CN206667747U - A kind of casting concrete flange gang form - Google Patents
A kind of casting concrete flange gang form Download PDFInfo
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- CN206667747U CN206667747U CN201720425601.6U CN201720425601U CN206667747U CN 206667747 U CN206667747 U CN 206667747U CN 201720425601 U CN201720425601 U CN 201720425601U CN 206667747 U CN206667747 U CN 206667747U
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- batten
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Abstract
A kind of casting concrete flange gang form, including the complete standard form (1) manufactured using steel or aluminium alloy used, nonstandard template (2), reinforcement template (3), internal corner formwork (4), external corner connecting piece (5), reinforcing member (6), end head formwork (7), pin (8) and its selling sheet (9).The utility model provide a kind of quick for installation, assembling flexibly, size is accurate, reinforces the gang form for casting concrete flange that convenient, spillage of material is low and can be used in turn.
Description
Technical field
The utility model belongs to the mould plate technique field of architectural engineering casting concrete flange.
Background technology
The concrete flanging poured in construction belongs to secondary structure, and job site is installed using plank sheathing more, main
Following defects be present：1. during formwork erection, largely installed using laminate and wooden a tree, used in making timber for boats, due to size disunity and not
Sizing, worker can arbitrarily cut, and cause waste of material；2. formwork erection is arbitrarily, plane and termination size do not reach and want specification
It is required that template, without fixed dimension, the flange cross section size poured out cannot be guaranteed, and influence presentation quality；3. worker
Supporting module wastes time and energy；4. concreting is vibrated not in place, quality cannot be guaranteed.5. formwork reinforcement is not tight, can cause
Quick-fried mould, concrete largely waste.Although have some units in charge of construction to use adds the U-shaped reinforcings of Zhi Muzhi in carpenter's formwork in template
Part carrys out reinforcing template, but adds the labor intensity of carpenter, and carpenter, after form removal, wooden U-shaped reinforcing member is easily damaged,
Inconvenient floor is carried.
The content of the invention
The purpose of this utility model is that solve the deficiencies in the prior art, there is provided one kind is quick for installation, assembling is flexible, size is accurate
Really, the gang form for casting concrete flange that convenient, spillage of material is low and can be used in turn is reinforced.
The purpose of this utility model is achieved through the following technical solutions：
A kind of casting concrete flange gang form, including the complete master die used manufactured using steel or aluminium alloy
Plate, nonstandard template, strengthen template, internal corner formwork, external corner connecting piece, reinforcing member, end head formwork, pin and its selling sheet；
The standard form includes enclosing the rectangular shaped rim of welding by bar steel plate, is welded on the top of rectangular shaped rim top surface
Plate, the symmetrical edge strip connecting hole being opened in rectangular shaped rim two edges facing each other；
The shape and structure of the nonstandard template is identical with standard form, and simply length is nonstandard length；
It is described strengthen template include the upward flute profile top plate of notch, be respectively welded on four angles of flute profile top board undersurface and with
The upright batten of four of the walls parallel of groove profile top plate, the batten being symmetrically opened on two blocks facing each other upright battens connection
The upright batten of hole, flute profile top plate and both sides forms U-shape structure；
The internal corner formwork includes the L-shaped batten of setting symmetrical above and below, is connected to two free ends of L-type batten up and down
The upright end plate in face, welding are covered in the panel of L-shaped batten and the outer edged surface of upright end plate；Symmetrically opened up on upper and lower L-type batten
There is L-type batten connecting hole, upright end plate connection hole is offered on upright end plate；
The external corner connecting piece is the strip connector that cross section is L-shaped, is opened up on one side wallboard of strip connector
There is wallboard connecting hole；
The reinforcing member is identical with the shape of external corner connecting piece；
The end head formwork is the flat board that both sides are machined with end head formwork connecting hole；
Adjacent forms are fixedly connected by the pin in the connecting hole for inserting adjacent forms, and the selling sheet inserts pin
Pin-and-hole in by pin fastener.
The utility model is provided with stiffener plate in the rectangular shaped rim of standard form.
The utility model is the gang form for being suitable for different flange positions, has low manufacture cost, easy to assembly quick
The advantages that.The flange shape poured as needed, different form assemblies is used in diverse location, can pour to obtain profile rule
Variously-shaped flange whole, size is accurate, pouring quality is good.It can strengthen template integral rigidity by setting up reinforcement template,
Make the concrete finished product size that pours out accurate, Forming Quality is good.The utility model template only need to the size of nonstandard template or
Quantity slightly adjusts, you can is used in turn in different engineerings, reduces material amortization charge, saves construction cost, and can reduce
Using waste material caused by plank sheathing, reach the requirement of energy-conserving and environment-protective.
