CN2065218U - Large built-up shaped steel shuttering - Google Patents
Large built-up shaped steel shuttering Download PDFInfo
- Publication number
- CN2065218U CN2065218U CN 90201809 CN90201809U CN2065218U CN 2065218 U CN2065218 U CN 2065218U CN 90201809 CN90201809 CN 90201809 CN 90201809 U CN90201809 U CN 90201809U CN 2065218 U CN2065218 U CN 2065218U
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- CN
- China
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- millimeters
- cast
- place concrete
- steel template
- concrete engineering
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Abstract
The utility model relates to a large shaping combined steel template used for cast-in-place concrete engineering. The large shapingcombined steel template used for cast-in-place concrete engineering has the advantages of a shaping small combined steel template and a large integral steel template. The large shaping combined steel template used for cast-in-place concrete engineering comprises an edge frame, a panel and a reinforcing rib, wherein, a connecting hole is arranged on the side edge of the edge frame. The large shaping combined steel template used for cast-in-place concrete engineering is characterized in that the length of the large shaping combined steel template used for cast-in-place concrete engineering is 900-2400 millimeters, the width of the large shaping combined steel template used for cast-in-place concrete engineering is 150-900 millimeters, and the thickness of the large shaping combined steel template used for cast-in-place concrete engineering is 83-85 millimeters. The thickness of the panel is 4 millimeters. The thickness of the edge frame is 6-8 millimeters. The reinforcing rib is made of light channel steel. Node plates are arranged on both ends of the reinforcing rib and four corners of the large shaping combined steel template used for cast-in-place concrete engineering. Connecting holes for connecting back edges are arranged on the node plates. Opposite through holes for connecting the large shaping combined steel templates used for cast-in-place concrete engineering are also arranged on the node plates on both ends of the reinforcing rib. The large shaping combined steel template used for cast-in-place concrete engineering has the advantages of large rigidity, flexible assembly and smooth plate surfaces. The large shaping combined steel template used for cast-in-place concrete engineering can be integrally installed and disassembled.
Description
The utility model belongs to the construction work steel form, is specially adapted to monolithic reinforced concrete structure construction wall form.
At present, in the monolithic reinforced concrete structure construction, wall form generally adopts traditional typing combination small steel templates or whole large steel moulding plate.Whole large steel moulding plate has that speed of application is fast, the smooth smooth characteristics of plate face, but versatility is not strong, uses dumb; Although and typing combination small steel templates uses flexibly, compliance is stronger, the out-of-flatness of palette face, and rigidity is relatively poor, and the disassemble and assemble work amount is big.
Existing typing combination small steel templates is made up of frame, panel, ribs, and the frame side is provided with connecting hole, and generally long 600～1500 millimeters of templates are wide 100～300 millimeters, and thick 55 millimeters, 2.3～2.75 millimeters of the thickness of panel, frame and ribs; Ribs is made with steel plate; No gusset plate in the construction, when connecting between the template relatively, needs existing beating perforation, thereby has destroyed panel, makes template can not have enough to meet the need use again.Because template size is less, when wall construction, need a large amount of small steel templates to form wall form, therefore time-consuming.
The purpose of this utility model is to improve formwork structure, and the combination small steel templates of will finalizing the design changes over the typing combined large steel model.
Typing combined large steel model of the present utility model is made up of frame, panel, ribs, on the frame side connecting hole is arranged, and it is characterized in that template size is bigger, long 900～2400 millimeters, wide 150～900 millimeters, thick 83～85 millimeters, 4 millimeters of plate thicknesses, 6～8 millimeters of seal ring thicknesses; Long limit perpendicular to template is provided with the ribs of making of thin-wall channel, and the ribs spacing is 300 millimeters; Gusset plate is located at four jiaos of ribs two ends and templates, which is provided with to connect the connecting hole that back cord is used; Be located at be useful on the gusset plate at ribs two ends connect between the relative template to perforation; Connecting hole with perforation is connected for bolt, connecting hole is an elliptical aperture.
During construction, according to required size together, tighten the connecting bolt on the frame with some template assemblies; Back cord is in place, tighten the connecting bolt of back cord and gusset plate; The monoblock formwork hoisting puts in place, tightens the connecting bolt to perforation again.
