CN103967273A - Concrete formwork supporting device for floor slab concreting - Google Patents
Concrete formwork supporting device for floor slab concreting Download PDFInfo
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- CN103967273A CN103967273A CN201410152453.6A CN201410152453A CN103967273A CN 103967273 A CN103967273 A CN 103967273A CN 201410152453 A CN201410152453 A CN 201410152453A CN 103967273 A CN103967273 A CN 103967273A
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Abstract
The invention provides a concrete formwork supporting device for floor slab concreting. The device comprises main steel-structure beams and a formwork and is characterized in that height adjustable key keels are arranged between the two opposite main steel-structure beams at intervals, auxiliary keels are arranged on the key keels at intervals, and the formwork is placed on the auxiliary keels; a vertical bolt is made to move upwards or downwards by rotating a nut, so that rising or descending of a horizontal beam is realized, the whole key keels are finally made to be stably fixed between the two steel-structure beams by replacing upper cushion blocks and/or lower cushion blocks in different heights or thicknesses, floor slab or floor clapboard concreting requirements are met, and embedding of embedded parts such as cable tubes or cable boxes is facilitated during concreting. According to the device, cross construction such as wall construction can be conducted, working efficiency is improved effectively while construction quality is guaranteed, construction progress is accelerated, and form removal and frame unloading are extremely convenient and fast. The device has the advantages of being capable of making construction convenient and fast, safe and reliable in cross construction, short in construction duration, convenient to dismount, capable of being used repeatedly, low in cost and the like.
Description
Technical field
The present invention relates to a kind of bracing or strutting arrangement, particularly a kind of floor is built and is used concrete mould plate supporting device, belongs to construction formwork bracing or strutting arrangement design and manufacturing technology field.
Background technology
In the time building the building of frame construction, need concreting floor.Prior art, in the time of concreting floor, or is used full hall scaffold, or carrys out support shuttering with profiled sheet.While support with full hall scaffold, not only there is complicated construction technique, inefficiency, labour intensity is large, time-consuming taking a lot of work, and after needing to wait for concrete setting after building, maintain, frame is unloaded in ability form removal, so just cannot carry out crossed construction, have a strong impact on Construction Schedule and time limit.While using profiled sheet to support, there will be again floor pouring out-of-flatness, cannot pre-embedded pipe, line box, and high cost shortcoming.Therefore be necessary prior art to be improved.
Summary of the invention
Adopt full hall scaffold or profiled sheet as braced structures for solving existing concreting floor, the complex process brought, maintenance striking time are long, base plate pouring out-of-flatness, be difficult to the problem such as pre-embedded pipe, line box, the invention provides a kind of floor and build and use concrete mould plate supporting device.
The present invention completes by following technical proposal: a kind of floor is built and used concrete mould plate supporting device, comprise main body steel constructed beam, template, it is characterized in that interval arranges adjustable for height main joist between two relative main body steel constructed beams, on main joist, interval arranges rider keel, and template is placed on rider keel, with by the height adjustment of main joist, meet the requirement of building of floor or floor dividing plate, facilitate the built-in fitting such as built-in line pipeline box in casting process simultaneously.
Described adjustable for height main joist comprises horizontal beam, be separately positioned on the support member of below, horizontal beam two ends, support member below is connected with the vertical screw rod with nut on it, vertically screw rod lower end is placed in hollow pillar stand, hollow pillar stand lower end is fixed on pedestal, so that rotating nut makes on screw rod or lower movement, thereby realizes rising or the decline of support member and horizontal beam, finally make whole main joist be stably fixed between two steel constructed beams, meet the requirement of building of floor or floor dividing plate.
Described horizontal beam is square beam, and the support member of below, square beam two ends is uncovered cell body upward, so that 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, so that vertically insert in cylinder screw rod lower end, and the nut on vertical screw rod is placed on cylinder, support fixing vertical screw rod on cylinder to facilitate, facilitate nut rotation and lifting water flat-topped ridge simultaneously.
Described main body steel constructed beam is H shaped steel.
Between top, described horizontal beam two ends and H shaped steel, be respectively equipped with cushion block, on this, cushion block is wooden unit, to change as required the upper cushion block of differing heights or thickness, adjusts the distance between horizontal beam and H shaped steel top, meets the requirement of building of floor or floor dividing plate.
Between described pedestal below and H shaped steel, be provided with lower cushion block, this lower cushion block is wooden unit, to change as required the lower cushion block of differing heights or thickness, adjusts the distance between horizontal beam and H shaped steel bottom, meets the requirement of building of floor or floor dividing plate.
Described rider keel is the lumps of wood, and template is wooden form, and lumps of wood interval is placed on main joist, and wooden form is laid on the lumps of wood, and fixes wooden form on the lumps of wood by steel nail.
The present invention has following advantages and effect: adopt such scheme, can drive horizontal beam to move by the rotation of adjusting nut easily up or down, and on using, lower cushion block is by the vertical screw rod at horizontal beam and two ends thereof, undersetting is separately fixed between the bottom flange and top flange of two relative main body steel constructed beams, and then realize the rider keel on horizontal beam, the height adjustment of template, meet the requirement of building of floor or floor dividing plate, and build at floor, solidify, in maintenance processes, also can carry out crossed construction, as constructions such as building walls, in ensureing construction quality, effectively increase work efficiency, accelerating construction progress, form removal, unload frame very convenient, fast, can not only improve floor and build planeness, 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.Be in fact that a desirable floor is built and used mould plate supporting device.
Brief description of the drawings
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.
Floor provided by the invention is built and is used concrete mould plate supporting device, comprise main body steel constructed beam 1, template 4, this main body steel constructed beam 1 is H shaped steel, template 4 is conventional wooden form, between two relative main body steel constructed beams 1, interval arranges adjustable for height main joist, and on main joist, interval arranges rider keel 3, and template 4 is placed on rider keel 3; Described adjustable for height main joist comprises horizontal beam 2, be separately positioned on the support member 6 of horizontal beam 2 belows, two ends, support member 6 belows are connected with the vertical screw rod 7 with nut 8 on it, and vertically screw rod 7 lower ends are placed in hollow pillar stand 9, and hollow pillar stand 9 lower ends are fixed on pedestal 10; Described horizontal beam 2 is square beam, and this square beam is steel square tube, and the support member 6 of below, square beam two ends is uncovered cell body upward, and cell body is channel-section steel, so that 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 insert in cylinder screw rod 7 lower ends, and the nut 8 on vertical screw rod 7 is placed on cylinder, and support fixing vertical screw rod 7 on cylinder to facilitate, facilitate nut 8 to rotate and lifting water flat-topped ridge 2 simultaneously; Between described horizontal beam 2 tops, two ends and H shaped steel, be respectively equipped with cushion block 12, on this, cushion block 12 is wooden unit, to change as required the upper cushion block 12 of differing heights or thickness, adjust the distance between horizontal beam 2 and H shaped steel top, meet the requirement of building of floor or floor dividing plate; Between described pedestal 10 belows and H shaped steel, be provided with lower cushion block 11, this lower cushion block 11 is wooden unit, to change as required the lower cushion block 11 of differing heights or thickness, adjusts the distance between horizontal beam 2 and H shaped steel bottom, meets the requirement of building of floor or floor dividing plate; Described rider keel 3 is the lumps of wood, and lumps of wood interval is placed on main joist, and wooden form is laid on the lumps of wood, and fixes wooden form on the lumps of wood by steel nail 5.
When work: rotating nut 8 moves up or down vertical screw rod 7, thereby realize 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, finally make whole main joist be stably fixed between two steel constructed beams 1, meet the requirement of building of floor or floor dividing plate, and convenient in casting process the built-in fitting such as built-in line pipeline box.
Claims (8)
1. floor is built and is used a concrete mould plate supporting device, comprises main body steel constructed beam, and template is characterized in that interval arranges adjustable for height main joist between two relative main body steel constructed beams, and on main joist, interval arranges rider keel, and template is placed on rider keel.
2. floor according to claim 1 is built and is used concrete mould plate supporting device, it is characterized in that described adjustable for height main joist comprises horizontal beam, be separately positioned on the support member of below, horizontal beam two ends, support member below is connected with the vertical screw rod with nut on it, vertically screw rod lower end is placed in hollow pillar stand, and hollow pillar stand lower end is fixed on pedestal.
3. floor according to claim 2 is built and is used concrete mould plate supporting device, it is characterized in that described horizontal beam is square beam, and the support member of below, square beam two ends is uncovered cell body upward.
4. floor according to claim 2 is built and is used concrete mould plate supporting device, it is characterized in that described hollow pillar stand is cylinder, the pedestal of its lower end is uncovered cell body down, so that vertically insert in cylinder screw rod lower end, and the nut on vertical screw rod is placed on cylinder, support fixing vertical screw rod on cylinder to facilitate, facilitate nut rotation and lifting water flat-topped ridge simultaneously.
5. floor according to claim 1 is built and is used concrete mould plate supporting device, it is characterized in that described main body steel constructed beam is H shaped steel.
6. floor according to claim 2 is built and is used concrete mould plate supporting device, it is characterized in that being respectively equipped with cushion block between top, described horizontal beam two ends and H shaped steel, and on this, cushion block is wooden unit.
7. floor according to claim 2 is built and is used concrete mould plate supporting device, it is characterized in that being provided with lower cushion block between described pedestal below and H shaped steel, and this lower cushion block is wooden unit.
8. floor according to claim 1 is built and is used concrete mould plate supporting device, it is characterized in that described rider keel is the lumps of wood, template is wooden form, and lumps of wood interval is placed on main joist, wooden form is laid on the lumps of wood, and fixes wooden form on the lumps of wood by steel nail.
Priority Applications (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 |
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 true CN103967273A (en) | 2014-08-06 |
| CN103967273B 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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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735625A (en) * | 2016-03-12 | 2016-07-06 | 中天建设集团有限公司 | Side form supporting system for terrace 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 |
| CN109083399A (en) * | 2018-09-13 | 2018-12-25 | 甘肃第四建设集团有限责任公司 | A kind of adjustable build-in type liftable supporter of steel 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 |
| CN112459461A (en) * | 2020-12-16 | 2021-03-09 | 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 |
| CN113530243A (en) * | 2021-08-10 | 2021-10-22 | 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 |
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| 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 |
| CN103452313A (en) * | 2013-09-13 | 2013-12-18 | 南通建筑工程总承包有限公司 | Early-removing independent support strip |
| 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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2014
- 2014-04-16 CN CN201410152453.6A patent/CN103967273B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| 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 |
| CN103452313A (en) * | 2013-09-13 | 2013-12-18 | 南通建筑工程总承包有限公司 | Early-removing independent support strip |
| 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 |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735625A (en) * | 2016-03-12 | 2016-07-06 | 中天建设集团有限公司 | Side form supporting system for terrace 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 |
| CN109083399A (en) * | 2018-09-13 | 2018-12-25 | 甘肃第四建设集团有限责任公司 | A kind of adjustable build-in type liftable supporter of steel 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 |
| CN112459461A (en) * | 2020-12-16 | 2021-03-09 | 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 |
| 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 |
| CN113530243A (en) * | 2021-08-10 | 2021-10-22 | 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 |
| 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 |
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| Publication number | Publication date |
|---|---|
| CN103967273B (en) | 2016-06-29 |
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