CN103147447A - Special assembly for cable trench construction - Google Patents
Special assembly for cable trench construction Download PDFInfo
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- CN103147447A CN103147447A CN2013100949962A CN201310094996A CN103147447A CN 103147447 A CN103147447 A CN 103147447A CN 2013100949962 A CN2013100949962 A CN 2013100949962A CN 201310094996 A CN201310094996 A CN 201310094996A CN 103147447 A CN103147447 A CN 103147447A
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- steel
- cable trench
- steel mold
- steel form
- board
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Abstract
The invention relates to a special assembly for cable trench construction, and solves the problems during the process of paving a cable trench by adopting a wood mold board or a gluing mold board at present that the cable trench is unsmooth in surface, serious in grout leakage, obvious in joints and low in utilization rate. A plurality of the first connecting holes are formed in the board surface of each steel mold board along the thickness direction of the steel mold board; a plurality of second connecting holes are formed in four side walls of each steel mold board respectively; the second connecting holes in two opposite side walls are in one-to-one correspondence and are coaxially arranged; each steel mold board is vertically arranged; a plurality of steel mold boards are arranged in two lines in parallel, and two adjacent steel mold boards in each line are detachably connected through the second connecting holes in adjacent side walls; the board surfaces of the steel mold boards in two lines are arranged oppositely; and the side wall of the upper end of the steel mold boards in two lines are detachably connected through angle iron. The special assembly is used for paving the cable trench.
Description
Technical field
The present invention relates to a kind of cable trench construction personal module.
Background technology
Cable trench is the path of electric substation's inner cable lay, is the neural channel of electric substation, for convenience of lay and the maintenance of cable, simultaneously for satisfying the requirement of national grid operation up to standard, the construction quality of cable trench and important.The cable trench template type that uses at present has wooden form and glued mould.
Prove through for many years Construction practices, the shortcoming of wooden form and glued mould construction has: 1, cable trench surface irregularity, brightless, not straight; 2, in work progress, the running pulp phenomenon is serious, and seam is obvious; 3, the wooden form construction is once namely scrapped afterwards, also must use simultaneously the auxiliary material such as a large amount of iron wires, causes significant wastage.4, very easily distortion is once removed in the glued mould construction afterwards, and construction causes the phenomenons such as cable trench surface irregularity again.
Summary of the invention
The present invention exists cable trench surface irregularity, running pulp phenomenon serious for solving to adopt at present in wooden form or glued mould cable laying ditch process, the problem that seam is obvious, utilization rate is low, and then a kind of cable trench construction personal module is provided.
The present invention solves the problems of the technologies described above the technical scheme of taking to be:
A kind of cable trench construction personal module comprises a plurality of steel forms and a plurality of angle bar, each steel form is cuboid, thickness direction along steel form on the plate face of each steel form is processed with a plurality of the first connecting holes, respectively be processed with a plurality of the second connecting holes on four sidewalls of each steel form, the corresponding coaxial setting one by one of the second connecting hole on two relative sidewalls; Each steel form vertically arranges, a plurality of steel forms are arranged in order into two row settings, and two steel forms adjacent in every row removably connect by the second connecting hole on adjacent wall, and the plate face of two row steel forms is all towards setting, and the upper end sidewall of two row steel forms removably connects by angle bar.
The present invention compared with prior art has following beneficial effect: by to the regional fluid concrete between two row steel forms, thereby formation cable trench, the present invention is simple in structure, easy accessibility, can set up steel form appointed area paving on request, carries out the laying of cable trench; Be fastenedly connected between each steel form with delegation, steel form interface of the present invention is light smoothly, has effectively prevented the generation of running pulp phenomenon; Steel form is difficult for causing distortion when installing with dismounting, can reuse, and has improved utilization rate; Use the cable trench surfacing that steel form of the present invention lays straight, improved simultaneously the compactedness of cable trench, preventing from being in operation the furrow bank crack occurs repairing, and the problems such as damaged surfaces have improved the operating security reliability of cable.
Description of drawings
Fig. 1 is the front view of steel form of the present invention, Fig. 2 is the left view of Fig. 1, Fig. 3 is the sectional view of A-A face in Fig. 1, Fig. 4 is the top view of Fig. 1, Fig. 5 is the rear elevation of Fig. 1, Fig. 6 is looking assembling drawing with the master between the adjacent steel template of delegation, and Fig. 7 is the assembling drawing of overlooking between two row steel forms.
