove, the hole passing through for connecting elements is had on steel tube component, just relative to two steel tube components between crossbeam is installed, crossbeam is fixed on steel tube component, pea gravel concreten channel bottom connects a reinforcement base plate, strengthen the built-in flanging of base plate, flanging is detachably connected on reinforcement base plate, strengthen being connected by positioning stud between base plate and pea gravel concreten groove, positioning stud more than one；Described pea gravel concreten groove lateral surface is connected with reinforcement, and reinforcement is connected with pea gravel concreten groove by pipeline in upper and lower frame mode；Described reinforcement has in the embedding ash-pit being distributed up and down from side；Described pea gravel concreten groove both sides are equipped with blotter；Described blotter thickness is equal with pea gravel concreten groove height；Described crossbeam is made using stainless steel material；Described steel tube component is made using corrosion-resistant material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510301590.6A CN104947782B (en) | 2015-06-05 | 2015-06-05 | Assembled type trench |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510301590.6A CN104947782B (en) | 2015-06-05 | 2015-06-05 | Assembled type trench |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104947782A CN104947782A (en) | 2015-09-30 |
| CN104947782B true CN104947782B (en) | 2017-02-08 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510301590.6A Active CN104947782B (en) | 2015-06-05 | 2015-06-05 | Assembled type trench |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104947782B (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3962088A (en) * | 1974-09-17 | 1976-06-08 | Elberfeld Concrete Block Co., Inc. (Entire) | Concrete block assembly |
| JPH11247194A (en) * | 1998-03-02 | 1999-09-14 | Sakata Construction Co Ltd | Temporary earth-retaining construction method and device |
| JP3142523B2 (en) * | 1998-12-24 | 2001-03-07 | 野津運送株式会社 | Grating that can be fixed to the gutter wall |
| JP2007169955A (en) * | 2005-12-20 | 2007-07-05 | Kowa Kizai:Kk | Reinforcing tool for repairing side ditch, repairing auxiliary tool, repairing grating, repairing structure, and repairing method |
| CN201345526Y (en) * | 2008-12-11 | 2009-11-11 | 浙江省电力设计院 | Fabricated cable trench body of transformer substation |
| CN201991149U (en) * | 2011-03-18 | 2011-09-28 | 北京东方诚国际钢结构工程有限公司 | Open valley assembly |
| CN202190047U (en) * | 2011-07-16 | 2012-04-11 | 江立宏 | Fabricated steel ground cable channel |
| CN202627167U (en) * | 2012-07-04 | 2012-12-26 | 铁道第三勘察设计院集团有限公司 | Reinforced concrete assembled rectangular side gutter |
| CN202989953U (en) * | 2012-12-20 | 2013-06-12 | 湖南送变电勘察设计咨询有限公司 | High-strength light anticorrosion concrete base prefabricating assembling cable trench |
| CN203034479U (en) * | 2012-10-29 | 2013-07-03 | 浙江宏兴塑胶有限公司 | Assembly type trench |
| CN203680497U (en) * | 2014-01-14 | 2014-07-02 | 国家电网公司 | Assembly type cable trench forming device |
-
2015
- 2015-06-05 CN CN201510301590.6A patent/CN104947782B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3962088A (en) * | 1974-09-17 | 1976-06-08 | Elberfeld Concrete Block Co., Inc. (Entire) | Concrete block assembly |
| JPH11247194A (en) * | 1998-03-02 | 1999-09-14 | Sakata Construction Co Ltd | Temporary earth-retaining construction method and device |
| JP3142523B2 (en) * | 1998-12-24 | 2001-03-07 | 野津運送株式会社 | Grating that can be fixed to the gutter wall |
| JP2007169955A (en) * | 2005-12-20 | 2007-07-05 | Kowa Kizai:Kk | Reinforcing tool for repairing side ditch, repairing auxiliary tool, repairing grating, repairing structure, and repairing method |
| CN201345526Y (en) * | 2008-12-11 | 2009-11-11 | 浙江省电力设计院 | Fabricated cable trench body of transformer substation |
| CN201991149U (en) * | 2011-03-18 | 2011-09-28 | 北京东方诚国际钢结构工程有限公司 | Open valley assembly |
| CN202190047U (en) * | 2011-07-16 | 2012-04-11 | 江立宏 | Fabricated steel ground cable channel |
| CN202627167U (en) * | 2012-07-04 | 2012-12-26 | 铁道第三勘察设计院集团有限公司 | Reinforced concrete assembled rectangular side gutter |
| CN203034479U (en) * | 2012-10-29 | 2013-07-03 | 浙江宏兴塑胶有限公司 | Assembly type trench |
| CN202989953U (en) * | 2012-12-20 | 2013-06-12 | 湖南送变电勘察设计咨询有限公司 | High-strength light anticorrosion concrete base prefabricating assembling cable trench |
| CN203680497U (en) * | 2014-01-14 | 2014-07-02 | 国家电网公司 | Assembly type cable trench forming device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104947782A (en) | 2015-09-30 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Xu Maiju Inventor after: Guo Dongfen Inventor after: An Jing Inventor after: Zheng Weitao Inventor after: Wang Jianhui Inventor after: Bai Tianmin Inventor after: Liu Zhijie Inventor after: Zhao Hongxu Inventor after: Zhang Junling Inventor before: Gong Suhua |
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| COR | Change of bibliographic data | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20161124 Address after: The stone town Henan city of Zhengzhou province high tech Zone 450000 two Street South Village No. 68 Applicant after: ZHENGZHOU LICHUANG BUILDING MATERIAL CO., LTD. Address before: Jinjiang District Jinhua Road Chengdu City, Sichuan province 610000 section of No. 8 Building 1 11 unit 18 floor No. 1846 Applicant before: CHENGDU XUNDE TECHNOLOGY CO., LTD. |
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| C14 | Grant of patent or utility model | ||
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