CN203271145U - Diversion slot for pouring concrete in cylindrical slipform construction - Google Patents
Diversion slot for pouring concrete in cylindrical slipform construction Download PDFInfo
- Publication number
- CN203271145U CN203271145U CN 201320049404 CN201320049404U CN203271145U CN 203271145 U CN203271145 U CN 203271145U CN 201320049404 CN201320049404 CN 201320049404 CN 201320049404 U CN201320049404 U CN 201320049404U CN 203271145 U CN203271145 U CN 203271145U
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- base plate
- welded
- side edge
- bottom plate
- plate
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Abstract
The utility model relates to a diversion slot for pouring concrete in cylindrical slipform construction, belonging to auxiliary devices of slipform construction. The diversion slot is characterized by mainly comprising a slot body, a lower baffle, a front supporting leg, a rear supporting leg and handles, wherein the slot body is mainly formed by installing and welding a bottom plate and upper baffles, the bottom plate is an isosceles trapezoid plate which is small in the front end and large in the rear end, and the upper baffles are integrally formed and are perpendicularly arranged on the left side edge, the right side edge and the rear side edge of the bottom plate in a welding way to form a slot body with an opening on the front side edge. Additionally, the front supporting leg which is in a right angular n shape is perpendicularly arranged below the front end section on the bottom of the bottom plate in a welding manner and leftwards and rightwards faces to the ground, the rear supporting leg which is in a right angular n shape is perpendicularly arranged below the rear end section on the bottom of the bottom plate in a welding manner and leftwards and rightwards faces to the ground, the rear supporting leg is higher than the front supporting leg to enable the bottom plate to be an oblique plate which is low in the front and high in the rear part, the lower baffle is welded on the bottom of the front side edge of the bottom plate, the handles are respectively welded on the rear outer surfaces of the left and the right upper baffle of the slot body, the construction cost is low, and the efficiency is high.
Description
Technical field
The utility model belongs to the slding form operation servicing unit, specifically relates to a kind of cylindrical shell slding form operation guiding gutter.
Background technology
Form construction technology is adopted in the construction of silos tubular construction, has both accelerated progress, makes again the silos outward appearance more attractive in appearance, but the necessary continuous placing of concrete in slding form operation, and speed of perfusion can not be excessively slow, in order to avoid time one is long, and concrete and template firm pasting and cause the template can't be sliding.At present, in slding form operation, concrete mainly is promoted to slip form platform with delivery pump or concrete hopper, is connected material by the artificial hand go-cart, then one shovel and build to template, efficient is lower, and the slip form platform work plane is narrow, drops into manpower and trolley and puts to good use at most not smooth.Another kind method is that delivery pump pumping hole or concrete material quarrel are directly unloaded concrete in template, although can raise the efficiency, reduce artificial the input, but because the clear distance of template and reinforcing bar only has the 3cm left and right, be subjected to stopping of reinforcing bar and sliding formwork door frame, pump line mouth and hopper port are all built in alignment template, cause so many concrete to drop on outside template, produce larger waste, some cement pastes that leak outside drop on the storehouse wall of having constructed the bottom simultaneously, also affect the attractive in appearance of silos.
Summary of the invention
The purpose of this utility model is to propose a kind of cylindrical shell slding form operation concreting guiding gutter, and is not only rational in infrastructure, easy to use and reliable, and when reducing artificial input, improving efficiency of construction, reduces concrete waste, saves construction cost.
the purpose of this utility model is achieved like this: a kind of cylindrical shell slding form operation concreting guiding gutter (abbreviation guiding gutter), it is characterized in that: this guiding gutter is mainly by cell body, lower baffle plate, front leg strut, rear support leg and handle form, this cell body is mainly formed by base plate (deflector) and overhead gage assembly welding again, this base plate is the large antiparallelogram plate in rear end for front end is little, limit, left side at base plate, be welded on right edge and back side edge and put and organize the all-in-one-piece overhead gage on vertical, form the cell body of front side edge opening, in addition, be the be welded front leg strut of right angle ∩ shape of vertical underlying of left and right Xiang Di on the front end rigion of base plate bottom, be the be welded rear support leg of right angle ∩ shape of vertical underlying of left and right Xiang Di on the rear end section of base plate bottom, and at this front leg strut, cross bar is welded respectively between the straight-bar of two of the left and right of rear support leg, this rear support leg is higher than front leg strut, make base plate become low early and high after swash plate, and to be 30 ° of angles between this base plate and horizontal plane as good, the lower baffle plate of vertical underlying is welded in the bottom of base plate front side edge, the handle that is welded respectively symmetrically rectangular ∩ shape on the external rear face of the left and right of cell body overhead gage.
During use, this guiding gutter is placed on slip form platform, lower baffle plate is inserted the template inboard and fits with the template inwall, can prevent that this guiding gutter from moving because being subject to concrete impulse force outward, can prevent that again cement paste from spilling template, on the silos wall of having constructed below dropping in and affect attractive in appearance.
The cylindrical shell slding form operation concreting guiding gutter that the utility model proposes, not only rational in infrastructure simple, safe and reliable, and as long as directly be delivered to the concrete in delivery pump or hopper in guiding gutter, can flow into voluntarily in template, effectively improve concreting efficient, reduced artificial input and concrete loss.
The cylindrical shell slding form operation concreting that now in conjunction with the accompanying drawings and embodiments the utility model is proposed is described further with guiding gutter.
Description of drawings
Fig. 1 is the cylindrical shell slding form operation concreting that proposes of the utility model with the schematic perspective view of guiding gutter.