The utility model has the advantage of typing combination small steel templates and whole large steel moulding plate concurrently, and the modulus design press in its design, have combination flexibly, the plate face is smooth smooth, highly versatile can self-contained whole tearing open, constructing operation is convenient, template number of turnover characteristics how.
Below be accompanying drawing, embodiment and detailed description:
Accompanying drawing 1 is the structural representation of the utility model 600 * 1200 templates.
Accompanying drawing 2 is the vertical view of accompanying drawing 1.
1 is Form board frame among the figure, be furnished with template side direction connecting hole 2 around the frame, 3 is panel, ribs 4 is to make of the thin-wall channel that 3 millimeters steel plates are pressed into, and its spacing is 300 millimeters, and gusset plate 5 is the special-shaped angle steel that are converted into 4 millimeters steel plates, be welded in the two ends of ribs, which is provided with two that be connected with back cord, diameters is the oval slotted hole 6 of 17 * 21 millimeters of ∮, also have one be used between the relative template to boring a hole 7, diameter is 25 millimeters of ∮; Gusset plate 8 usefulness steel plates on four angles of template are made, and a connecting hole that is used to connect back cord is respectively arranged on it, and above hole is bolt and connects; Be convenient in carrying, template also is welded with four carrying handles 9 on four angles.
The specification of plate:
Template width (millimeter) 150 200 300 450 600 900
Template length (millimeter) 900 1,200 1,500 1,800 2,100 2400
Claims (3)
1, a kind of typing combined large steel model that is used for the cast-in-situ concrete engineering, comprise frame, panel, ribs, on the frame side connecting hole is arranged, it is characterized in that: template size is bigger, long 900～2400 millimeters, wide 150～900 millimeters, thick 83～85 millimeters, 4 millimeters of plate thicknesses, 6～8 millimeters of seal ring thicknesses; Long limit perpendicular to template is provided with the ribs of making of thin-wall channel; Gusset plate is located at four jiaos of ribs two ends and templates, and gusset plate is provided with and connects the connecting hole that back cord is used, be located at also be useful on the gusset plate at ribs two ends connect between the relative template to perforation.
2, typing combined large steel model according to claim 1 is characterized in that: described connecting hole with perforation be bolt be connected, connecting hole is an elliptical aperture.
3, typing combined large steel model according to claim 1 is characterized in that: described ribs spacing is 300 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 90201809 CN2065218U (en) | 1990-02-22 | 1990-02-22 | Large built-up shaped steel shuttering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 90201809 CN2065218U (en) | 1990-02-22 | 1990-02-22 | Large built-up shaped steel shuttering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2065218U true CN2065218U (en) | 1990-11-07 |
Family
ID=4883345
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 90201809 Withdrawn CN2065218U (en) | 1990-02-22 | 1990-02-22 | Large built-up shaped steel shuttering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2065218U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704673A (en) * | 2012-05-30 | 2012-10-03 | 浙江大学 | Multifunctional steel template and application thereof |
| CN103835493A (en) * | 2014-02-19 | 2014-06-04 | 杨玉喜 | Steel and aluminum combined section bar and manufacturing method of steel and aluminum combined section bar |
| CN104863350A (en) * | 2015-04-21 | 2015-08-26 | 成都佳美嘉科技有限公司 | Plastic-steel template |
| CN106284972A (en) * | 2016-07-28 | 2017-01-04 | 董超超 | A kind of building template with Non-Destructive Testing function |
-
1990
- 1990-02-22 CN CN 90201809 patent/CN2065218U/en not_active Withdrawn
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704673A (en) * | 2012-05-30 | 2012-10-03 | 浙江大学 | Multifunctional steel template and application thereof |
| CN102704673B (en) * | 2012-05-30 | 2014-12-24 | 浙江大学 | Multifunctional steel template and application thereof |
| CN103835493A (en) * | 2014-02-19 | 2014-06-04 | 杨玉喜 | Steel and aluminum combined section bar and manufacturing method of steel and aluminum combined section bar |
| CN104863350A (en) * | 2015-04-21 | 2015-08-26 | 成都佳美嘉科技有限公司 | Plastic-steel template |
| CN106284972A (en) * | 2016-07-28 | 2017-01-04 | 董超超 | A kind of building template with Non-Destructive Testing function |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C15 | Extension of patent right duration from 15 to 20 years for appl. with date before 31.12.1992 and still valid on 11.12.2001 (patent law change 1993) | ||
| RN01 | Renewal of patent term | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |