CN209369331U - A kind of plate device of floor - Google Patents
A kind of plate device of floor Download PDFInfo
- Publication number
- CN209369331U CN209369331U CN201821947597.0U CN201821947597U CN209369331U CN 209369331 U CN209369331 U CN 209369331U CN 201821947597 U CN201821947597 U CN 201821947597U CN 209369331 U CN209369331 U CN 209369331U
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- floor
- girder steel
- plate
- plate device
- support construction
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Abstract
A kind of plate device the utility model relates to floor includes the support construction between two neighboring girder steel, and the end of the support construction is detachably secured to the corresponding girder steel；And it is set in the support construction, and laterally it is set to the formwork structure between two neighboring girder steel, the end of the formwork structure is resisted against the corresponding girder steel, to which the bottom surface of the floor formed is lower than the top of girder steel, so that the combination thickness of the connecting node of final floor and girder steel is less than the sum of thickness and thickness of girder steel of floor.
Description
Technical field
The utility model relates to the realm of building construction, espespecially a kind of plate device of floor.
Background technique
During the cast-in-situ floor of the realm of building construction construction steel building, generally require slab form and steel
The top surface of beam flushes setting, and by upright supports in slab form bottom and on lower first floor plate, so that pouring
The floor of formation is held on girder steel, and building cover structure height is the sum of height and steel depth of beam of floor, this steel construction
Building is for floor top and the consistent concrete building convering system of concrete back, and building cover structure height is excessive, in structure
There is no advantage on thickness indication.In addition, just can be carried out this layer of floor slab construction after the lower first floor plate solidification such as need, construction efficiency is low
Under.And steel construction floor system of the profiled sheet as permanent template is used to cause cost but since template cannot be reused
It is excessively high.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of plate device of floor, solve existing
Have and needs the top surface by slab form and girder steel to flush setting and make to pour the floor built up in technology to be held on girder steel, operation fiber crops
Tired and building cover structure height is excessive, just can be carried out the low problem of construction efficiency after the lower first floor plate solidification such as needing.
Realizing the technical solution of above-mentioned purpose is:
The utility model provides a kind of plate device of floor, comprising:
Support construction between two neighboring girder steel, the end of the support construction are detachably secured to corresponding
The girder steel；And
In the support construction, and the formwork structure being laterally set between two neighboring girder steel, the formwork structure
End support schedule the corresponding girder steel.
The plate device of the utility model floor the utility model has the advantages that
The utility model casting concrete on formwork structure forms floor, since the end of the formwork structure is resisted against
The web of corresponding girder steel, so that the bottom surface of the floor formed is lower than the top of girder steel, so that the combination of final floor and girder steel
Thickness is less than the thickness and the sum of thickness of girder steel of floor, is needed in the prior art to solve by slab form and girder steel
Top surface, which flushes setting and makes to pour the floor built up, to be held on girder steel, the excessive problem of building cover structure height.In addition, the end of floor
Portion has biggish contact area that can preferably be engaged with girder steel, so that it may cancel the shear stud of girder steel top flange, and girder steel
Top flange has fire prevention and antiseptic property naturally, saves fire prevention and anti-corrosion cost.This structure operation is convenient, by by formwork structure
It being connected with girder steel, without just can be carried out construction after equal lower first floor plate solidification, improving construction efficiency.It is pressed relative to setting
The superstructure mode of the permanent templates such as shape steel plate, saves the expense of permanent template, and cost is relatively low.
The plate device of the utility model floor further improvement lies in that, the other end of the support construction is dismountable
It is fixed with connector, the connector is detachably secured to the bottom wing listrium of opposite another girder steel.
The plate device of the utility model floor further improvement lies in that, the connector includes:
Pulling plate, one end are attached at the other end of the support construction and wear fixation by the first bolt, the pulling plate
The other end is attached at the bottom surface of the bottom wing listrium of another girder steel；And
It is fixed on the buckle structure of the pulling plate, the buckle structure is arranged in the phase of the bottom wing listrium of another girder steel
To both ends.
The plate device of the utility model floor further improvement lies in that, the buckle structure include hang on another institute
A pair of of hanging plate of the opposite end of the bottom wing listrium of girder steel is stated, the bottom of a pair of hanging plate is mutually sticked, and is set to the drawing
The bottom of plate is arranged in the bottom of a pair of hanging plate by adjusting bolt and is resisted against the bottom of the pulling plate, to realize
The buckle structure is fixedly connected with the bottom wing listrium of another girder steel.
The plate device of the utility model floor further improvement lies in that, the other end of the support construction is dismountable
It is fixed with connecting plate, the other end of the connecting plate is attached at the web of another girder steel, and wears institute by the second bolt
It states connecting plate and the web is fixed.
The plate device of the utility model floor further improvement lies in that, between the top side detachable of the formwork structure
Every being fixed with into groove mould.
The plate device of the utility model floor further improvement lies in that, the end at groove mould and corresponding institute
It states to stay between the web of girder steel and sets spacing.
The plate device of the utility model floor further improvement lies in that, it is described logical at groove mould and the formwork structure
It crosses the second bolt and wears fixation.
The plate device of the utility model floor further improvement lies in that, the section at groove mould be it is trapezoidal.
The plate device of the utility model floor further improvement lies in that, the support construction be sub-truss or support
Beam.
Detailed description of the invention
Fig. 1 is the main view of the plate device of the utility model floor.
Fig. 2 is the side view of the plate device of the utility model floor.
Fig. 3 is putting for the first embodiment of the support construction of the plate device of the utility model floor and the node of girder steel
Big schematic diagram.
Fig. 4 is putting for second of embodiment of the support construction of the plate device of the utility model floor and the node of girder steel
Big schematic diagram.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
Refering to fig. 1, it is shown that the main view of the plate device of the utility model floor.It is the utility model building refering to Fig. 2
The side view of the plate device of plate.Referring to figs. 1 and 2, the plate device of the utility model floor includes: set on adjacent two
Support construction 30 between a girder steel 10, the end of the support construction 30 are detachably secured to the corresponding girder steel 10；
And
In the support construction 30, and the formwork structure 20 being laterally set between two neighboring girder steel 10, the mould
The end of hardened structure 20 is resisted against the corresponding girder steel 10.
Casting concrete forms floor 1 on formwork structure 20, since the end of the formwork structure 20 is resisted against correspondence
The web 11 of girder steel 10, so that the bottom surface of the floor 1 formed is lower than the top of girder steel 10, so that final floor and girder steel
The combination thickness of connecting node is less than the sum of thickness and thickness of girder steel of floor, is needed in the prior art to solve by building
The top surface of template die plate and girder steel, which flushes setting and makes to pour the floor built up, to be held on girder steel, troublesome in poeration and building cover structure height
Excessive problem.In addition, the end of floor has biggish contact area that can preferably be engaged with girder steel 10, so that it may cancel girder steel
The shear stud of 10 top flanges, and girder steel top flange has fire prevention and antiseptic property naturally, saves fire prevention and anti-corrosion cost.This
Structure operation is convenient, by connecting formwork structure 20 and girder steel 10, without just can be carried out after waiting lower first floor plate solidification
Construction, improves construction efficiency.
One better embodiment of the plate device as the utility model floor is the utility model floor refering to Fig. 3
Plate device support construction and girder steel node the first embodiment enlarged diagram.As shown in figure 3, the support
The other end of structure 30 is detachably and fixedly provided with connector 40, and the connector 40 is detachably secured to opposite another institute
The bottom wing listrium 12 for stating girder steel 10, since formwork structure is flushed at the top of girder steel, so floor slab bottoms are not shelved on
On girder steel, but the absolute altitude of formwork structure is adjustable, therefore is conducive to the different standard widths of a room in an old-style house using different slab thicknesses, or conveniently
Local modulation realizes that plate drops in floor.
One better embodiment of the plate device as the utility model floor, the connector 40 include:
Pulling plate 41, one end is attached at the other end of the support construction 30 and wears fixation by the first bolt 42, described
The other end of pulling plate 41 is attached at the bottom surface of the bottom wing listrium 12 of another girder steel 10；And
It is fixed on the buckle structure 43 of the pulling plate 41, the buckle structure 43 is arranged in the bottom wing of another girder steel 10
The opposite end of listrium 12, to pass through opposite the two of the bottom wing listrium 12 that buckle structure 43 is arranged in another girder steel 10
End, can facilitate the bottom wing listrium 12 by support construction 30 and girder steel 10 to be connected and fixed, not need to punch, to girder steel without damage, and
It is easy for installation and removal.By adjusting the position of buckle structure 43, thus the position of conveniently adjusted support construction 30.
One better embodiment of the plate device as the utility model floor, the buckle structure 43 include hanging
It is mutual in the bottom of a pair of of hanging plate 430 of the opposite end of the bottom wing listrium 12 of another girder steel 10, a pair of hanging plate 430
It is sticked, and is set to the bottom of the pulling plate 41, the bottom of a pair of hanging plate 430 is arranged in by adjusting bolt and is resisted against institute
The bottom of pulling plate 41 is stated, to realize that the buckle structure 43 and the bottom wing listrium 12 of another girder steel 10 are fixedly connected, is led to
The position of a pair of of hanging plate 430 is overregulated, thus the position of conveniently adjusted support construction 30.
One better embodiment of the plate device as the utility model floor is the utility model floor refering to Fig. 4
Plate device support construction and girder steel second of embodiment of node enlarged diagram.As shown in figure 4, the support knot
The other end of structure 30 is detachably and fixedly provided with connecting plate 50, and the other end of the connecting plate 50 is attached at another girder steel 10
Web 11, and the connecting plate 50 is worn and the web 11 is fixed by the second bolt 51.It will be propped up using connecting plate 50
The other end of support structure 30 is fixedly connected with the web 11 of girder steel 10, is saved material, is easy for installation and removal and adjusts.
The top of one better embodiment of the plate device as the utility model floor, the formwork structure 20 can
Disassembly is fixed at intervals with into groove mould 21.By being arranged to groove mould 21 at the top of formwork structure 20, occupy certain
Space, so that the floor of formation is equipped with the groove corresponded into groove mould 21, after form removal structure 20 so as to drop
The weight of lowrise plate reduces concrete amount, and environment protecting is good, replaces the profiled sheet of the prior art, and cost is saved.And building
Fluorescent tube can be installed in plate empty slot, save space.In addition, the groove at girder steel can not penetrate through relative to profiled sheet, keep away
The problems such as having exempted from sound bridge.
One better embodiment of the plate device as the utility model floor, the end at groove mould 21 and
It is stayed between the web 11 of the corresponding girder steel 10 and sets spacing.Floor hogging moment area near girder steel, floor bottom compression-side is not
Trapezoidal mold is placed, so that the floor formed has better effect of resist compression.
One better embodiment of the plate device as the utility model floor, it is described at groove mould 21 and the mould
Hardened structure 20 wears fixation by the second bolt 23, is easy for installation and removal.
One better embodiment of the plate device as the utility model floor, the section at groove mould 21 are
It is trapezoidal.It is not limited thereto at the shape and size of groove mould 21.
One better embodiment of the plate device as the utility model floor, the support construction 30 are support purlin
Frame or supporting beam.Depending on actual implementation.
The plate device of the utility model floor has the beneficial effect that
By being arranged to groove mould, the weight for pouring the floor to be formed is reduced, reduces concrete amount, environment protecting
Good, cost is saved, and can install fluorescent tube in the floor groove formed at groove mould, can save space.
Relative to profiled sheet, the problems such as groove of the present apparatus at girder steel can not penetrate through, avoid sound bridge；In addition at
It is stayed between the end of groove mould and the web of the corresponding girder steel and sets spacing, i.e., the floor hogging moment area near girder steel, plate
Bottom compression-side is not positioned to groove mould, and floor has better effect of resist compression.
Can freely it be arranged at the position of groove mould.It may be disposed to two-way slab may be implemented rather than such as die mould steel at groove mould
Plate is the same can only to be designed to one-way slabs.By at groove mould and floor construction instead of permanent formworks such as profiled sheets, substantially
Floor cost is reduced, and improves the flatness of floor slab bottoms, it is easier to be fitted up.
By the way that slab form to be resisted against to the web of girder steel, it is arranged under girder steel so that pouring the soffit to be formed,
To increase steel beam bottom headroom.And to have between concrete floor and girder steel it is better be engaged, can cancel on girder steel
Edge of a wing shear stud, and girder steel top flange has fire prevention and antiseptic property naturally, saves fire prevention and anti-corrosion cost.
By the way that slab form to be resisted against to the web of girder steel, so that the floor slab bottoms formed are shelved on girder steel,
But the absolute altitude of adjusting floor can be realized by adjusting the height of slab form, therefore be conducive to the different standard widths of a room in an old-style house using different floors
Thickness facilitates and realizes floor drop plate.
Be held on the support construction of girder steel due to using floor construction be supported so that the construction of floor without etc.
Lower first floor plate solidification, speed of application are fast.
