CN205918114U - Super large area roofing watershed line design steel mould device - Google Patents
Super large area roofing watershed line design steel mould device Download PDFInfo
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- CN205918114U CN205918114U CN201620927088.6U CN201620927088U CN205918114U CN 205918114 U CN205918114 U CN 205918114U CN 201620927088 U CN201620927088 U CN 201620927088U CN 205918114 U CN205918114 U CN 205918114U
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- steel formwork
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Abstract
The utility model discloses a super large area roofing watershed line design steel mould device belongs to the concrete construction field, including the design steel form and with design steel form complex end steel form, design steel form middle part is vertical face, and its bottom is equipped with outside chamfer, and its top is equipped with inward chamfer, and the design steel form back is equipped with reinforcing apparatus and supports back of the body frame, and the steel form of should stereotyping all is equipped with the flange board with end steel form edge, is equipped with the bolt hole on the flange board, the design steel form passes through the bolt with the end steel form and bolt hole connection becomes a whole of taking the cavity. This steel mould device is dismantled conveniently, reduces manual removal and equipment construction process, has reduced workman intensity of labour, improves the efficiency of construction, can satisfy concrete construction's quality moreover.
Description
Technical field
This utility model belongs to concrete construction field, more particularly, to a kind of overlarge area roofing watershed line sizing punching block dress
Put.
Background technology
The usual way of overlarge area roofing watershed line is to add exhaust duct permeability cell conduct using cement expanded perlite
Divide storehouse and packing material.Because perlite water absorption rate is high, the steam in construction is difficult at short notice by exhaust duct permeability cell
Discharge, from easily causing during high temperature, drum destroys, add and rainwater in perlite sloping layer work progress, cannot be avoided to enter, water inlet is swollen
Easily block exhaust duct air-vent after swollen, substantially reduce and use function.
Conventional concrete watershed line typically carries out segmented construction using plank sheathing now.Not only need to mix in a upper sections
After the completion of solidifying soil application work, all templates are disassembled, carry out man-made assembly in next sections more afterwards, overlarge area roofing is applied
It is difficult to there is all material transhipments in a large number in man-hour, the drawback such as artificial and long construction period.
Content of the invention
Part in order to overcome the above-mentioned deficiencies of the prior art, this utility model provides a kind of overlarge area roofing watershed line fixed
Shaped steel die device, this steel die device convenient disassembly, reduce artificial unloading and assembling working procedure, reduce labor strength,
Improve efficiency of construction, and the quality of concrete construction can be met.
For achieving the above object, this utility model adopts the following technical scheme that a kind of overlarge area roofing watershed line sizing
Steel die device, the end steel formwork including set shaped steel formwork with set shaped steel formwork cooperation, is perpendicular in the middle part of described set shaped steel formwork
Face directly, its bottom is provided with outside chamfering, its top is provided with inside chamfering, the set shaped steel formwork back side is provided with bracing means and props up
Support backrest, this set shaped steel formwork and end steel formwork edge are designed with flanged plate, and flanged plate is provided with bolt hole, described sizing
Steel form and end steel formwork connect into the entirety with cavity by bolt and bolt hole.
In technique scheme, described bracing means includes reinforcing perpendicular rib and reinforces cross rib.
In technique scheme, between described support backrest, it is provided with reinforcement.
The beneficial effects of the utility model are: this device uses integral forming steel form, and rigidity is big and easy to make.Avoid
Waterproof mortar chamfering, improves the compatibility between material, can guarantee that concrete pouring quality and the angle paving of waterproof roll negative and positive
Quality, reduces artificial unloading and assembling procedure, substantially increases efficiency of construction.
Brief description
Fig. 1 is the structural representation of set shaped steel formwork of the present utility model.
Fig. 2 is the structural representation of end steel formwork of the present utility model.
Fig. 3 is use structural representation of the present utility model.
Wherein: 1. set shaped steel formwork, 2. end steel formwork, 3. back support frame, 4. flanged plate, 5. bolt hole, 6. reinforce perpendicular
Rib, 7. reinforces cross rib, 8. reinforcement.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment the utility model is described in further detail.
A kind of overlarge area roofing watershed line sizing steel die device as depicted in figs. 1 and 2, including set shaped steel formwork 1 He
With the end steel formwork 2 of set shaped steel formwork 1 cooperation, described set shaped steel formwork 1 middle part is vertical plane, and its bottom is provided with outside falling
Angle, its top is provided with inside chamfering, and set shaped steel formwork 1 back side is provided with bracing means and supports backrest 3, this set shaped steel formwork 1
It is designed with flanged plate 4 with end steel formwork 2 edge, flanged plate 4 is provided with bolt hole 5, described set shaped steel formwork 1 and termination steel
Template 2 passes through bolt and bolt hole 5 connects into the entirety with cavity.
In technique scheme, described bracing means includes reinforcing perpendicular rib 6 and reinforces cross rib 7.Perpendicular rib 6 He is reinforced in setting
Reinforcing cross rib 7 can increase the intensity of set shaped steel formwork 1.
In technique scheme, between described support backrest 3, it is provided with reinforcement 8.Setting reinforcement 8 can increase the support back of the body
The intensity of frame 3.
As shown in figure 3, when using device of the present utility model:
1st, need to make 1.5 meters, the 0.2 meter set shaped steel formworks 1 carrying chamfering according to construction, concrete mode is: in sizing
The steel flanges plate (spacing of wells is 120mm ~ 150mm) that the welding of steel panel both sides has been holed on request.
2nd, need to make end steel formwork 2 with steel flanges plate and hole according to construction, hole position requires and both sides steel form
Corresponding.
3rd, reinforcement of weld support meanss on steel form 1, first reinforcement of weld cross rib 7, then add reinforcing the welding of cross rib 7 back side
Admittedly perpendicular rib 6, finally weld and support backrest 3 and reinforcement 8, reinforce perpendicular rib 6, reinforce cross rib 7 and reinforcement 8 for No. 63 channel-section steels.
4th, by connecting bolt, set shaped steel formwork 1 is assembled into the integral mold plate of Len req；To be determined by connecting bolt
Steel form 1 and end steel formwork 2 are connected as entirety.
5th, the walking of template, after a upper sections concrete construction finishes, by the connecting bolt pine on end steel formwork 2
Open it is ensured that set shaped steel formwork 1 can move freely then can depart from set shaped steel formwork 1 mixed it is ensured that whole template is still overall
Steel form 1 is hauled out and is moved to next operation side with artificial or small-sized machine cooperation by solidifying soil afterwards again.
6th, the operation in circulation the above-mentioned 4th and the 5th.
The above, only this utility model preferably specific embodiment, but protection domain of the present utility model is not
It is confined to this, any those familiar with the art, in the technical scope that this utility model discloses, can readily occur in
Change or replacement, all should cover within protection domain of the present utility model.
Claims (3)
1. a kind of overlarge area roofing watershed line is shaped steel die device, it is characterized in that: include set shaped steel formwork and with sizing punching block
The end steel formwork of plate cooperation, is vertical plane in the middle part of described set shaped steel formwork, and its bottom is provided with outside chamfering, and its top is provided with
Inside chamfering, the set shaped steel formwork back side is provided with bracing means and supports backrest, this set shaped steel formwork and end steel formwork edge
Place is designed with flanged plate, and flanged plate is provided with bolt hole, and described set shaped steel formwork passes through bolt and bolt hole with end steel formwork
Connect into the entirety with cavity.
2. overlarge area roofing watershed line sizing steel die device according to claim 1, is characterized in that: described bracing means
Erect rib and reinforcing cross rib including reinforcing.
3. overlarge area roofing watershed line sizing steel die device according to claim 1, is characterized in that: described support backrest
Between be provided with reinforcement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620927088.6U CN205918114U (en) | 2016-08-23 | 2016-08-23 | Super large area roofing watershed line design steel mould device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620927088.6U CN205918114U (en) | 2016-08-23 | 2016-08-23 | Super large area roofing watershed line design steel mould device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205918114U true CN205918114U (en) | 2017-02-01 |
Family
ID=57870251
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620927088.6U Active CN205918114U (en) | 2016-08-23 | 2016-08-23 | Super large area roofing watershed line design steel mould device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205918114U (en) |
-
2016
- 2016-08-23 CN CN201620927088.6U patent/CN205918114U/en active Active
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |