CN205088634U - Berme ditch typical forms - Google Patents
Berme ditch typical forms Download PDFInfo
- Publication number
- CN205088634U CN205088634U CN201520649388.8U CN201520649388U CN205088634U CN 205088634 U CN205088634 U CN 205088634U CN 201520649388 U CN201520649388 U CN 201520649388U CN 205088634 U CN205088634 U CN 205088634U
- Authority
- CN
- China
- Prior art keywords
- template
- berme
- ditch
- typified form
- outside
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model relates to a berme ditch typical forms, both sides set up the template inside and outside side slope concrete catch water drain, and the mouth sets up the longitudinal rod and links to each other with the template about the interior outside, and the vertical pole is fixed by the montant, wholly adopts upper portion horizontal pole and diagonal brace fixed, adopts the iron nail to connect between each member. The utility model discloses easily equipment, stable good can be controlled according to the catch water drain size completely, and appearance quality is good, has also reduced the waste of concrete extra -fill, has reduced construction cost. The utility model discloses remove the convenience, the reuse number is high.
Description
Technical field
The utility model belongs to Hydraulic and Hydro-Power Engineering, highway engineering technical field, is specifically related to a kind of side slope concrete catchwater typified form.
Background technology
At present, there is a large amount of slope excavations in Hydraulic and Hydro-Power Engineering, highway engineering, generally trapezoidal or rectangle catchwater is set outside side slope aperture lines, this catchwater average physique is less, traditional construction method is that after adopting backhoe excavation, medial branch mounted split pattern carries out concreting, exist like this template not easily fixing, build is wayward, outside extra-fill concrete work amount is comparatively large, and speed of application is comparatively slow, construction cost is high.
Summary of the invention
The purpose of this utility model overcomes traditional inner side only to prop up vertical mounted split pattern, not easily fixing, build is wayward, outside extra-fill concrete work amount is large and speed of application is slow, cost is high drawback, and provide that a kind of build is easy to control, stable, side slope concrete catchwater typified form easily.
The technical solution of the utility model is: side slope concrete catchwater typified form be: inside and outside side slope concrete catchwater, both sides arrange template, interior outside upper and lower opening arranges longitudinal rod and is connected with template, vertical pole is fixed by montant, overall upper cross bar and the hound of adopting is fixed, and adopts iron nail to connect between each rod member.
Described template adopts surface forming good Visa template.
The described vertical pole be connected with inner side template there is inboard rail.
Catchwater typified form of the present utility model, can one-sided moves integrally after only removing inboard rail and upper cross bar during dismounting, can overall reuse, and be easy to assembling, good stability, build easy to control, concrete extra-fill is few, reduces construction cost.And form removal is simple and easy, recycling number of times is high, adopts Visa plate apparent mass good.
Accompanying drawing explanation
Fig. 1 is the horizontal structural representation of catchwater typified form of the present utility model (profile).
In figure: 1 is catchwater, 2 is Visa, inner side template, and 3 is Visa, outside template, and 4 is outside vertical pole, and 5 is inner side vertical pole, and 6 is outside vertical, and 7 is inner side montant, and 8 is inboard rail, and 9 is upper cross bar, and 10 is hound.
Detailed description of the invention
As shown in Figure 1, side slope concrete catchwater typified form of the present utility model is that both sides arrange template 2,3 inside and outside side slope concrete catchwater 1, template adopts surface forming good Visa template, interior outside upper and lower opening arranges longitudinal rod 4,5 and is connected with template, vertical pole is fixed by montant 6,7, overall upper cross bar 9 and the hound 10 of adopting is fixed, and adopts iron nail to connect between each rod member.The described vertical pole 5 be connected with inner side template there is inboard rail 8.
During construction, first according to Visa, catchwater outer inside dimensions processing inner side template 2 and Visa, outside template 3, the vertical pole 4,5 processed is connected with template, be connected with vertical pole 4,5 respectively with inner side montant 7 according to outside dimensioned outside vertical 6 in catchwater again, inboard rail 8, upper cross bar 9 and hound 10 are finally installed again.Rod member cross section is 3cm × 5cm, and length is determined according to catchwater size.Rod member and template and all adopt iron nail to fix between rod member and rod member, arranging of outside vertical 6, inner side montant 7, inner cross bar 8, upper cross bar 9 and hound 10 controls to be advisable at 2m along catchwater longitudinal pitch.First remove upper cross bar 9 and inner cross bar 8 during dismounting, then can one-sidedly move integrally, recycling.