Combine figure embodiment that the utility model is described in detail above, those skilled in the art can root
Many variations example is made to the utility model according to above description.Thus, certain details in embodiment should not constitute practical to this
Novel restriction, the utility model will be using the ranges that the appended claims define as the protection scope of the utility model.
Claims (10)
1. a kind of plate device of floor characterized by comprising
Support construction between two neighboring girder steel, the end of the support construction are detachably secured to corresponding described
Girder steel；And
In the support construction, and the formwork structure being laterally set between two neighboring girder steel, the end of the formwork structure
Portion, which supports, schedules the corresponding girder steel.
2. the plate device of floor as described in claim 1, which is characterized in that the other end of the support construction is dismountable
It is fixed with connector, the connector is detachably secured to the bottom wing listrium of opposite another girder steel.
3. the plate device of floor as claimed in claim 2, which is characterized in that the connector includes:
Pulling plate, one end are attached at the other end of the support construction and wear fixation by the first bolt, the pulling plate it is another
End is attached at the bottom surface of the bottom wing listrium of another girder steel；And
It is fixed on the buckle structure of the pulling plate, the buckle structure is arranged in opposite the two of the bottom wing listrium of another girder steel
End.
4. the plate device of floor as claimed in claim 3, which is characterized in that the buckle structure includes hanging on another institute
A pair of of hanging plate of the opposite end of the bottom wing listrium of girder steel is stated, the bottom of a pair of hanging plate is mutually sticked, and is set to the drawing
The bottom of plate is arranged in the bottom of a pair of hanging plate by adjusting bolt and is resisted against the bottom of the pulling plate, to realize
The buckle structure is fixedly connected with the bottom wing listrium of another girder steel.
5. the plate device of floor as described in claim 1, which is characterized in that the other end of the support construction is dismountable
It is fixed with connecting plate, the other end of the connecting plate is attached at the web of another girder steel, and wears institute by the second bolt
It states connecting plate and the web is fixed.
6. the plate device of floor as described in claim 1, which is characterized in that between the top side detachable of the formwork structure
Every being fixed with into groove mould.
7. the plate device of floor as claimed in claim 6, which is characterized in that the end at groove mould and corresponding institute
It states to stay between the web of girder steel and sets spacing.
8. the plate device of floor as claimed in claim 6, which is characterized in that described logical at groove mould and the formwork structure
It crosses the second bolt and wears fixation.
9. the plate device of floor as claimed in claim 6, which is characterized in that the section at groove mould is trapezoidal.
10. the plate device of floor as described in claim 1, which is characterized in that the support construction is sub-truss or branch
Support beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821947597.0U CN209369331U (en) | 2018-11-23 | 2018-11-23 | A kind of plate device of floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821947597.0U CN209369331U (en) | 2018-11-23 | 2018-11-23 | A kind of plate device of floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209369331U true CN209369331U (en) | 2019-09-10 |
Family
ID=67833717
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821947597.0U Active CN209369331U (en) | 2018-11-23 | 2018-11-23 | A kind of plate device of floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209369331U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403623A (en) * | 2018-11-23 | 2019-03-01 | 上海泰大建筑科技有限公司 | A kind of plate device of floor |
| CN111719885A (en) * | 2020-03-21 | 2020-09-29 | 东莞市大乘建筑工程技术有限公司 | Laminated concrete reinforced floor and construction process |
-
2018
- 2018-11-23 CN CN201821947597.0U patent/CN209369331U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403623A (en) * | 2018-11-23 | 2019-03-01 | 上海泰大建筑科技有限公司 | A kind of plate device of floor |
| CN109403623B (en) * | 2018-11-23 | 2024-04-02 | 上海泰大建筑科技有限公司 | Template device of floor |
| CN111719885A (en) * | 2020-03-21 | 2020-09-29 | 东莞市大乘建筑工程技术有限公司 | Laminated concrete reinforced floor and construction process |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230819 Address after: No. 110 Wenchang East Road, High tech Industrial Development Zone, Taixing City, Taizhou City, Jiangsu Province, 225400 Patentee after: Jiangsu Tonghui Lvjian Technology Co.,Ltd. Address before: Room 608, Zhongtian Building, No. 1063 Siping Road, Yangpu District, Shanghai, 200092 Patentee before: SHANGHAI T&D ARCHITECTURAL SCIENCE AND TECHNOLOGY CO.,LTD. |