Brief description of the drawings
Fig. 1 is standard form top view；
Fig. 2 is standard form front view；
Fig. 3 is standard form Section A-A figure；
Fig. 4 is standard form side view；
Fig. 5 is standard form section B-B figure；
Fig. 6 is reinforcement template top view；
Fig. 7 is reinforcement template front view；
Fig. 8 is reinforcement template side view；
Fig. 9 is internal corner formwork front view；
Figure 10 is internal corner formwork side view；
Figure 11 is end head formwork front view；
Figure 12 is external corner connecting piece schematic diagram；
Figure 13 is external corner connecting piece cross-sectional view；
Figure 14 is reinforcing member schematic diagram；
Figure 15 is pin schematic diagram；
Figure 16 is selling sheet schematic diagram；
Figure 17 is that schematic top plan view is applied in combination when this practicality is constructed；
Figure 18 is the schematic diagram that adjacent forms are connected with each other.
Embodiment
The utility model includes the complete standard form 1 used, nonstandard template 2, strengthens template 3, internal corner formwork 4, external corner
Connector 5, reinforcing member 7, end head formwork 8, pin 9 and its selling sheet 10.
As shown in Fig. 1~Fig. 5, the standard form 1 includes enclosing the rectangular shaped rim 1a of welding by bar steel plate, is welded on
The top plate 1b of rectangular shaped rim top surface, the symmetrical edge strip connecting hole 1c being opened in rectangular shaped rim two edges facing each other.In square
Stiffener plate 1d is provided with shape frame 1a.The shape and structure of the nonstandard template 2 is identical with standard form, and simply length is non-
Mark series length.
As shown in Figure 6 to 8, the template 3 of strengthening includes the upward flute profile top plate 3a of notch, is respectively welded in flute profile top
Four upright batten 3b on the angle of plate bottom surface four and with the walls parallel of groove profile top plate, symmetrically it is opened in two pieces facing each other
The upright batten 3b of batten connecting hole 3c, flute profile top plate 3a and both sides on upright batten form U-shape structure, and strengthening template has
Greater stiffness, it can guarantee that casting concrete is without swollen mould in the case of bottom is unreinforced.
As shown in Figure 9, Figure 10, the internal corner formwork 4 includes the L-shaped batten 4a of setting symmetrical above and below, is connected to
The upright end plate 4b of lower two free end faces of L-type batten, welding are covered in the panel 4c of L-shaped batten and the outer edged surface of upright end plate；
L-type batten connecting hole 4d is symmetrically offered on upper and lower L-type batten, upright end plate connection hole 4e is offered on upright end plate.
As shown in Figure 12 and Figure 13, the external corner connecting piece 5 is the strip connector that cross section is L-shaped, in strip connector
One side wallboard on offer wallboard connecting hole 5a.The reinforcing member 6 is identical with the shape of external corner connecting piece 5, as shown in figure 14,
Reinforcing member connecting hole 6a is offered on one side wallboard of reinforcing member.External corner connecting piece 5 and reinforcing member 6 can be directly with angle steel systems
Do.
As shown in figure 11, the end head formwork 7 is the flat board that both sides are machined with end head formwork connecting hole 7a.
Model sheetinstallat position is ejected with the line of ink marker before model sheetinstallat, spacer bar is set in the line of ink marker, then according to each portion
Different templates is corresponded to block-by-block assembly by position design size and shape, and use has master die as shown in figure 17, at straight flange
Plate 1, non standard template 2, corner inner side set internal corner formwork 4, and outside sets external corner connecting piece 5 by the template of two right-angle sides
Connect.End head formwork 5 is set at door opening.When size is larger, is set among two pieces of standard forms and strengthen template
3.After all model sheetinstallats are complete, reinforcing member 6 is installed., will again with pin 8 as shown in figure 15 through the connecting hole in adjacent forms
Adjacent forms connect, and are inserted pin fastener with selling sheet 9 as shown in figure 16 in the pin-and-hole of pin, as shown in figure 18.
Reinforcing member 6 is similarly connected with die head using pin, selling sheet.Pin, selling sheet can directly buy finished product.
