CN202416854U - Table form concrete formwork device - Google Patents
Table form concrete formwork device Download PDFInfo
- Publication number
- CN202416854U CN202416854U CN2012200284739U CN201220028473U CN202416854U CN 202416854 U CN202416854 U CN 202416854U CN 2012200284739 U CN2012200284739 U CN 2012200284739U CN 201220028473 U CN201220028473 U CN 201220028473U CN 202416854 U CN202416854 U CN 202416854U
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- plate
- truss
- girder
- concrete form
- template
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Abstract
The utility model discloses a table form concrete formwork device which is low in cost, high in turnover frequency and high in production efficiency. The technical scheme is as follows: the table form concrete formwork device consists of a table formwork (1), a truss (2) and support rods (3), wherein the truss (2) is connected with aluminum flanged beams (6) through double-nut adjustment screw rods (4) and top backing pipes (5); the table formwork (1) is located on the aluminum flanged beam (6); and the support rods (3) are connected with the truss (2).
Description
Technical field
The utility model belongs to the concrete form apparatus field, especially a kind of with low cost, the turnover frequency is high, easy and simple to handle and production efficiency is a high mould concrete form apparatus.
Background technology
At present, concrete form apparatus commonly used when watering build floor, employing be to build full hall formula steel pipe scaffold; And be connected firmly as supporting with fastener, the placement beam is placed veneer again as joist it on; To reach the purpose of watering build floor; The problem that exists is that cost is high, complicated operation, and every layer build all wanted individual and carried out once mounting and dismounting, so production efficiency is low.
The utility model content
The utility model purpose provides a kind of with low cost, the turnover frequency is high, easy and simple to handle and production efficiency is a high mould concrete form apparatus.
The technical scheme of the utility model is: table mould concrete form apparatus; It is characterized in that forming by table template (1), truss (2) and support bar (3); Wherein, Truss (2) is managed (5) through double nut adjusting screw(rod) (4) and top pad and is connected with aluminium i beam (6), said template (1) be positioned at said aluminium i beam (6) above, said support bar (3) is connected with truss (2).
Said truss (2) is made up of the beam that winds up (7) lower edge beam (8); The said beam that winds up (7) lower edge beam (8) links together through the middle truss (9) that connects; In the said middle arranged outside that connects truss (9) outer tube (10) is arranged; The arranged outside of outer tube (10) has aluminum brace (11), and the beam that winds up (7) is provided with regulates leading screw sleeve pipe (20), and double nut adjusting screw(rod) (4) connects together with adjusting leading screw sleeve pipe (20).
Be provided with plate-girder groove (12) in said table template (1), the upper mould of said plate-girder groove (12) is connected with plate-girder upper end junction plate (14) through turning junction plate (13) on the plate-girder of mutual clamping; The bottom template of plate-girder groove (12) is connected with plate-girder lower end junction plate (16) through turning junction plate (15) under the plate-girder.
Support bar (3) is made up of interpolation pipe (17) and leading screw (18), and said interpolation pipe (17) and leading screw (18) connect together.
End at said aluminium i beam (6) is provided with operation platform guardrail (19).
The effect of the utility model is: table mould concrete form apparatus; Form by table template, truss and support bar; Truss 2 is managed with top pad through the double nut adjusting screw(rod) and is connected with the aluminium i beam, a template be positioned at said aluminium i beam above, support bar is connected with truss.
The utility model large form can reduce the spillage of material that filler, cover plate interface and a large amount of cutting cause.The uneven panel of different shape also can be assembled, and the table template can move in staggered pillar and vertical everywhere.The table template is 95% aluminium manufacturing, just only 30 to 35 kilograms of every square metre of gummed trestle table templates, and 150 square metres table template just can " fly ".Each big table template can disassembly and assembly again within 20 to 25 minutes, and general crane just can be moved it easily between floor.Reduced expensive installation fee, the program of disconnection and traditional hand-held phone system.
Simultaneously, the utility model can let polynary engineering construction faster, more effective.Even roustabout's operation, its intrinsic simplicity of system also can make it to swim sword freely.The table template system adopts aluminium alloys to make with extra care and forms, and is gentlier more durable.Its light and big panel can be spread out 150m rapidly
2Platform.Have following characteristics:
(1) simple possible, cost is low, and is simple to operate; (2) reuse, increase investment repayment; (3) best in quality, surface damage when reducing dismounting; (4) production efficiency improves; (5) lifting time shortens; (6) laborsaving; (7) duration shortens, and only needs once assembling.
Below in conjunction with accompanying drawing and embodiment the utility model is further specified.
Description of drawings
Fig. 1 is the structural representation of the utility model;
Fig. 2 is the structural representation of truss among Fig. 1;
Fig. 3 is the structural representation of plate-girder groove among Fig. 1.
The specific embodiment
Among Fig. 1, table mould concrete form apparatus is made up of table template 1, truss 2 and support bar 3; Wherein, Truss 2 is managed 5 through double nut adjusting screw(rod) 4 and top pad and is connected with aluminium i beam 6, a template 1 be positioned at said aluminium i beam 6 above, support bar 3 is connected with truss (2).
Truss 2 is made up of the beam 7 lower edge beams 8 that wind up; The beam 7 lower edge beams 8 that wind up connect truss 9 through the centre and link together; The arranged outside that connects truss 9 in the centre has outer tube 10; The arranged outside of outer tube 10 has aluminum brace 11, and the beam 7 that winds up is provided with regulates leading screw sleeve pipe 20, double nut adjusting screw(rod) 4 with regulate leading screw sleeve pipe 20 connect together (referring to Fig. 2).
