CN103967273B - Concrete floor slab placement concrete mould plate supporting device - Google Patents
Concrete floor slab placement concrete mould plate supporting device Download PDFInfo
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- CN103967273B CN103967273B CN201410152453.6A CN201410152453A CN103967273B CN 103967273 B CN103967273 B CN 103967273B CN 201410152453 A CN201410152453 A CN 201410152453A CN 103967273 B CN103967273 B CN 103967273B
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- floor slab
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Abstract
The present invention provides a kind of concrete floor slab placement concrete mould plate supporting device, including main body steel constructed beam, template, it is characterised in that the adjustable main joist of interval rational height between two relative main body steel constructed beams, on main joist, interval arranges false keel, and template is placed on false keel.Rotating nut makes vertical screw rod move up or down, thus realizing rising or the decline of horizontal beam, again through upper cushion block and/or the lower cushion block of changing differing heights or thickness, whole main joist is finally made to be stably fixed between two steel constructed beams, meet the requirement of building of floor or floor dividing plate, and the convenient built-in fitting such as built-in line pipeline box in casting process.Crossed construction can be carried out, construct such as building wall etc., while ensureing construction quality, it is effectively improved work efficiency, accelerating construction progress, form removal, unload frame extremely convenient, quick, have that construction is convenient, crossed construction is safe and reliable, the duration is short, easy accessibility, reusable, low cost and other advantages.
Description
Technical field
The present invention relates to a kind of support arrangement, particularly a kind of concrete floor slab placement concrete mould plate supporting device, belongs to building template and props up support arrangement design and manufacturing technology field.
Background technology
When building the building of frame structure, it is necessary to casting concrete floor.Prior art is when casting concrete floor, or uses full hall scaffold, or uses profiled sheet to carry out support shuttering.When using full hall scaffold to support, do not only exist complicated construction technique, inefficiency, labor intensity is big, time-consuming take a lot of work, and after needing to wait the concrete setting after building, having maintained, form removal could unload frame, thus cannot be carried out crossed construction, have a strong impact on Construction Schedule and time limit.When using profiled sheet to support, there will be again floor pouring out-of-flatness, it is impossible to pre-embedded pipe, line box, and high cost shortcoming.It is therefore desirable to prior art is improved.
Summary of the invention
Adopt full hall scaffold or profiled sheet as supporting construction for solving existing casting concrete floor, the complex process brought, maintenance striking time length, base plate pouring out-of-flatness, being difficult to the problem such as pre-embedded pipe, line box, the present invention provides a kind of concrete floor slab placement concrete mould plate supporting device.
The present invention is completed by following technical proposal: a kind of concrete floor slab placement concrete mould plate supporting device, including main body steel constructed beam, template, it is characterized in that the adjustable main joist of interval rational height between two relative main body steel constructed beams, on main joist, interval arranges false keel, and template is placed on false keel, with by the height adjustment of main joist, what meet floor or floor dividing plate builds requirement, facilitates the built-in fitting such as built-in line pipeline box in casting process simultaneously.
Described adjustable for height main joist includes horizontal beam, it is separately positioned on the support member below horizontal beam two ends, the vertical screw rod that support member is connected below on it with nut, vertical screw rod lower end is placed in hollow pillar stand, hollow pillar stand lower end is fixed on pedestal, in order to rotating nut makes on screw rod or lower movement, thus realizing rising or the decline of support member and horizontal beam, finally making whole main joist be stably fixed between two steel constructed beams, what meet floor or floor dividing plate builds requirement.
Described horizontal beam is square beam, and the support member below square beam two ends is uncovered cell body upward, in order to square beam snaps in the groove of cell body.
Described hollow pillar stand is cylinder, the pedestal of its lower end is uncovered cell body down, in order to vertically screw rod lower end is inserted in cylinder, and makes the nut on vertical screw rod be placed on cylinder, to facilitate the fixing vertical screw rod of support on cylinder, facilitate nut rotation and lifting water flat-topped ridge simultaneously.
Described main body steel constructed beam is H profile steel.
Being respectively equipped with cushion block above described horizontal beam two ends and between H profile steel, on this, cushion block is wooden unit, in order to change the upper cushion block of differing heights or thickness as required, adjusts the distance between horizontal beam and H profile steel top, and what meet floor or floor dividing plate builds requirement.
Being provided with lower cushion block below described pedestal and between H profile steel, this lower cushion block is wooden unit, in order to change the lower cushion block of differing heights or thickness as required, adjusts the distance between horizontal beam and H profile steel bottom, and what meet floor or floor dividing plate builds requirement.
Described false keel is the lumps of wood, and template is plank sheathing, and lumps of wood interval is placed on main joist, and plank sheathing is laid on the lumps of wood, and by the fixing plank sheathing of steel nail on the lumps of wood.
The present invention has following advantages and effect: adopt such scheme, horizontal beam can be driven to move conveniently by the rotation of adjusting nut up or down, and on using, lower cushion block is by the vertical screw rod of horizontal beam and two ends thereof, undersetting is separately fixed between lower flange and the top flange of two relative main body steel constructed beams, and then realize the false keel on horizontal beam, the height adjustment of template, what meet floor or floor dividing plate builds requirement, and at concrete floor slab placement, solidification, in maintenance processes, also can carry out crossed construction, construct such as building wall etc., while ensureing construction quality, it is effectively improved work efficiency, accelerating construction progress, form removal, unload frame extremely convenient, fast, concrete floor slab placement flatness can not only be improved, also facilitate the built-in fitting such as built-in line pipeline box in casting process, there is construction convenient, crossed construction is safe and reliable, duration is short, easy accessibility, reusable, low cost and other advantages.An actually desirable concrete floor slab placement mould plate supporting device.
Accompanying drawing explanation
Fig. 1 is top view of the present invention；
Fig. 2 is the horizontal cross-section structure of Fig. 1.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is described further.
Concrete floor slab placement concrete mould plate supporting device provided by the invention, including main body steel constructed beam 1, template 4, this main body steel constructed beam 1 is H profile steel, template 4 is conventional plank sheathing, the adjustable main joist of interval rational height between two relative main body steel constructed beams 1, on main joist, interval arranges false keel 3, and template 4 is placed on false keel 3；Described adjustable for height main joist includes horizontal beam 2, it is separately positioned on the support member 6 below horizontal beam 2 two ends, the vertical screw rod 7 that support member 6 is connected below on it with nut 8, vertical screw rod 7 lower end is placed in hollow pillar stand 9, and hollow pillar stand 9 lower end is fixed on pedestal 10；Described horizontal beam 2 is square beam, and this square beam is steel square tube, and the support member 6 below square beam two ends is uncovered cell body upward, and cell body is channel-section steel, in order to square beam snaps in the groove of cell body；Described hollow pillar stand 9 is cylinder, this cylinder is round steel pipe, the pedestal 10 of its lower end is uncovered cell body down, this cell body is channel-section steel, so that vertically screw rod 7 lower end is inserted in cylinder, and make the nut 8 on vertical screw rod 7 be placed on cylinder, to facilitate the fixing vertical screw rod 7 of support on cylinder, facilitate nut 8 to rotate and lifting water flat-topped ridge 2 simultaneously；It is respectively equipped with cushion block 12 above described horizontal beam 2 two ends and between H profile steel, on this, cushion block 12 is wooden unit, to change the upper cushion block 12 of differing heights or thickness as required, adjusting the distance between horizontal beam 2 and H profile steel top, what meet floor or floor dividing plate builds requirement；Being provided with lower cushion block 11 below described pedestal 10 and between H profile steel, this lower cushion block 11 is wooden unit, in order to change the lower cushion block 11 of differing heights or thickness as required, adjusts the distance between horizontal beam 2 and H profile steel bottom, and what meet floor or floor dividing plate builds requirement；Described false keel 3 is the lumps of wood, and lumps of wood interval is placed on main joist, and plank sheathing is laid on the lumps of wood, and fixes plank sheathing on the lumps of wood by steel nail 5.
During work: rotating nut 8 makes vertical screw rod 7 move up or down, thus realizing rising or the decline of support member 6 and horizontal beam 2, simultaneously by changing upper cushion block 12 and/or the lower cushion block 11 of differing heights or thickness, whole main joist is finally made to be stably fixed between two main body steel constructed beams 1, meet the requirement of building of floor or floor dividing plate, and the convenient built-in fitting such as built-in line pipeline box in casting process.
Claims (6)
1. a concrete floor slab placement concrete mould plate supporting device, including main body steel constructed beam, template, it is characterised in that the adjustable main joist of interval rational height between two relative main body steel constructed beams, on adjustable for height main joist, interval arranges false keel, and template is placed on false keel；Described adjustable for height main joist includes horizontal beam, is separately positioned on the support member below horizontal beam two ends, the vertical screw rod that support member is connected below on it with nut, and vertical screw rod lower end is placed in hollow pillar stand, and hollow pillar stand lower end is fixed on pedestal；Described hollow pillar stand is cylinder, the pedestal of its lower end is uncovered cell body down, in order to vertically screw rod lower end is inserted in cylinder, and makes the nut on vertical screw rod be placed on cylinder, to facilitate the fixing vertical screw rod of support on cylinder, facilitate nut rotation and lifting water flat-topped ridge simultaneously.
2. concrete floor slab placement concrete mould plate supporting device according to claim 1, it is characterised in that described horizontal beam is square beam, the support member below square beam two ends is uncovered cell body upward.
3. concrete floor slab placement concrete mould plate supporting device according to claim 1, it is characterised in that described main body steel constructed beam is H profile steel.
4. concrete floor slab placement concrete mould plate supporting device according to claim 3, it is characterised in that being respectively equipped with cushion block above described horizontal beam two ends and between H profile steel, on this, cushion block is wooden unit.
5. concrete floor slab placement concrete mould plate supporting device according to claim 3, it is characterised in that being provided with lower cushion block below described pedestal and between H profile steel, this lower cushion block is wooden unit.
6. concrete floor slab placement concrete mould plate supporting device according to claim 1, it is characterised in that described false keel is the lumps of wood, and template is plank sheathing, and lumps of wood interval is placed on main joist, and plank sheathing is laid on the lumps of wood, and by the fixing plank sheathing of steel nail on the lumps of wood.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410152453.6A CN103967273B (en) | 2014-04-16 | 2014-04-16 | Concrete floor slab placement concrete mould plate supporting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410152453.6A CN103967273B (en) | 2014-04-16 | 2014-04-16 | Concrete floor slab placement concrete mould plate supporting device |
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| Publication Number | Publication Date |
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| CN103967273A CN103967273A (en) | 2014-08-06 |
| CN103967273B true CN103967273B (en) | 2016-06-29 |
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| CN201410152453.6A Active CN103967273B (en) | 2014-04-16 | 2014-04-16 | Concrete floor slab placement concrete mould plate supporting device |
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Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735625B (en) * | 2016-03-12 | 2018-03-09 | 中天建设集团有限公司 | A kind of side form support system for floor construction |
| CN106013781A (en) * | 2016-07-18 | 2016-10-12 | 广州建筑股份有限公司 | Slab supporting construction method and construction device by reversely suspending template |
| CN109027083A (en) * | 2018-07-25 | 2018-12-18 | 深圳市君盈建筑科技有限公司 | A kind of building antivibration buffer |
| CN109083399B (en) * | 2018-09-13 | 2020-06-12 | 甘肃第四建设集团有限责任公司 | Adjustable embedded type lifting support device for steel structure building |
| CN112096071A (en) * | 2020-08-11 | 2020-12-18 | 广州倬林工程技术服务有限公司 | Composite assembly type building construction method for sinking type reclaimed water plant |
| CN112459461B (en) * | 2020-12-16 | 2021-12-14 | 安徽一诺青春工业设计有限公司灵璧分公司 | Building pouring top plate convenient to assemble |
| CN113530243B (en) * | 2021-08-10 | 2022-11-11 | 山西广业建设工程有限公司 | High-earthquake-resistance quick-installation steel structure floor bearing plate concrete multilayer synchronous pouring construction method |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203905488U (en) * | 2014-04-16 | 2014-10-29 | 云南昆钢钢结构有限公司 | Concrete formwork supporting device for slab pouring |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2066130A1 (en) * | 1992-04-15 | 1993-10-16 | Peter Carmichael | Supporting adjustable rod assembly |
| JPH11182040A (en) * | 1997-12-19 | 1999-07-06 | Tokai Lath Kogyo:Kk | Concrete form for floor and ceiling |
| CN200999462Y (en) * | 2007-01-24 | 2008-01-02 | 李德怀 | Top board supporting means |
| CN202530754U (en) * | 2012-03-20 | 2012-11-14 | 叶小钗 | Floor post-cast strip template structure |
| CN103452313B (en) * | 2013-09-13 | 2015-07-08 | 江苏中南建筑产业集团有限责任公司 | Early-removing independent support strip |
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Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203905488U (en) * | 2014-04-16 | 2014-10-29 | 云南昆钢钢结构有限公司 | Concrete formwork supporting device for slab pouring |
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