CN203905488U - Concrete form support device for floor slab pouring - Google Patents
Concrete form support device for floor slab pouring Download PDFInfo
- Publication number
- CN203905488U CN203905488U CN201420184236.0U CN201420184236U CN203905488U CN 203905488 U CN203905488 U CN 203905488U CN 201420184236 U CN201420184236 U CN 201420184236U CN 203905488 U CN203905488 U CN 203905488U
- Authority
- CN
- China
- Prior art keywords
- pouring
- floor
- screw rod
- steel
- floor slab
- 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 - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 35
- 239000010959 steel Substances 0.000 claims abstract description 35
- 238000009415 formwork Methods 0.000 claims description 14
- 239000002023 wood Substances 0.000 claims description 12
- 238000010276 construction Methods 0.000 abstract description 16
- 238000000034 method Methods 0.000 abstract description 4
- 210000005056 cell body Anatomy 0.000 description 8
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 6
- 238000005266 casting Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000007423 decrease Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a floor is pour and is used concrete form strutting arrangement, construct the roof beam including main part steel, the template, its characterized in that interval sets up height-adjustable's main joist between two relative main part steel constructs the roof beam, and the interval sets up the false keel on the main joist, and the template is arranged in on the false keel. The nuts are rotated to enable the vertical screws to move upwards or downwards, so that the horizontal beams are lifted or lowered, and finally, the whole main keel is stably fixed between the two steel beams by replacing the upper cushion blocks and/or the lower cushion blocks with different heights or thicknesses, the pouring requirement of a floor slab or a floor clapboard is met, and embedded parts such as a line pipe box and the like are conveniently embedded in the pouring process. Can carry out the cross construction, construct such as wall body masonry, when guaranteeing construction quality, effectively improve work efficiency for the construction progress, form removal, frame unloading are very convenient, swift, have that the construction is convenient, cross construction safe and reliable, the time limit for a project is short, easy dismounting, repeatedly usable, advantage such as with low costs.
Description
Technical field
The utility model relates to a kind of bracing or strutting arrangement, and particularly a kind of floor is built and used concrete mould plate supporting device, belongs to construction formwork bracing or strutting arrangement design and manufacturing technology field.
Background technology
When building the building of frame construction, need concreting floor.Prior art is when concreting floor, or use full hall scaffold, or carrys out support shuttering with profiled sheet.While supporting 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 need waiting for concrete setting after building, maintain, frame is unloaded in ability form removal, so just crossed construction be cannot carry out, Construction Schedule and time limit had a strong impact on.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
For solving existing concreting floor, adopt full hall scaffold or profiled sheet as braced structures, the complex process of bringing, maintenance striking time length, base plate water out-of-flatness, are difficult to the problems such as pre-embedded pipe, line box, and the utility model provides a kind of floor to build and uses concrete mould plate supporting device.
The utility model 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 on it vertical screw rod with nut, 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, to facilitate, support fixing vertical screw rod on cylinder, 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 by steel nail fixedly wooden form on the lumps of wood.
The utlity model has following advantages and effect: adopt such scheme, can be easily rotation by adjusting nut drive horizontal beam to move 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, when guaranteeing 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.
Accompanying drawing explanation
Fig. 1 is the utility model top view;
Fig. 2 is the horizontal cross-section structure of Fig. 1.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described further.
The floor that the utility model provides 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 on it vertical screw rod 7 with nut 8, 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 to facilitate, support fixing vertical screw rod 7 on cylinder, 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 by steel nail 5 fixedly wooden form on the lumps of wood.
During 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)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420184236.0U CN203905488U (en) | 2014-04-16 | 2014-04-16 | Concrete form support device for floor slab pouring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420184236.0U CN203905488U (en) | 2014-04-16 | 2014-04-16 | Concrete form support device for floor slab pouring |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203905488U true CN203905488U (en) | 2014-10-29 |
Family
ID=51779776
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420184236.0U Expired - Lifetime CN203905488U (en) | 2014-04-16 | 2014-04-16 | Concrete form support device for floor slab pouring |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203905488U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967273A (en) * | 2014-04-16 | 2014-08-06 | 云南昆钢钢结构有限公司 | Concrete formwork supporting device for floor slab pouring |
| CN108343265A (en) * | 2018-02-09 | 2018-07-31 | 陈云燕 | It is a kind of can automatic lifting material construction Machines supporting rack |
| CN108343264A (en) * | 2018-02-09 | 2018-07-31 | 陈云燕 | A kind of construction Machines supporting rack based on material lifting technology |
| CN111042521A (en) * | 2019-12-11 | 2020-04-21 | 华北水利水电大学 | Building templates link for civil engineering |
-
2014
- 2014-04-16 CN CN201420184236.0U patent/CN203905488U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967273A (en) * | 2014-04-16 | 2014-08-06 | 云南昆钢钢结构有限公司 | Concrete formwork supporting device for floor slab pouring |
| CN103967273B (en) * | 2014-04-16 | 2016-06-29 | 云南昆钢钢结构有限公司 | Concrete form support device for floor slab pouring |
| CN108343265A (en) * | 2018-02-09 | 2018-07-31 | 陈云燕 | It is a kind of can automatic lifting material construction Machines supporting rack |
| CN108343264A (en) * | 2018-02-09 | 2018-07-31 | 陈云燕 | A kind of construction Machines supporting rack based on material lifting technology |
| CN111042521A (en) * | 2019-12-11 | 2020-04-21 | 华北水利水电大学 | Building templates link for civil engineering |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20141029 Effective date of abandoning: 20160629 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20141029 Effective date of abandoning: 20160629 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |