CN104947782A - Assembled type trench - Google Patents
Assembled type trench Download PDFInfo
- Publication number
- CN104947782A CN104947782A CN201510301590.6A CN201510301590A CN104947782A CN 104947782 A CN104947782 A CN 104947782A CN 201510301590 A CN201510301590 A CN 201510301590A CN 104947782 A CN104947782 A CN 104947782A
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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 every two 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 a kind of assembling trench.
Background technology
Trench refers to the raceway groove being placed in below ground, what have is used for discharge rainwater and sewage, also have be used for put cable, trench in the past adopts brick mix structure mostly, way be generally adopt first utilize digging machine ground fluting after carry out levelling, and then build fragment of brick by laying bricks or stones to certain altitude in both sides, finally cover cement board, cement board can imbed below ground or concordant with ground, at interval of certain distance, an inspection shaft is set, using the import and export as discharge opening or dredging cable, although or the object of use can be reached, but constructing operation is loaded down with trivial details, construction intensity is large, construction period is long, be unfavorable for the saving of engineering time and construction cost.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, provides a kind of self structure to be only second to, and effectively can avoid the assembling trench must using the disadvantage of fragment of brick cement board building construction in ditch.
To achieve these goals, the technical solution used in the present invention is such: assembling trench of the present invention, comprise pea gravel concreten groove, vertically steel tube component is installed in pea gravel concreten groove, more than one of steel tube component, laterally connecting elements is equipped with between steel tube component and pea gravel concreten groove, steel tube component has the hole passed for connecting elements, between steel tube component, crossbeam is installed between two, crossbeam is fixed on steel tube component, pea gravel concreten channel bottom connects one and strengthens base plate, strengthen the built-in flanging of base plate, flanging is detachably connected on to be strengthened on base plate, strengthen base plate to be connected by positioning stud with between pea gravel concreten groove, more than one of positioning stud.
Further, as a kind of concrete form of structure, pea gravel concreten groove lateral surface of the present invention is connected with reinforcing rib, and reinforcing rib is that upper and lower frame mode is connected with pea gravel concreten groove by pipeline.
Further, as a kind of concrete form of structure, reinforcing rib of the present invention has the embedding ash-pit in distributing up and down from the side.
Further, as a kind of concrete form of structure, pea gravel concreten groove both sides of the present invention are equipped with hardcore bed.
Further, as a kind of concrete form of structure, hardcore bed thickness of the present invention is equal with pea gravel concreten groove height.
Further, as a kind of concrete form of structure, crossbeam of the present invention adopts stainless steel material to make.
Further, as a kind of concrete form of structure, steel tube component of the present invention adopts corrosion-resistant material to make.
Compared with prior art, the invention has the advantages that: this assembling trench self structure is only second to, effectively can avoid the disadvantage must using fragment of brick cement board building construction in ditch, make the assembling manually also can carrying out bottom of trench and furrow bank on the ground, realization alleviates construction labour intensity, strengthen the object of efficiency of construction, and self-regulation performance is extremely strong, locating effect is very good.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is 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.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation, and these accompanying drawings are the schematic diagram of simplification, only basic structure of the present invention is described in a schematic way, and therefore it only shows the formation relevant with the present invention.
The preferred embodiment of assembling trench of the present invention as shown in Figure 1, comprise pea gravel concreten groove 1, in pea gravel concreten groove 1, steel tube component 3 is vertically installed, more than one of steel tube component 3, laterally connecting elements 2 is equipped with between steel tube component 3 and pea gravel concreten groove 1, steel tube component 3 has the hole passed for connecting elements 2, between steel tube component 3, crossbeam 4 is installed between two, crossbeam 4 is fixed on steel tube component 3, connect one bottom pea gravel concreten groove 1 and strengthen base plate 5, strengthen the built-in flanging 6 of base plate 5, flanging 6 is detachably connected on to be strengthened on base plate 5, strengthen base plate 5 to be connected by positioning stud 7 with between pea gravel concreten groove 1, more than one of positioning stud 7, described pea gravel concreten groove 1 lateral surface is connected with reinforcing rib, reinforcing rib is that upper and lower frame mode is connected with pea gravel concreten groove 1 by pipeline, described reinforcing rib has the embedding ash-pit in distributing up and down from the side, described pea gravel concreten groove 1 both sides are equipped with hardcore bed, described hardcore bed thickness is highly equal with pea gravel concreten groove 1, described crossbeam 4 adopts stainless steel material to make, described steel tube component 3 adopts corrosion-resistant material to make.
Assembling trench self structure of the present invention is only second to, effectively can avoid the disadvantage must using fragment of brick cement board building construction in ditch, make the assembling manually also can carrying out bottom of trench and furrow bank on the ground, realization alleviates construction labour intensity, strengthen the object of efficiency of construction, and self-regulation performance is extremely strong, locating effect is very good.Described pea gravel concreten groove 1 lateral surface is connected with reinforcing rib, and reinforcing rib is that upper and lower frame mode is connected with pea gravel concreten groove 1 by pipeline, and reinforcement performance is stronger, not easily subsides; Described reinforcing rib has the embedding ash-pit in distributing up and down from the side, enhances usability; Described pea gravel concreten groove 1 both sides are equipped with hardcore bed, and described hardcore bed thickness is highly equal with pea gravel concreten groove 1, can play the effect of reinforcing further to pea gravel concreten groove 1; Described crossbeam 4 adopts stainless steel material to make, and extends the application life of crossbeam 4, not easy fracture; Described steel tube component 3 adopts corrosion-resistant material to make, and corrosion resistance is strong.
With above-mentioned according to desirable embodiment of the present invention for enlightenment, by above-mentioned description, relevant staff completely can in the scope not departing from this invention technological thought, carry out various change and amendment, the technical scope of this invention is not limited to the content on manual, must determine its technical scope according to right.
Claims (1)
1. an assembling trench, comprise pea gravel concreten groove, it is characterized in that: in pea gravel concreten groove, vertically steel tube component is installed, more than one of steel tube component, laterally connecting elements is equipped with between steel tube component and pea gravel concreten groove, steel tube component has the hole passed for connecting elements, between steel tube component, crossbeam is installed between two, crossbeam is fixed on steel tube component, pea gravel concreten channel bottom connects one and strengthens base plate, strengthen the built-in flanging of base plate, flanging is detachably connected on to be strengthened on base plate, strengthen base plate to be connected by positioning stud with between pea gravel concreten groove, more than one of positioning stud, described pea gravel concreten groove lateral surface is connected with reinforcing rib, reinforcing rib is that upper and lower frame mode is connected with pea gravel concreten groove by pipeline, described reinforcing rib has the embedding ash-pit in distributing up and down from the side, described pea gravel concreten groove both sides are equipped with hardcore bed, described hardcore bed thickness is equal with pea gravel concreten groove height, described crossbeam adopts stainless steel material to make, described steel tube component adopts corrosion-resistant material to make.
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 true CN104947782A (en) | 2015-09-30 |
| CN104947782B 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 |
|---|---|
| CN104947782B (en) | 2017-02-08 |
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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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