Claims (2)
1. a kind of casting concrete flange gang form, it is characterised in that including complete use steel or the aluminium alloy system used
The standard form (1) that does, nonstandard template (2), template (3) of strengthening, internal corner formwork (4), external corner connecting piece (5), reinforcing member (6),
End head formwork (7), pin (8) and its selling sheet (9)；
The standard form (1) includes enclosing the rectangular shaped rim (1a) of welding by bar steel plate, is welded on rectangular shaped rim top surface
Top plate (1b), the symmetrical edge strip connecting hole (1c) being opened in rectangular shaped rim two edges facing each other；
The shape and structure of the nonstandard template (2) is identical with standard form, and simply length is nonstandard length；
The template (3) of strengthening includes the upward flute profile top plate (3a) of notch, is respectively welded on four angles of flute profile top board undersurface
And four upright battens (3b) with the walls parallel of groove profile top plate, symmetrically it is opened on two blocks facing each other upright battens
The upright batten (3b) of batten connecting hole (3c), flute profile top plate (3a) and both sides forms U-shape structure；
The internal corner formwork (4) includes the L-shaped batten (4a) of setting symmetrical above and below, is connected to upper and lower L-type batten two certainly
The panel (4c) of L-shaped batten and the outer edged surface of upright end plate is covered in by the upright end plate (4b) of end face, welding；In upper and lower L-type bar
L-type batten connecting hole (4d) is symmetrically offered on plate, upright end plate connection hole (4e) is offered on upright end plate；
The external corner connecting piece (5) is the strip connector that cross section is L-shaped, is offered on one side wallboard of strip connector
Wallboard connecting hole (5a)；
The reinforcing member (6) is identical with the shape of external corner connecting piece (5)；
The end head formwork (7) is the flat board that both sides are machined with end head formwork connecting hole (7a)；
Adjacent forms are fixedly connected by the pin (8) in the connecting hole for inserting adjacent forms, selling sheet (9) the insertion pin
By pin fastener in the pin-and-hole of nail.
2. a kind of casting concrete flange gang form according to claim 1, it is characterised in that in the square of standard form
Stiffener plate (1d) is provided with shape frame (1a).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720425601.6U CN206667747U (en) | 2017-04-21 | 2017-04-21 | A kind of casting concrete flange gang form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720425601.6U CN206667747U (en) | 2017-04-21 | 2017-04-21 | A kind of casting concrete flange gang form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206667747U true CN206667747U (en) | 2017-11-24 |
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ID=60375269
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720425601.6U Active CN206667747U (en) | 2017-04-21 | 2017-04-21 | A kind of casting concrete flange gang form |
Country Status (1)
| Country | Link |
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| CN (1) | CN206667747U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108716282A (en) * | 2018-07-12 | 2018-10-30 | 山东兴华建设集团有限公司 | A kind of novel combination type is returned along mould fixture |
| CN109386127A (en) * | 2018-11-01 | 2019-02-26 | 昌宜（天津）模板租赁有限公司 | A kind of aluminum alloy formwork system for building |
| CN110145118A (en) * | 2019-05-27 | 2019-08-20 | 中冶建工集团有限公司 | Wall corner mold method |
| CN110469108A (en) * | 2019-08-01 | 2019-11-19 | 上海建工七建集团有限公司 | Punching block window hole molding board and its installation method |
| CN111502267A (en) * | 2020-04-29 | 2020-08-07 | 中国建筑第八工程局有限公司 | Door and window frame wrapping column and lintel forming template system and construction method |
-
2017
- 2017-04-21 CN CN201720425601.6U patent/CN206667747U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108716282A (en) * | 2018-07-12 | 2018-10-30 | 山东兴华建设集团有限公司 | A kind of novel combination type is returned along mould fixture |
| CN109386127A (en) * | 2018-11-01 | 2019-02-26 | 昌宜（天津）模板租赁有限公司 | A kind of aluminum alloy formwork system for building |
| CN110145118A (en) * | 2019-05-27 | 2019-08-20 | 中冶建工集团有限公司 | Wall corner mold method |
| CN110469108A (en) * | 2019-08-01 | 2019-11-19 | 上海建工七建集团有限公司 | Punching block window hole molding board and its installation method |
| CN111502267A (en) * | 2020-04-29 | 2020-08-07 | 中国建筑第八工程局有限公司 | Door and window frame wrapping column and lintel forming template system and construction method |
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