CN2150278Y - Shuttering made according to construction modulus - Google Patents
Shuttering made according to construction modulus Download PDFInfo
- Publication number
- CN2150278Y CN2150278Y CN 93206038 CN93206038U CN2150278Y CN 2150278 Y CN2150278 Y CN 2150278Y CN 93206038 CN93206038 CN 93206038 CN 93206038 U CN93206038 U CN 93206038U CN 2150278 Y CN2150278 Y CN 2150278Y
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- CN
- China
- Prior art keywords
- panel
- forming template
- utility
- model
- perpendicular rib
- 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.)
- Expired - Fee Related
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- Panels For Use In Building Construction (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a forming template, the width of which is a building module number 300 mm or the multiple of the building module number. The forming template is composed of a panel, an edge frame, vertical ribs and reinforcing plates, wherein, position opposite bolt holes are arranged on the panel, and the hole distance of the position opposite bolt holes is 300 mm or the multiple of 300 mm. The space of the vertical ribs is 300 mm. When the utility model is assembled, the specifications and the numbers of the forming template are selected according to the length of a building wall body, the edge frames of the contiguous forming template are connected by screws; then, 6-8 long channel steel and the vertical rib of each forming template are connected. Compared with the prior art, the utility model has the advantages of simple manufacture, convenient transportation, easy repair, high utilization rate, etc.
Description
The utility model modular system of construction typified form, it relates to a kind of in order to manufacture the template of body of wall.
At present, the large form of using in the cast-in-place shear wall construction has two kinds: a kind of is the large form that global design is manufactured, another kind is the combination large form, the former advantage is a degree of plainness for wall surface height after the form removal, basically need not plaster, but shortcoming is that difficulty, transportation difficulty are manufactured in processing, the patch work amount is big, utilization rate is low; The latter's advantage is a template utilization rate height, but that shortcoming is a degree of plainness for wall surface is poor, it is big to whitewash workload.
Be the weak point of avoiding above-mentioned prior art to exist, the modular system of construction typified form that the utility model provides a kind of template width to change with the 300mm construction module.
The purpose of this utility model is achieved in that the modular system of construction typified form, form by panel, frame, perpendicular rib and stiffener, panel width is the multiple of 300mm or 300mm, and the split bolt hole is arranged on the panel, and its lateral aperture distance is the multiple of 300mm or 300mm; Frame adopts angle steel, is welded on around the back side of panel, and its wing plate perpendicular to panel is provided with bolt hole; Be provided with perpendicular rib in the middle of the frame, with the panel welding, between the two perpendicular ribs and be welded with horizontal stiffener between perpendicular rib and the both sides frame, perpendicular rib adopts channel-section steel, and it is parallel on the outside wing plate of panel and has 6～8 bolts hole, and two spacings of erecting ribs are 300mm.
Description of drawings is as follows:
Fig. 1 is a modular system of construction typified form structural representation
Fig. 2 is the right side view of Fig. 1
Fig. 3 is the base upward view of Fig. 1
Fig. 4 is stiffener and panel, perpendicular rib connection diagram
Fig. 5 is a form assembly schematic diagram of the present utility model
Fig. 6 is the A contact amplification view among Fig. 5
The perpendicular rib 4-stiffener 5-split bolt hole 6 of 1-panel 2-frame 3-, 7-bolt hole among the above figure
Below in conjunction with accompanying drawing the utility model is further described: referring to Fig. 1～Fig. 4, the modular system of construction typified form, it is made up of panel (1), frame (2), perpendicular rib (3) and stiffener (4), the width of panel (1) is the multiple of 300mm or 300mm, as 600mm, 900mm, 1200mm and 1500mm etc.Be welded with frame (2) around the back side of panel (1), it adopts angle steel, has equidistant bolt hole (6) on its wing plate perpendicular to panel.Be welded with perpendicular rib (3) on the panel in the middle of the frame (2), between perpendicular rib and the side frame and be provided with horizontal stiffener (4) between perpendicular rib and the perpendicular rib, the spacing of two perpendicular ribs is 300mm, and perpendicular rib adopts channel-section steel, and its outside wing plate that is parallel to panel (1) is provided with 6～8 bolts hole (7).Split bolt hole (5) is arranged on the panel (1), horizontal range between its center to template edge and the center, two split bolt holes is the multiple of 300mm or 300mm, the quantity in split bolt hole (5) is pressed the width setting of typified form, establish two row as the wide template of 1500mm, 3～4 split bolt holes of every row, the wide template of 600～1200mm is established delegation split bolt hole, and the wide template of 300mm is not established the split bolt hole.
Referring to Fig. 5 and Fig. 6, during combination, earlier according to the body of wall length in the architectural plan, select needed typified form specification and quantity, generally use the large size template as far as possible, the length of deficiency is with small size template adjustment, as 1500mm+300mm+1500mm, connect with the frame (2) of screw with adjacent two typified forms, with screw 6～8 channel-section steels are connected with the perpendicular rib (3) of polylith typified form then, channel-section steel length is shorter slightly than the typified form total length of combination.
The utility model compared with prior art has the following advantages: manufacture technology is simple, convenient transportation, be easy to repair, the utilization rate height, form removal back wall flatness is good.
Claims (4)
1, a kind of modular system of construction typified form, it is made up of panel, frame and ribs, the width that it is characterized in that panel (1) is the multiple of 300mm or 300mm, be provided with horizontal stiffener (4) between both sides frame (2) and the perpendicular rib (3) and between perpendicular rib and the perpendicular rib, panel (1) is provided with split bolt hole (5).
2, modular system of construction typified form according to claim 1 is characterized in that the horizontal range between center, split bolt hole (5) to template edge and the center, two split bolt holes (5) is the multiple of 300mm or 300mm.
3, modular system of construction typified form according to claim 1 is characterized in that frame (2) adopts angle steel, and its wing plate perpendicular to panel (1) is provided with bolt hole (6).
4, modular system of construction typified form according to claim 1 is characterized in that perpendicular rib (3) adopts channel-section steel, and its outside wing plate that is parallel to panel (1) is provided with 6～8 bolts hole (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 93206038 CN2150278Y (en) | 1993-03-18 | 1993-03-18 | Shuttering made according to construction modulus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 93206038 CN2150278Y (en) | 1993-03-18 | 1993-03-18 | Shuttering made according to construction modulus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2150278Y true CN2150278Y (en) | 1993-12-22 |
Family
ID=33789144
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 93206038 Expired - Fee Related CN2150278Y (en) | 1993-03-18 | 1993-03-18 | Shuttering made according to construction modulus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2150278Y (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101886467A (en) * | 2010-07-09 | 2010-11-17 | 青岛新华友建工集团股份有限公司 | Quick-dismounting molding wooden plywood wallboard system |
| CN102168488A (en) * | 2010-04-23 | 2011-08-31 | 吴方伯 | Floor slab formwork for building |
| CN102199946A (en) * | 2010-04-23 | 2011-09-28 | 吴方伯 | Constructional shear wall template |
| CN102733594A (en) * | 2012-07-12 | 2012-10-17 | 汉晋德 | Template, back column and template assembly |
| CN103132688A (en) * | 2011-11-24 | 2013-06-05 | 上海建工五建集团有限公司 | Composite sizing steel frame large panel framework |
| CN103422666A (en) * | 2012-05-15 | 2013-12-04 | 宋永胜 | Steel keel for erecting forms of walls, beams and columns |
| CN103470034A (en) * | 2013-09-29 | 2013-12-25 | 李德福 | Supplementary template group of quickly dismounted plastic template and determination method thereof |
| CN105220873A (en) * | 2015-11-02 | 2016-01-06 | 中国建筑股份有限公司 | Insert-type section type material and unit template structure thereof in a kind of aluminum alloy mould plate |
| CN109555310A (en) * | 2018-12-24 | 2019-04-02 | 上海建工二建集团有限公司 | Integral formwork of wall column and construction method thereof |
-
1993
- 1993-03-18 CN CN 93206038 patent/CN2150278Y/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102168488A (en) * | 2010-04-23 | 2011-08-31 | 吴方伯 | Floor slab formwork for building |
| CN102199946A (en) * | 2010-04-23 | 2011-09-28 | 吴方伯 | Constructional shear wall template |
| CN101886467A (en) * | 2010-07-09 | 2010-11-17 | 青岛新华友建工集团股份有限公司 | Quick-dismounting molding wooden plywood wallboard system |
| CN103132688A (en) * | 2011-11-24 | 2013-06-05 | 上海建工五建集团有限公司 | Composite sizing steel frame large panel framework |
| CN103132688B (en) * | 2011-11-24 | 2015-08-12 | 上海建工五建集团有限公司 | A kind of composite setting steel framework large form |
| CN103422666A (en) * | 2012-05-15 | 2013-12-04 | 宋永胜 | Steel keel for erecting forms of walls, beams and columns |
| CN102733594A (en) * | 2012-07-12 | 2012-10-17 | 汉晋德 | Template, back column and template assembly |
| CN102733594B (en) * | 2012-07-12 | 2015-07-15 | 汉晋德 | Template, back column and template assembly |
| CN103470034A (en) * | 2013-09-29 | 2013-12-25 | 李德福 | Supplementary template group of quickly dismounted plastic template and determination method thereof |
| CN105220873A (en) * | 2015-11-02 | 2016-01-06 | 中国建筑股份有限公司 | Insert-type section type material and unit template structure thereof in a kind of aluminum alloy mould plate |
| CN109555310A (en) * | 2018-12-24 | 2019-04-02 | 上海建工二建集团有限公司 | Integral formwork of wall column and construction method thereof |
| CN109555310B (en) * | 2018-12-24 | 2024-01-02 | 上海建工二建集团有限公司 | Integral template of wall column and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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 |