Claims (5)
1. a berme ditch typified form, it is characterized in that: inside and outside side slope concrete catchwater, both sides arrange template, interior outside upper and lower opening arranges longitudinal rod and is connected with template, and vertical pole is fixed by montant, overall upper cross bar and the hound of adopting is fixed, and adopts iron nail to connect between each rod member.
2. berme ditch typified form according to claim 1, is characterized in that: template adopts surface forming good Visa template.
3. berme ditch typified form according to claim 1, is characterized in that: the described vertical pole be connected with template has inboard rail.
4. berme ditch typified form according to claim 1, is characterized in that: described bar cross section size is 3cm × 5cm.
5. berme ditch typified form according to claim 1, is characterized in that: arranging of outside vertical, inner side montant, inner cross bar, upper cross bar and hound controls at 2m along catchwater longitudinal pitch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520649388.8U CN205088634U (en) | 2015-05-20 | 2015-08-26 | Berme ditch typical forms |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520327171 | 2015-05-20 | ||
| CN2015203271715 | 2015-05-20 | ||
| CN201520649388.8U CN205088634U (en) | 2015-05-20 | 2015-08-26 | Berme ditch typical forms |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205088634U true CN205088634U (en) | 2016-03-16 |
Family
ID=55479336
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520649388.8U Expired - Fee Related CN205088634U (en) | 2015-05-20 | 2015-08-26 | Berme ditch typical forms |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205088634U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894351A (en) * | 2017-02-17 | 2017-06-27 | 中国水利水电第十四工程局有限公司 | A kind of method of steel plastic formwork, mould and cast-in-place tunnel Bilge |
| CN113737616A (en) * | 2021-10-13 | 2021-12-03 | 济南黄河路桥建设集团有限公司 | Side mold, mold frame for preparing side mold and asphalt pavement construction method |
-
2015
- 2015-08-26 CN CN201520649388.8U patent/CN205088634U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894351A (en) * | 2017-02-17 | 2017-06-27 | 中国水利水电第十四工程局有限公司 | A kind of method of steel plastic formwork, mould and cast-in-place tunnel Bilge |
| CN113737616A (en) * | 2021-10-13 | 2021-12-03 | 济南黄河路桥建设集团有限公司 | Side mold, mold frame for preparing side mold and asphalt pavement construction method |
| CN113737616B (en) * | 2021-10-13 | 2022-12-02 | 济南黄河路桥建设集团有限公司 | Asphalt pavement construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202441391U (en) | End template device for mounting waterstop in tunnel secondary lining concrete | |
| CN102505696B (en) | Support system of rear support removing type section steel-concrete double-enclosing-purlin foundation pit and construction method | |
| CN203022024U (en) | Integrally-movable formwork for pipe gallery cast-in-situ construction | |
| CN102966121A (en) | Integrally movable mould frame for pipe rack cast-in-site construction | |
| CN103195450A (en) | Hydraulic tunnel inverted arch operation trolley and inverted arch construction method | |
| CN204098486U (en) | The concrete of building basement roof ater-casting hangs mould | |
| CN205088634U (en) | Berme ditch typical forms | |
| CN104594389A (en) | Post-cast strip external wall plugging structure with elastic water stoppers | |
| CN205188936U (en) | Novel manual work of combination formula is dug hole rectangle friction pile and is protected concrete wall | |
| CN204212180U (en) | A kind of reinforcing cage for basement plugging dewatering well | |
| CN203769849U (en) | Portable mine filling barricade | |
| CN102995613B (en) | Connection method and structure for casting wall body and plate girder of powerhouse of hydropower station by stages | |
| CN205976447U (en) | Scaffold frame of connecting with straight screw sleeve links wall spare | |
| CN206359897U (en) | A kind of radial type steel core form unit | |
| CN205206055U (en) | Basement outer wall post -cast strip thickening anti -seepage waterstop structure | |
| CN212426954U (en) | Quick forming device of wave wall concrete | |
| CN203947419U (en) | A kind of high-speed railway bridge pinner template | |
| CN103437305B (en) | A kind of city rail underground cable solid concrete roabed Central drain template | |
| CN111365033A (en) | Rapid lining method and template for tunnel-shaped tunnel of city portal | |
| CN211646240U (en) | Anti-impact tooth wall regularization template | |
| CN204382476U (en) | Mechanization rigging | |
| CN211948214U (en) | Concrete panel regularization template | |
| CN206186053U (en) | Arch prefabricated mould | |
| CN204646265U (en) | A kind of tunnel lining trolley truss type formwork stiffener assembly | |
| CN107304566B (en) | A kind of detachable soil nailing wall board structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160316 Termination date: 20210826 |