CN101769070A - Simple steel frame plywood formwork and assembling method thereof - Google Patents
Simple steel frame plywood formwork and assembling method thereof Download PDFInfo
- Publication number
- CN101769070A CN101769070A CN200910215994A CN200910215994A CN101769070A CN 101769070 A CN101769070 A CN 101769070A CN 200910215994 A CN200910215994 A CN 200910215994A CN 200910215994 A CN200910215994 A CN 200910215994A CN 101769070 A CN101769070 A CN 101769070A
- Authority
- CN
- China
- Prior art keywords
- frame
- panel
- plywood
- steel frame
- steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a simple steel frame plywood formwork, which comprises borders and a panel fixedly connected with the frame, and is characterized in that the border is steel border, and the panel is a plywood panel; the top and the bottom of the outer side of the plywood panel are respectively connected with transverse ribs between the two borders, and a vertical rib is arranged between the top and the bottom of the outer side of the plywood panel positioned on a border; and preformed holes are arranged on the steel borders, and split bolt holes are arranged on the plywood panel. The invention also discloses an assembling method of the formwork. The formwork of the invention has light weight, high strength and convenient disassembly.
Description
Technical field
The present invention relates to a kind of simple steel frame plywood formwork, relate in particular to the assembling method of this simple steel frame plywood formwork.Belong to technical field of buildings.
Background technology
Prior art diffusing assembly plywood form or the steel forms of adopting carry out the concrete wall formwork erection more, but inconvenience is adorned, torn open to the steel form Heavy Weight, needs to be equipped with plant equipment, increased the cost and the input of engineering.Plywood form (as wooden form) is though in light weight, easy to use, and the construction technology amount of labour used is many, and spillage of material is big, causes waste easily, and in the form removal process, the loss of template periphery is bigger.
Existing template all is difficult to overcome above-mentioned technical problem, under China's timber resources situation in short supply, if can improve the access times of plywood form, not increasing the strength of materials that strengthens plywood form under the very heavy weight situation, then be a kind of good solution again.
Summary of the invention
At the deficiency of prior art, technical problem to be solved by this invention is, the assembling method of a kind of simple steel frame plywood formwork and this template is provided, and makes template quality light, the intensity height, and be convenient to dismounting.
For solving the problems of the technologies described above, the present invention adopts following technical scheme: a kind of simple steel frame plywood formwork comprises frame and is fixedly connected on panel on the frame; Described frame is the steel frame, and panel is a plywood panel; Top and bottom in the plywood panel outside is provided with respectively and is connected two cross ribs between the frame, between the top and bottom in the outside of the plywood panel on the frame perpendicular rib is being set; Described steel frame is provided with preformed hole, and plywood panel is provided with the split bolt hole.
Described simple steel frame plywood formwork, its panel links to each other with perpendicular rib with cross rib by countersunk head screw or pulling rivet.
Described simple steel frame plywood formwork, its frame is connected with panel by self-tapping screw.
Described frame is a hot-rolled angle steel.
A kind of simple steel frame plywood formwork assembling method comprises following content:
(1) presses standard configuration template;
(2) plywood panel is cut into the different size specification, with self-tapping screw plywood panel is connected with the steel frame at last, on angle steel, stay and establish preformed hole;
(3) every template is placed in the relevant position, adjacent forms is fixed together with the U-shaped card;
(4) be fixed with flitch, steel pipe, split bolt, promptly finish template and install.
Simple steel frame plywood formwork of the present invention, have light weight, easy-to-mount characteristics, wall form install effectively solved in the process with the clean steel template quality heavier not easy to assemble, with the on-the-spot arbitrarily wasting difficult problem of cutting material of wooden form, and can improve workmanship and programming and reduce construction cost.Steel frame plywood adopts the steel frame, can effectively protect wood plywood, and it is impaired to prevent that veneer from colliding with, and has reduced the nail consumption, has improved the turnover rate of template, has reduced cost, and economy is good.Highrise building is more and more now, uses this template assembly and installs, and will produce good economic benefit and social benefit.
Description of drawings
The present invention is described in more detail below in conjunction with accompanying drawing and embodiment.
Fig. 1 is the positive elevational schematic view of simple steel frame plywood formwork embodiment of the present invention;
Fig. 2 is the I-I sectional drawing of simple steel frame plywood formwork embodiment of the present invention;
Fig. 3 is the schematic diagram after the template assembly of simple steel frame plywood formwork embodiment of the present invention is finished.
The specific embodiment
A kind of simple steel frame plywood formwork comprises frame 1 and is fixedly connected on panel 2 on the frame 1; Its frame 1 is the hot-rolled angle steel frame, and panel 2 is a plywood panel; Top and bottom in plywood panel 2 outsides is provided with respectively and is connected two cross ribs 7 between the frame 1, and perpendicular rib 8 is being set between the top and bottom in the outside of the plywood panel on the frame 1; Described steel frame is provided with preformed hole, and plywood panel is provided with split bolt hole 3.Panel 2 links to each other with perpendicular rib with cross rib by countersunk head screw.Its frame 1 is connected with panel 2 by self-tapping screw 9.
The assembling method of above-mentioned simple steel frame plywood formwork is at first determined template classification, configuration quantity by drawing, presses standard configuration template; Again panel 2 is cut into the different size specification, panel 2 is connected with frame 1 with self-tapping screw 9, on frame 1, stay establish preformed hole so that with being connected of adjacent panels; Then every template is placed in the relevant position, adjacent forms is fixed together, be fixed, promptly finish template and install with flitch 4, steel pipe 5, split bolt 6 with the U-shaped card.
During actual the use, comprise the following steps: at first configuration standard template substantially, carry out template assembly, fasten with U-shaped again, wear the split bolt fixed form, fluid concrete then, form removal reuses finishing after.