Be provided with plate-girder groove 12 in table template 1, the upper mould of plate-girder groove 12 is connected with plate-girder upper end junction plate 14 through turning junction plate 13 on the plate-girder of mutual clamping; The bottom template of plate-girder groove 12 is connected (referring to Fig. 3) through turning junction plate 15 under the plate-girder with plate-girder lower end junction plate 16.
Support bar 3 is made up of interpolation pipe 17 and leading screw 18, and interpolation pipe 17 connects together with leading screw 18.End at aluminium i beam 6 is provided with operation platform guardrail 19.
The operating principle of the utility model is: the table template system is a kind of template system that uses the mechanization that aluminium alloy extrusions is assembled into, and only needs a bolt and nut just can assemble, convenient disassembly, and can re-assembly according to the needs of different blended clay structure.System mainly is the concreting that is used for supporting floor, and behind stripping, whole intact nothing leaps following one deck wholely and constructs.It can assemble fast, only needs four steps to get final product.
If specific (special) requirements, when running into pillar, wall, beam like laminate, with gemel or slidable panels, the header board and the top of living all can be added in the flight table template system, to satisfy whole use.
The trussing in floor deep leans on a lifting gear and a conveying arrangement just can swoon to the floor edge, then.Patent ball bearing slide design makes whole front panel only need two people just can be transported to last layer very soon, and whole template operation is simple must be just as having flown up.
Standard truss length rises for 1.2 meters, and the truss of different length makes up with connector, may extend into any length.
When running into beam, deck-molding can reach 0.5 meter, does not need any binding.When the individual layer floor height is too high, can two-tier truss merge to come the problem of implementation space insufficient height.
Claims (5)
1. table mould concrete form apparatus; It is characterized in that forming by table template (1), truss (2) and support bar (3); Wherein, Truss (2) is managed (5) through double nut adjusting screw(rod) (4) and top pad and is connected with aluminium i beam (6), said template (1) be positioned at said aluminium i beam (6) above, said support bar (3) is connected with truss (2).
2. table mould concrete form apparatus according to claim 1; It is characterized in that said truss (2) is made up of the beam that winds up (7) lower edge beam (8); The said beam that winds up (7) lower edge beam (8) links together through the middle truss (9) that connects, and in the said middle arranged outside that connects truss (9) outer tube (10) is arranged, and the arranged outside of outer tube (10) has aluminum brace (11); The beam (7) that winds up is provided with regulates leading screw sleeve pipe (20), and double nut adjusting screw(rod) (4) connects together with adjusting leading screw sleeve pipe (20).
3. table mould concrete form apparatus according to claim 1; It is characterized in that being provided with plate-girder groove (12) in said table template (1), the upper mould of said plate-girder groove (12) is connected with plate-girder upper end junction plate (14) through turning junction plate (13) on the plate-girder of mutual clamping; The bottom template of plate-girder groove (12) is connected with plate-girder lower end junction plate (16) through turning junction plate (15) under the plate-girder.
4. table according to claim 1 mould concrete form apparatus is characterized in that support bar (3) is made up of interpolation pipe (17) and leading screw (18), and said interpolation pipe (17) and leading screw (18) connect together.
5. table mould concrete form apparatus according to claim 1 is characterized in that being provided with operation platform guardrail (19) at an end of said aluminium i beam (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200284739U CN202416854U (en) | 2012-01-29 | 2012-01-29 | Table form concrete formwork device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200284739U CN202416854U (en) | 2012-01-29 | 2012-01-29 | Table form concrete formwork device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202416854U true CN202416854U (en) | 2012-09-05 |
Family
ID=46741631
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012200284739U Expired - Lifetime CN202416854U (en) | 2012-01-29 | 2012-01-29 | Table form concrete formwork device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202416854U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104328909A (en) * | 2014-10-11 | 2015-02-04 | 罗海军 | Method for erecting slab form with ribbed beam |
| CN105002983A (en) * | 2015-08-12 | 2015-10-28 | 浙江绿筑建筑系统集成有限公司 | Large-span, secondary-beam-free and high-assembly industrialized steel structure system |
| CN106245911A (en) * | 2016-08-30 | 2016-12-21 | 福州市第三建筑工程公司 | A kind of tool-type beam form coordination shelf |
| CN108756222A (en) * | 2018-07-27 | 2018-11-06 | 上海宝冶集团有限公司 | Platform system two-part construction method |
-
2012
- 2012-01-29 CN CN2012200284739U patent/CN202416854U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104328909A (en) * | 2014-10-11 | 2015-02-04 | 罗海军 | Method for erecting slab form with ribbed beam |
| CN105002983A (en) * | 2015-08-12 | 2015-10-28 | 浙江绿筑建筑系统集成有限公司 | Large-span, secondary-beam-free and high-assembly industrialized steel structure system |
| CN106245911A (en) * | 2016-08-30 | 2016-12-21 | 福州市第三建筑工程公司 | A kind of tool-type beam form coordination shelf |
| CN106245911B (en) * | 2016-08-30 | 2018-09-11 | 福州市第三建筑工程公司 | A kind of tool-type beam form coordination shelf |
| CN108756222A (en) * | 2018-07-27 | 2018-11-06 | 上海宝冶集团有限公司 | Platform system two-part construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20161009 Address after: Donghai Road 266000 Shandong city of Qingdao province No. 18 Building No. 5 1507 Patentee after: Zhang Jin Address before: 266000, Qingdao, Shandong Province, smoke Green Road, Jimo City, three Li Zhuang section, after two road Patentee before: QINGDAO ALULITE FORMS CO., LTD. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120905 |