CN207362702U - Vase-shaped Pier Formwork - Google Patents
Vase-shaped Pier Formwork Download PDFInfo
- Publication number
- CN207362702U CN207362702U CN201720519703.4U CN201720519703U CN207362702U CN 207362702 U CN207362702 U CN 207362702U CN 201720519703 U CN201720519703 U CN 201720519703U CN 207362702 U CN207362702 U CN 207362702U
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- steel
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- reinforcing rib
- vase
- arc
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Abstract
The utility model provides a kind of vase-shaped Pier Formwork, including：Using combined type Overall Steel Formwork, panel uses 5mm steel plates；Reinforcing rib uses 8# channel steels；Purlin uses channel steel, and the model of channel steel is determined according to the sectional dimension of pier stud；Flange uses 12*80 band steels；Convenient for assembly, flange is equipped with positioning pin.It is beautiful after pier stud shaping, need to repair without substantial amounts of split bolt hole, while formwork erection is easy, it is not necessary to it is substantial amounts of to be manually used in turn, it is favourable to environmental protection, it is not necessary to waste substantial amounts of timber, realize that low-carbon is constructed.
Description
Technical field
It the utility model is related to the important equipment used in municipal administration, highway, railroad bridge engineering, suitable construction site pair
Quality requirement is higher, beautiful after concrete component formation, while needs the die plate equipment of mass production concrete component.
Background technology
In municipal administration, highway, railroad bridge engineering, combined steel formwork or wood need to be used when pouring into a mould vase-shaped pier stud concrete
Mould, using combined type wooden model, appearance is not beautiful after concrete component formation, has substantial amounts of split bolt hole to need to repair, and stands at the same time
Mould is difficult, and, it is necessary to substantial amounts of artificial, wooden model cannot be used in turn, and unfavorable to environmental protection using wooden model, while need to waste
Substantial amounts of timber.
Utility model content
Technical problem to be solved in the utility model is：Big-size formwork is assemblied to form with steel plate and shaped steel, and template can be with
It is used in turn, without to drawing screw, not wasting timber, environmental protection.
Technical solution is used by the utility model solves above-mentioned technical problem：Using combined type Overall Steel Formwork, face
Plate uses 5mm steel plates；Reinforcing rib uses 8# channel steels；Purlin uses channel steel, and the model of channel steel is determined according to the sectional dimension of pier stud；Method
Orchid uses 12*80 band steels；Convenient for assembly, flange is equipped with positioning pin.
The vase-shaped Pier Formwork lower part straightway of the utility model, the panel of combined type Overall Steel Formwork use 5mm steel plates.
Panels outside vertically welds reinforcing rib, and reinforcing rib uses 8# channel steels, spacing about 300mm.Horizontal purlin uses channel steel, pier stud section
2800mm long sides on the outside of welding 25# channel steels, welding 18# channel steels on the outside of the 1600mm short sides in pier stud section.Often save the upper of template
Lower both ends are welded with flange, and flange uses 12*80 band steels.Often section template is divided into 4 pieces in cross-sectional direction, the both ends of every piece of template
Flange is welded with, flange is equipped with positioning pin, and positioning pin uses the round steel of diameter 12mm.Horizontal purlin 25# channel steels and 18# channel steels
Between spacing be 500mm, the distance of template upper and lower ends flange and first of purlin is 200mm or 250mm.
The vase-shaped Pier Formwork top arc section of the utility model, the radius of arc section is 4700mm, and the panel of 5mm thickness is used
Veneer reeling machine is rolled into the circular arc panel of radius 4700mm, the 12# channel steels reinforcing rib in outside be also rolled into veneer reeling machine it is arc-shaped, circular arc
The 12# channel steel reinforcing ribs of shape are welded on the outside of arc-shaped panel.Triangle is welded in the outside of arc-shaped 12# channel steel reinforcing ribs
Iron, angle iron outside welding 25# channel steels or 18# channel steel purlins, ensure that 25# channel steels or 18# channel steel purlins are horizontal or vertical.Circular arc
25# channel steel purlins are used on the outside of the long side of section template, the steel plate of 12mm is welded as sealing plate and reinforcement in the aperture position of channel steel
Plate.Angle iron is welded between 25# channel steels purlin and slanting reinforcing rib 8# channel steels, ensures that 25# channel steel purlins are smooth vertical and horizontal.
Compared with prior art, the utility model has the advantage of：It is beautiful after pier stud shaping, without substantial amounts of split bolt
Hole needs to repair, while formwork erection is easy, it is not necessary to and it is substantial amounts of to be manually used in turn, it is favourable to environmental protection, it is not necessary to waste
Substantial amounts of timber, realizes that low-carbon is constructed.
Brief description of the drawings
The vase-shaped Pier Formwork lower part straightway plan of Fig. 1 the utility model.
The vase-shaped Pier Formwork lower part straightway front elevation of Fig. 1-1. the utility model.
The vase-shaped Pier Formwork lower part straightway side view of Fig. 2 the utility model.
The vase-shaped Pier Formwork top arc section plan of Fig. 3 the utility model.
The vase-shaped Pier Formwork top arc section front elevation of Fig. 3-1. the utility model.
The vase-shaped Pier Formwork top arc section side view of Fig. 4 the utility model.
Embodiment
The utility model is described in further detail below in conjunction with drawing.
Fig. 1 and Fig. 1-1 is the vase-shaped Pier Formwork lower part straightway plan of the utility model and front elevation.Combined type is whole
The panel of body steel form uses 5mm steel plates.Panels outside vertically welds reinforcing rib, and reinforcing rib uses 8# channel steels, and spacing is about
300mm.Horizontal purlin uses channel steel, welds 25# channel steels on the outside of the 2800mm long sides in pier stud section, the 1600mm in pier stud section is short
Welding 18# channel steels on the outside of side.The upper and lower ends for often saving template are welded with flange, and flange uses 12*80 band steels, to be assembled convenient,
Flange is equipped with positioning pin.Often section template is divided into 4 pieces in cross-sectional direction, and the both ends of every piece of template are welded with flange, and flange is equal
Equipped with positioning pin, positioning pin uses the round steel of diameter 12mm.Connected between every two pieces of templates using split bolt, split bolt is adopted
With the finish rolling high-strength deformed steel bar of diameter 20mm, thus it is flat in the angle steel of the both ends of horizontal purlin welding 100mm, one of angle steel
Face is vertical with the finish rolling high-strength deformed steel bar of 20mm.For the beauty of bridge pier column, it is equipped with diameter 100mm's in the corner of pier stud
Circular arc chamfering, therefore the steel facing of 5mm thickness is rolled into the circular arc chamfering of 100mm with veneer reeling machine.For the beauty of bridge pier column, in pier
The centre of column section is equipped with the groove of depth 100mm, in 8# channel steels vertical strengthening ribs and horizontal purlin 25# channel steels when template is processed
Between weld 10# channel steels.
Fig. 2 is the vase-shaped Pier Formwork lower part straightway side view of the utility model.Horizontal purlin 25# channel steels and 18# grooves
Spacing between steel is 500mm, and the distance of template upper and lower ends flange and first of purlin is 200mm or 250mm.When a section mould
When plate is highly 400mm, a=200mm, n=0；When a section form height is 500mm, a=250mm, n=0；When a section mould
When plate is highly 1000mm, a=250mm, n=1；When a section form height is 2000mm, a=250mm, n=3；When a section
When form height is 3000mm, a=250mm, n=5；When a section form height is 300mm, it is not necessary to purlin；When a section mould
When plate is highly 100mm, it is not necessary to purlin.