Claims (5)
1. simple steel frame plywood formwork comprises frame and is fixedly connected on panel on the frame; It is characterized in that: described frame is the steel frame, and panel is a plywood panel; Top and bottom in the plywood panel outside is provided with respectively and is connected two cross ribs between the frame, between the top and bottom in the outside of the plywood panel on the frame perpendicular rib is being set; Described steel frame is provided with preformed hole, and plywood panel is provided with the split bolt hole.
2. simple steel frame plywood formwork according to claim 1 is characterized in that: its panel links to each other with perpendicular rib with cross rib by countersunk head screw or pulling rivet.
3. simple steel frame plywood formwork according to claim 2 is characterized in that: its frame is connected with panel by self-tapping screw.
4. simple steel frame plywood formwork according to claim 3 is characterized in that: described frame is a hot-rolled angle steel.
5. the assembling method of each described simple steel frame plywood formwork of claim 1 to 4 comprises following content:
(1) presses standard configuration template;
(2) plywood panel is cut into the different size specification, with self-tapping screw plywood panel is connected with the steel frame at last, on angle steel, stay and establish preformed hole;
(3) every template is placed in the relevant position, adjacent forms is fixed together with the U-shaped card;
(4) be fixed with flitch, steel pipe, split bolt, promptly finish template and install.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200910215994A CN101769070A (en) | 2009-12-31 | 2009-12-31 | Simple steel frame plywood formwork and assembling method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200910215994A CN101769070A (en) | 2009-12-31 | 2009-12-31 | Simple steel frame plywood formwork and assembling method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101769070A true CN101769070A (en) | 2010-07-07 |
Family
ID=42502153
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200910215994A Pending CN101769070A (en) | 2009-12-31 | 2009-12-31 | Simple steel frame plywood formwork and assembling method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101769070A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101994390A (en) * | 2010-11-10 | 2011-03-30 | 常州第一建筑集团有限公司 | Template unit for cast-in-place concrete wall and construction method thereof |
| CN102031865A (en) * | 2010-12-03 | 2011-04-27 | 蓟县新兴模板技术服务部 | Steel frame template and assembly method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2044627U (en) * | 1988-05-26 | 1989-09-20 | 汕头经济特区三联建筑模板有限公司 | Steel-wood combined model board |
| CN2056928U (en) * | 1989-06-19 | 1990-05-09 | 中国建筑技术发展中心 | Veneer board formwork with steel frame |
| CN2181539Y (en) * | 1993-08-18 | 1994-11-02 | 冶金工业部建筑研究总院 | Self-bearing steel frame compound shuttering |
| JPH08218624A (en) * | 1995-02-10 | 1996-08-27 | Bungen Ri | Form for construction |
-
2009
- 2009-12-31 CN CN200910215994A patent/CN101769070A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2044627U (en) * | 1988-05-26 | 1989-09-20 | 汕头经济特区三联建筑模板有限公司 | Steel-wood combined model board |
| CN2056928U (en) * | 1989-06-19 | 1990-05-09 | 中国建筑技术发展中心 | Veneer board formwork with steel frame |
| CN2181539Y (en) * | 1993-08-18 | 1994-11-02 | 冶金工业部建筑研究总院 | Self-bearing steel frame compound shuttering |
| JPH08218624A (en) * | 1995-02-10 | 1996-08-27 | Bungen Ri | Form for construction |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101994390A (en) * | 2010-11-10 | 2011-03-30 | 常州第一建筑集团有限公司 | Template unit for cast-in-place concrete wall and construction method thereof |
| CN102031865A (en) * | 2010-12-03 | 2011-04-27 | 蓟县新兴模板技术服务部 | Steel frame template and assembly method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201972286U (en) | Combined wood floor cover | |
| CN204370649U (en) | A kind of steel bar truss floor support plate and bed die fastener thereof | |
| CN202416184U (en) | Construction device for formwork for longitudinal wet joint of box girder | |
| CN108643558A (en) | The type steel bar truss floor support plate and construction method of the detachable end template of welded type | |
| CN202144665U (en) | Regeneration building mould plate | |
| CN208502239U (en) | The type steel bar truss floor support plate of the detachable end template of welded type | |
| CN101769070A (en) | Simple steel frame plywood formwork and assembling method thereof | |
| CN101089329B (en) | Assemblied polyvinyl chloride building engineering shuttering | |
| CN204001702U (en) | A kind of J-shaped wall plastic formwork | |
| CN204040457U (en) | Wood frame plastic formwork system | |
| CN202936919U (en) | Fabricated steel bar truss deck | |
| CN202866270U (en) | Steel wood lump | |
| CN206707327U (en) | Timber structure beam column Tenon joint reinforcing structure | |
| CN204040266U (en) | Two snap-fitted formula floor support plate | |
| CN203213578U (en) | Aluminum alloy connecting template provided with single sloping side | |
| CN205875691U (en) | Join in marriage module system all based on recess formula quarter bend | |
| CN202850486U (en) | Aluminum-wood combined beam stressed template system | |
| CN101864834B (en) | Construction method of wall wood formers adopting steel pipes as back edges | |
| CN203129597U (en) | Connection structure of building wood formworks | |
| CN202627485U (en) | Aluminum-alloy-framed building formwork | |
| CN205296824U (en) | Steel wood combination H -beam | |
| CN215054420U (en) | Connecting piece of steel bar truss and floor support plate bottom template | |
| CN210713807U (en) | Deformation joint outer wall construction setting device | |
| CN104533076B (en) | A kind of segmented keel for supporting | |
| CN103669569B (en) | Combined hidden beam of pre-buried profile steel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20100707 |