CN2839459Y - Eight-piece adjustable column head steel shuttering - Google Patents
Eight-piece adjustable column head steel shuttering Download PDFInfo
- Publication number
- CN2839459Y CN2839459Y CN 200520200203 CN200520200203U CN2839459Y CN 2839459 Y CN2839459 Y CN 2839459Y CN 200520200203 CN200520200203 CN 200520200203 CN 200520200203 U CN200520200203 U CN 200520200203U CN 2839459 Y CN2839459 Y CN 2839459Y
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- shuttering
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Abstract
The utility model relates to an eight-piece adjustable column head steel shuttering which is encircled and synthesized into a cylinder shape by eight panels with a high-short interval arrangement. The distance between the high panel and the short panel is the height of a beam, wherein the upper part of the four high panels is provided with a flanging right-angle-shaped level wring panel; the upper part of the four short panels is provided with a flanging rectangular level wring panel; the inner edge lines of the cross sections of the eight panels all present an arc shape; a longitudinal seam between every two adjacent panels is outwards flanged with a corner edge which is provided with a bolt hole, and the corner edges are connected by screw bolts. The shuttering of the utility model can be decomposed into eight pieces, and the relative height of each piece can be adjusted to adapt to different heights of the beam; when the height of the beam is changed, the column head shuttering can be still generally used without the need of reprocessing the shuttering. The utility model has the advantages of good shaping effect on concrete, light weight for single chips, convenient and rapid construction, conveyance and correction, and solves the problem of inconvenient integral correction existing in the two-piece column head shuttering. The utility model also has the advantages that the construction speed and the construction quality can be raised and enhanced, and the manufacture cost of the shutterings can be largely lowered. The utility model can be suitable for the construction of columns of the concrete frame structure and beam joint shutterings.
Description
(1) technical field
The utility model relates to a kind of building operations steel form, particularly a kind of concrete cylindrical construction formwork.
(2) background technology
In the concrete cylindrical building operations, the junction of concrete cylindrical head and concrete beam plate is a construction Difficulties.Existing socket cap template adopts field machining wooden form or two-piece type typing punching block mostly, occurs following defective easily in construction: breakage takes place cause quality problems; Formwork erection is time-consuming; Can not adjust the relative altitude of template header, each template can only adapt to a kind of deck-molding, can not be general.When deck-molding changed, template can not wholely be proofreaied and correct, and need process template again.Cause a large amount of wastes such as mould material, formwork man-hour, increase construction costs.
(3) utility model content
The purpose of this utility model provides a kind of eight adjustable cylinder head steel forms, and solution socket cap formwork erection complexity, integral body are proofreaied and correct technical problem inconvenient and can not be general.
The technical solution of the utility model: this eight adjustable cylinder head steel forms, it is characterized in that: it encloses cylindric by eight panel one high and one low at interval, higher panel is a depth of beam with the gap of shorter panel, wherein four higher panel the higher authorities have the horizontal wing plate of flanging right angle type, four shorter panel the higher authorities have flanging rectangular horizontal wing plate, and the inner edge of eight panel cross sections is arc; Longitudinal seam between adjacent two panels has bolt hole, and is connected by bolt to the angled edge that turns up on the arm of angle.
There is back cord the outside of above-mentioned panel.
The perforate spacing of above-mentioned bolt hole is equidistantly or not equidistant.
Beneficial effect: eight adjustable cylinder head steel forms of the present utility model can be decomposed into eight, can adjust relative altitude between each sheet, adapt to different deck-moldings.When deck-molding changes, only need to adjust vertical link position of each sheet of template, template just can realize general, does not need to process again template.Eight adjustable cylinder head steel forms have also that concrete forming is effective, monolithic is in light weight, the construction carrying, proofread and correct conveniently advantage, have solved the problem that two-piece type column cap formwork integral is proofreaied and correct inconvenience, can improve speed of application and construction quality.Than existing two-piece type column cap better compliance and economy are arranged, can under the prerequisite of ensuring the quality of products, significantly reduce the input of template.Applicable to Industrial and Civil Engineering concrete frame structure cylinder and girder connection template construction.
(4) description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is a vertical view of the present utility model;
Fig. 3 is that decomposition of the present utility model launches schematic diagram;
Fig. 4 is the left view of Fig. 3;
Fig. 5 is the right view of Fig. 3;
Fig. 6 is the view that installs of the present utility model.
Among the figure: the higher panel of 1-, the shorter panel of 2-, the horizontal wing plate of 3-flanging right angle type, 4-flanging rectangular horizontal wing plate, the 5-arm of angle, 6-bolt hole, 7-bolt, 8-back cord, 9-concrete cylindrical, 10-beam forms, 11-vertical support, 12-horizontal support, eight adjustable cylinder heads of 13-steel form.
(5) specific embodiment
Embodiment is referring to Fig. 1,2,3,4,5, the structure of this eight adjustable cylinder head steel forms: it encloses cylindric by eight panel one high and one low at interval, higher panel 1 is depths of beam with the gap of shorter panel 2, wherein four higher panel the higher authorities have the horizontal wing plate 3 of flanging right angle type, four shorter panel the higher authorities have the inner edge of 4, eight panel cross sections of flanging rectangular horizontal wing plate to be arc; Longitudinal seam between adjacent two panels has bolt hole 6 to the angled edge 5 that turns up on the arm of angle, and is connected by bolt 7.For strengthening the rigidity of template, can there be back cord 8 outside of above-mentioned panel.
Panel, back cord, joint angle and the wing plate of eight chips are adjustable each sheet of socket cap steel form all adopts steel plate to make, and adopts bolt to connect between each sheet, and the specification of used steel plate and bolt is determined according to calculating according to field condition.Bolt hole is determined the perforate spacing according to on-the-spot deck-molding amplitude of variation, and the perforate spacing of bolt hole can be equidistantly or not equidistant, between each sheet by using different bolts hole to regulate the relative altitude of each sheet, thereby reach the purpose that is suitable for different deck-moldings.
Application of the present utility model is referring to Fig. 6, and the adjustable socket cap steel form 13 of eight chips is installed on the column cap position of concrete cylindrical 9, and side direction mounting rail template 10 does not need integral hoisting in place during installation, can be installed by artificial burst, and monolithic independently is proofreaied and correct, piecewise connection.Vertically with vertical support 11.Each sheet proofread and correct, connect with bolt all fastening after, the four direction symmetry adds horizontal support 12 and prevents column cap template horizontal shift.
Claims (3)
1. one kind eight adjustable cylinder head steel forms, it is characterized in that: it encloses cylindric by eight panel one high and one low at interval, higher panel is a depth of beam with the gap of shorter panel, wherein four higher panel the higher authorities have the horizontal wing plate of flanging right angle type, four shorter panel the higher authorities have flanging rectangular horizontal wing plate, and the inner edge of eight panel cross sections is arc; Longitudinal seam between adjacent two panels has bolt hole, and is connected by bolt to the angled edge that turns up on the arm of angle.
2. eight adjustable cylinder head steel forms according to claim 1, it is characterized in that: there is back cord the outside of described panel.
3. eight adjustable cylinder head steel forms according to claim 1 and 2 is characterized in that: the perforate spacing of described bolt hole is equidistantly or not equidistant.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520200203 CN2839459Y (en) | 2005-03-23 | 2005-03-23 | Eight-piece adjustable column head steel shuttering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520200203 CN2839459Y (en) | 2005-03-23 | 2005-03-23 | Eight-piece adjustable column head steel shuttering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2839459Y true CN2839459Y (en) | 2006-11-22 |
Family
ID=37427444
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520200203 Expired - Fee Related CN2839459Y (en) | 2005-03-23 | 2005-03-23 | Eight-piece adjustable column head steel shuttering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2839459Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102418419A (en) * | 2010-09-25 | 2012-04-18 | 袁海容 | Integrated forming tire die |
| CN104563495A (en) * | 2015-02-11 | 2015-04-29 | 北京天恒建设工程有限公司 | Special-shaped beam column node template and engineering template equipping method thereof |
| CN109537884A (en) * | 2018-12-25 | 2019-03-29 | 上海建工二建集团有限公司 | The construction method of precast concrete column and a section support device is poured thereafter |
-
2005
- 2005-03-23 CN CN 200520200203 patent/CN2839459Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102418419A (en) * | 2010-09-25 | 2012-04-18 | 袁海容 | Integrated forming tire die |
| CN104563495A (en) * | 2015-02-11 | 2015-04-29 | 北京天恒建设工程有限公司 | Special-shaped beam column node template and engineering template equipping method thereof |
| CN109537884A (en) * | 2018-12-25 | 2019-03-29 | 上海建工二建集团有限公司 | The construction method of precast concrete column and a section support device is poured thereafter |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20061122 Termination date: 20110323 |