Fig. 2 is the cylindrical shell slding form operation concreting that proposes of the utility model with the use schematic diagram of guiding gutter.
In Fig. 1, Fig. 2:
1, base plate 2, overhead gage 3-1, front leg strut 3-2, rear support leg, 4. lower baffle plate 5, handle.
The specific embodiment
from Fig. 1, can find out in Fig. 2: a kind of cylindrical shell slding form operation concreting guiding gutter (abbreviation guiding gutter), it is characterized in that: this guiding gutter is mainly by cell body, lower baffle plate 4, front leg strut 3-1, rear support leg 3-2 and handle 5 form, this cell body is again mainly by base plate 1(deflector) and overhead gage 2 assembly weldings form, this base plate 1 is the large antiparallelogram plate in the little rear end of front end, limit, left side at base plate 1, be welded on right edge and back side edge and put and organize all-in-one-piece overhead gage 2 on vertical, form the cell body of front side edge opening, in addition, be the be welded front leg strut 3-1 of right angle ∩ shape of vertical underlying of left and right Xiang Di on the front end rigion of base plate 1 bottom, be the be welded rear support leg 3-2 of right angle ∩ shape of vertical underlying of left and right Xiang Di on the rear end section of base plate 1 bottom, and at this front leg strut 3-1, cross bar is welded respectively between the straight-bar of two of the left and right of rear support leg 3-2, 3-2 is higher than front leg strut 3-1 for this rear support leg, make base plate 1 become low early and high after swash plate, and to be 30 ° of angles between this base plate 1 and horizontal plane as good, the lower baffle plate 4 of vertical underlying is welded in the bottom of base plate 1 front side edge, the handle 5 that is welded respectively symmetrically rectangular ∩ shape on the external rear face of the left and right of cell body overhead gage.
During use, this guiding gutter is placed on slip form platform, lower baffle plate 4 is inserted the template inboard and fits with the template inwall, can prevent that this guiding gutter from moving because being subject to concrete impulse force outward, can prevent that again cement paste from spilling template, on the silos wall of having constructed below dropping in and affect attractive in appearance.
Claims (2)
1. cylindrical shell slding form operation concreting guiding gutter, it is characterized in that: this guiding gutter is mainly by cell body, lower baffle plate (4), front leg strut (3-1), rear support leg (3-2) and handle (5) form, this cell body is mainly formed by base plate (1) and overhead gage (2) assembly welding again, this base plate (1) is the large antiparallelogram plate in the little rear end of front end, limit, left side at base plate (1), be welded on right edge and back side edge and put and organize all-in-one-piece overhead gage (2) on vertical, form the cell body of front side edge opening, in addition, be the be welded front leg strut (3-1) of right angle ∩ shape of vertical underlying of left and right Xiang Di on the front end rigion of base plate (1) bottom, be the be welded rear support leg (3-2) of right angle ∩ shape of vertical underlying of left and right Xiang Di on the rear end section of base plate (1) bottom, and at this front leg strut (3-1), cross bar is welded respectively between the straight-bar of two of the left and right of rear support leg (3-2), this rear support leg (3-2) is than front leg strut (3-1) height, make base plate (1) become low early and high after swash plate, the lower baffle plate (4) of vertical underlying is welded in the bottom of base plate (1) front side edge, the handle (5) that is welded respectively symmetrically rectangular ∩ shape on the external rear face of the left and right of cell body overhead gage.
2. cylindrical shell slding form operation concreting guiding gutter according to claim 1, is characterized in that being between this base plate (1) and horizontal plane 30 ° of angles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320049404 CN203271145U (en) | 2013-01-30 | 2013-01-30 | Diversion slot for pouring concrete in cylindrical slipform construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320049404 CN203271145U (en) | 2013-01-30 | 2013-01-30 | Diversion slot for pouring concrete in cylindrical slipform construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203271145U true CN203271145U (en) | 2013-11-06 |
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ID=49501585
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320049404 Expired - Lifetime CN203271145U (en) | 2013-01-30 | 2013-01-30 | Diversion slot for pouring concrete in cylindrical slipform construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203271145U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103953194A (en) * | 2014-05-15 | 2014-07-30 | 中航天建设工程有限公司 | Construction method of variable section variable grade large volume concrete diversion trench |
| CN105155860A (en) * | 2015-09-16 | 2015-12-16 | 上海建工五建集团有限公司 | Shielding device for preventing concrete from polluting prefabricated wall panel during concrete pouring and tamping |
| CN106193608A (en) * | 2016-08-29 | 2016-12-07 | 中冶天工集团有限公司 | Removable concreting instrument |
-
2013
- 2013-01-30 CN CN 201320049404 patent/CN203271145U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103953194A (en) * | 2014-05-15 | 2014-07-30 | 中航天建设工程有限公司 | Construction method of variable section variable grade large volume concrete diversion trench |
| CN103953194B (en) * | 2014-05-15 | 2016-01-06 | 中航天建设工程有限公司 | A kind of variable-section variable gradient concrete in mass guiding gutter construction method |
| CN105155860A (en) * | 2015-09-16 | 2015-12-16 | 上海建工五建集团有限公司 | Shielding device for preventing concrete from polluting prefabricated wall panel during concrete pouring and tamping |
| CN105155860B (en) * | 2015-09-16 | 2018-08-24 | 上海建工五建集团有限公司 | For preventing casting and compacting of concrete from polluting the radical occlusion device of prefabricated panel |
| CN106193608A (en) * | 2016-08-29 | 2016-12-07 | 中冶天工集团有限公司 | Removable concreting instrument |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131106 |
|
| CX01 | Expiry of patent term |