CN208267198U - A kind of building profiled sheet and combination floor support plate - Google Patents
A kind of building profiled sheet and combination floor support plate Download PDFInfo
- Publication number
- CN208267198U CN208267198U CN201820441027.8U CN201820441027U CN208267198U CN 208267198 U CN208267198 U CN 208267198U CN 201820441027 U CN201820441027 U CN 201820441027U CN 208267198 U CN208267198 U CN 208267198U
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- China
- Prior art keywords
- profiled sheet
- support plate
- mainboard
- floor support
- building
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 30
- 238000010276 construction Methods 0.000 claims abstract description 16
- 238000005452 bending Methods 0.000 claims abstract description 10
- 238000000034 method Methods 0.000 claims abstract description 10
- 238000005253 cladding Methods 0.000 claims abstract description 6
- 241000826860 Trapezium Species 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 35
- 239000010959 steel Substances 0.000 claims description 35
- 238000007789 sealing Methods 0.000 claims description 5
- 230000004323 axial length Effects 0.000 claims description 3
- 239000003292 glue Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 238000005266 casting Methods 0.000 abstract description 6
- 238000005516 engineering process Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 241001074085 Scophthalmus aquosus Species 0.000 description 2
- 230000008602 contraction Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000002195 synergetic effect Effects 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 241000587161 Gomphocarpus Species 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000001186 cumulative effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
A kind of building profiled sheet and profiled sheet combine floor support plate structure, belong to buildings in general constructing technology field.The building profiled sheet includes mainboard and longitudinally connected plate；The mainboard forms several reinforcing ribs through roll-in cold bending process, and the reinforcing rib is in parallel arrangement state, and cross section is the trapezium structure to raise upward, and the plate of the cladding slot and upward bending that Open Side Down is respectively set at left and right sides of mainboard；The longitudinally connected plate cross section matches with mainboard cross-sectional shape, and front end or the back edge of mainboard are fastened on pre-and post stagger mode.The utility model solves floor support plate concrete lift thickness, and concrete has achieved the purpose that improving floor support plate is laid with working efficiency and floor support plate mechanical property, reduces construction cost from building profiled sheet seam crossing dripping problems greatly and in casting process.
Description
Technical field
A kind of combination floor support plate the utility model relates to building profiled sheet and comprising the profiled sheet, belongs to and generally builds
Build object constructing technology field.
Background technique
Building profiled sheet generally uses galvanized steel plain sheet to form through roll-in cold bending process, section is V-shaped, it is U-shaped, trapezoidal or
The waveform of similar above-mentioned several shapes, is mainly used as the permanent formwork of building floor support plate concreting.By building die mould
Steel plate, concrete lift and formed steel construction purlin combine the floor support plate to be formed, and can provide firm operation in a short time
Platform, and multiple floors laying profiled sheets can be used, the cross construction of concreting in lifts plate, therefore in main body steel construction
It is used widely in rapid construction.
In order to avoid concrete, need to be in building die mould from building profiled sheet seam crossing water clock in floor support plate casting process
Sealing structure is arranged in the periphery of steel plate, and building profiled sheet in the prior art, which is usually only arranged at left and right sides of it, to cooperate
Bridging arrangement, thus solve the sealing problem for being laterally laid with seam crossing, and longitudinal seam crossing that is laid with is using docking structure, by
In building profiled sheet size there are certain deviation, the cumulative departure generated in process of deployment cause profiled sheet gap increase or
Cannot smooth laying problem, need to take subsidy thus or cut measure, not only reduce floor support plate and be laid with working efficiency, and
Affect the laying quality of floor support plate.In addition, building profiled sheet wave crest size in the prior art is larger, when needs are in coagulation
In native pouring layer when pre-buried criss-cross water, circuit pipeline, it is necessary to increase concrete lift thickness, thus aggravate building
Board itself load, reduces the mechanical property of floor support plate.
Utility model content
The utility model provides a kind of building profiled sheet and combination floor support plate, it is intended to by building profiled sheet and its
The optimization design of bridging arrangement, solve floor support plate concrete lift thickness greatly and casting process in concrete from build die mould steel
Plate seam crossing dripping problems reach and improve the mesh that floor support plate is laid with working efficiency and floor support plate mechanical property, reduction construction cost
's.