The specific embodiment
The specific embodiment one: in conjunction with Fig. 1～Fig. 7 explanation, a kind of cable trench construction personal module of present embodiment comprises a plurality of steel forms 1 and a plurality of angle bar 2, each steel form 1 is cuboid, thickness direction along steel form 1 on the plate face of each steel form 1 is processed with a plurality of the first connecting hole 1-1, respectively be processed with a plurality of the second connecting hole 1-2 on four sidewalls of each steel form 1, the corresponding coaxial setting one by one of the second connecting hole 1-2 on two relative sidewalls; Each steel form 1 vertically arranges, a plurality of steel forms 1 are arranged in order into two row settings, and two steel forms 1 adjacent in every row removably connect by the second connecting hole 1-2 on adjacent wall, the plate face of two row steel forms 1 is all towards setting, and the upper end sidewall of two row steel forms 1 removably connects by angle bar 2.
The specific embodiment two: in conjunction with Fig. 5 explanation, the length L of each steel form 1 of present embodiment is 1500mm.Other compositions and linking relationship are identical with the specific embodiment one.
The specific embodiment three: in conjunction with Fig. 5 explanation, the width W of each steel form 1 of present embodiment is 1200mm.Other compositions and linking relationship are identical with the specific embodiment one or two.
Claims (3)
1. cable trench construction personal module, it is characterized in that: described personal module comprises a plurality of steel forms (1) and a plurality of angle bar (2), each steel form (1) is cuboid, thickness direction along steel form (1) on the plate face of each steel form (1) is processed with a plurality of the first connecting holes (1-1), respectively be processed with a plurality of the second connecting holes (1-2) on four sidewalls of each steel form (1), the corresponding coaxial setting one by one of the second connecting hole (1-2) on two relative sidewalls; Each steel form (1) vertically arranges, a plurality of steel forms (1) are arranged in order into two row settings, and two steel forms (1) adjacent in every row removably connect by the second connecting hole (1-2) on adjacent wall, the plate face of two row steel forms (1) is all towards setting, and the upper end sidewall of two row steel forms (1) removably connects by angle bar (2).
2. a kind of cable trench construction personal module according to claim 1, it is characterized in that: the length (L) of each steel form (1) is 1500mm.
3. a kind of cable trench construction personal module according to claim 1 and 2, it is characterized in that: the width (W) of each steel form (1) is 1200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100949962A CN103147447A (en) | 2013-03-22 | 2013-03-22 | Special assembly for cable trench construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100949962A CN103147447A (en) | 2013-03-22 | 2013-03-22 | Special assembly for cable trench construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103147447A true CN103147447A (en) | 2013-06-12 |
Family
ID=48545740
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013100949962A Pending CN103147447A (en) | 2013-03-22 | 2013-03-22 | Special assembly for cable trench construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103147447A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104753019A (en) * | 2015-04-02 | 2015-07-01 | 新乡市方正复合材料有限公司 | Closed cable trench structure |
| CN105839647A (en) * | 2016-03-21 | 2016-08-10 | 中国冶集团有限公司 | Unit type integral steel formwork support system |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2754285A1 (en) * | 1996-10-03 | 1998-04-10 | Ktbat | Concrete wall coffering element |
| US20040007656A1 (en) * | 2002-07-12 | 2004-01-15 | George Seela | Reusable modular composite panel form system |
| CN201221197Y (en) * | 2008-05-30 | 2009-04-15 | 北京中建柏利工程技术发展有限公司 | Cold bending section bar type formwork system |
| CN102758451A (en) * | 2012-06-01 | 2012-10-31 | 湖北省输变电工程公司 | Concrete cable channel construction process |
| CN203096763U (en) * | 2013-03-22 | 2013-07-31 | 国家电网公司 | Dedicated component for cable trench construction |
-
2013
- 2013-03-22 CN CN2013100949962A patent/CN103147447A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2754285A1 (en) * | 1996-10-03 | 1998-04-10 | Ktbat | Concrete wall coffering element |
| US20040007656A1 (en) * | 2002-07-12 | 2004-01-15 | George Seela | Reusable modular composite panel form system |
| CN201221197Y (en) * | 2008-05-30 | 2009-04-15 | 北京中建柏利工程技术发展有限公司 | Cold bending section bar type formwork system |
| CN102758451A (en) * | 2012-06-01 | 2012-10-31 | 湖北省输变电工程公司 | Concrete cable channel construction process |
| CN203096763U (en) * | 2013-03-22 | 2013-07-31 | 国家电网公司 | Dedicated component for cable trench construction |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104753019A (en) * | 2015-04-02 | 2015-07-01 | 新乡市方正复合材料有限公司 | Closed cable trench structure |
| CN105839647A (en) * | 2016-03-21 | 2016-08-10 | 中国冶集团有限公司 | Unit type integral steel formwork support system |
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Legal Events
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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: 20130612 |