Fig. 3 and Fig. 3-1 is the vase-shaped Pier Formwork top arc section plan of the utility model and front elevation.Vase-shaped pier
Column template top is arc section, and the straightway of one section of straightway, this straightway sectional dimension and lower part is processed in circular arc pars infrasegmentalis
Template sectional dimension is identical, and formwork structure is identical, and the radius of arc section is 4700mm, and the panel of 5mm thickness is rolled into half with veneer reeling machine
The circular arc panel of footpath 4700mm, the 12# channel steels reinforcing rib in outside be also rolled into veneer reeling machine it is arc-shaped, arc-shaped 12# channel steels
Reinforcing rib is welded on the outside of arc-shaped panel.In the outside of arc-shaped 12# channel steel reinforcing ribs welding angle iron (A), triangle
Welding 25# channel steels or 18# channel steel purlins on the outside of iron, ensure that 25# channel steels or 18# channel steel purlins are horizontal or vertical.Every two pieces of templates
Between connected using split bolt, split bolt uses the finish rolling high-strength deformed steel bar of diameter 20mm, therefore in horizontal purlin
The angle steel of 100mm is welded at both ends, and a plane of angle steel is vertical with the finish rolling high-strength deformed steel bar of 20mm.Horizontal purlin 25# grooves
Spacing between steel and 18# channel steels is 500mm, and the distance of arc section template upper and lower ends flange and first of purlin is 250mm.
Flange uses 12*80 band steels, and to be assembled convenient, flange is equipped with positioning pin.
Fig. 4 is the vase-shaped Pier Formwork top arc section side view of the utility model.Adopted on the outside of the long side of arc section template
With 25# channel steel purlins, the steel plate of 12mm is welded as sealing plate and reinforcing plate (B) in the aperture position of channel steel.In 25# channel steel purlins
Angle iron (A) is welded between slanting reinforcing rib 8# channel steels, ensures that 25# channel steel purlins are smooth vertical and horizontal.
Pier Formwork material is all using A3 steel.
Claims (3)
- A kind of 1. vase-shaped Pier Formwork, it is characterised in that：The panel of the Overall Steel Formwork of lower part straightway uses 5mm steel plates, Panels outside vertically welds reinforcing rib, and horizontal purlin uses channel steel, and the upper and lower ends for often saving template are welded with flange, often save template It is divided into 4 pieces in cross-sectional direction, the both ends of every piece of template are welded with flange；The arc section radius of top arc section is 4700mm, The steel reinforcing rib in outside is also arc-shaped, arc-shaped channel steel reinforcing rib is welded on the outside of arc-shaped panel, arc-shaped The outside welding angle iron of reinforcing rib, angle iron outside welding purlin；Pier Formwork material is all using A3 steel.
- 2. vase-shaped Pier Formwork according to claim 1, it is characterised in that：The use of the steel form of lower part straightway 5mm steel plates, reinforcing rib use 8# channel steels, and flange uses 12*80mm band steels.
- 3. vase-shaped Pier Formwork according to claim 1, it is characterised in that：Top arc section uses 5mm thickness radiuses The circular arc panel of 4700mm, the reinforcing rib in outside use 12# channel steels.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720519703.4U CN207362702U (en) | 2017-05-12 | 2017-05-12 | Vase-shaped Pier Formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720519703.4U CN207362702U (en) | 2017-05-12 | 2017-05-12 | Vase-shaped Pier Formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207362702U true CN207362702U (en) | 2018-05-15 |
Family
ID=62424919
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720519703.4U Active CN207362702U (en) | 2017-05-12 | 2017-05-12 | Vase-shaped Pier Formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207362702U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842629A (en) * | 2018-07-16 | 2018-11-20 | 浙江交工集团股份有限公司 | A kind of hyperboloid pier shaft framework of steel reinforcement in-site installation localization method |
| CN110593104A (en) * | 2019-09-12 | 2019-12-20 | 江苏永联精筑建设集团有限公司 | Manufacturing and construction process of vase type cable tower steel formwork |
| CN111041985A (en) * | 2019-11-21 | 2020-04-21 | 江苏永联精筑建设集团有限公司 | Manufacturing and construction process of vase type cable tower steel formwork |
-
2017
- 2017-05-12 CN CN201720519703.4U patent/CN207362702U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842629A (en) * | 2018-07-16 | 2018-11-20 | 浙江交工集团股份有限公司 | A kind of hyperboloid pier shaft framework of steel reinforcement in-site installation localization method |
| CN110593104A (en) * | 2019-09-12 | 2019-12-20 | 江苏永联精筑建设集团有限公司 | Manufacturing and construction process of vase type cable tower steel formwork |
| CN111041985A (en) * | 2019-11-21 | 2020-04-21 | 江苏永联精筑建设集团有限公司 | Manufacturing and construction process of vase type cable tower steel formwork |
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