To achieve the above objectives, the present invention adopts the following technical solutions:
A kind of building profiled sheet, including mainboard and longitudinally connected plate；The mainboard forms several through roll-in cold bending process
Reinforcing rib, the reinforcing rib are in parallel arrangement state, and cross section is the trapezium structure to raise upward, are divided at left and right sides of mainboard
Not She Zhi Open Side Down cladding slot and upward bending plate；The longitudinally connected plate cross section and mainboard cross-sectional shape phase
Matching, front end or the back edge of mainboard are fastened on pre-and post stagger mode.
Above-mentioned building profiled sheet, the mainboard and longitudinally connected plate are all made of galvanized sheet material, and plate thickness is
0.5mm。
Above-mentioned building profiled sheet, the reinforcing rib trapezoidal cross-section height H=10mm, bottom width 20mm, adjacent two
A reinforcing rib central axis spacing is 100mm.
Before above-mentioned building profiled sheet, the longitudinally connected plate axial length L=60mm, longitudinal center axis and mainboard
End or back edge are overlapped.
A kind of combination floor support plate is made of C-type steel structure purlin, above-mentioned profiled sheet and concrete pouring layer；The c-type
Steel construction purlin both ends are fixed on building walls concrete body, are laid with profiled sheet on C-type steel structure purlin；The die mould steel
Reinforcing rib is arranged vertically with C-type steel structure purlin on plate, and profiled sheet passes through the screw and C that are arranged at left and right sides of its reinforcing rib
Formed steel construction purlin is fixedly connected；The concrete pouring layer is cast in the upper surface of profiled sheet.
Said combination floor support plate, the screw is self threading pin, in self tapping nail head periphery after installing at the construction field (site) with brill
Marine glue is broken, for guaranteeing the sealing of self threading pin pilot hole.
Said combination floor support plate, is arranged reinforced mesh in the concrete pouring layer, and the reinforced mesh is by diameter
The reinforcing bar of 4mm is welded and fixed at node with the crisscross arrangement of 15mm spacing.
Said combination floor support plate is arranged the lateral casing for arranging hydroelectric line and is indulged in the concrete pouring layer
To casing.
The utility model provides a kind of building profiled sheet, and the packet that Open Side Down is respectively set in it at left and right sides of mainboard
The plate for covering slot and upward bending can realize two by the cooperation of cladding slot and plate in building profiled sheet process of deployment
Block builds profiled sheet transverse lap, while longitudinally connected with pre-and post stagger mode fastening in the front end of mainboard or back edge
Plate can realize two pieces of building contour plate longitudinal lap joints by longitudinally connected plate, thus solve in building profiled sheet process of deployment
Concrete determined in casting process from building profiled sheet seam crossing dripping problems；In addition, building die mould described in the utility model
The plate thickness of steel plate is 0.5mm, and the reinforcing rib trapezoidal cross-section height H of profiled sheet is designed as 10mm, with existing skill
Building profiled sheet in art compares, and on the basis of guaranteeing overall structure stiffness and strength, crest height is reduced significantly, and works as needs
In concrete lift when pre-buried criss-cross water, circuit pipeline construction, concrete lift thickness can be made to reduce, thus
Floor support plate itself load is reduced, the mechanical property of floor support plate is improved.
The utility model additionally provides a kind of combination floor support plate comprising above-mentioned profiled sheet, which passes through pressure
Shape steel plate surface embossed increases the binding force between concrete, and the two is made to form an entirety, and wherein steel have fine
Tensile resistance, concrete has good compressive property, therefore substantially increases the bearing capacity of floor support plate；The utility model
The combination floor support plate is also laid with reinforced mesh in concrete layer, and one can prevent the contraction distortion of concrete, and two
Further enhance the mechanical property of floor plates；Combination floor support plate described in the utility model using self threading pin by profiled sheet with
C-type steel purlin is fixed, and ensure that the synergistic effect of concrete floor and steel, enhances the shearing strength of floor support plate；This is practical
The novel combination floor support plate will be built reinforcing rib on profiled sheet and is arranged vertically with C-type steel structure purlin, can make full use of
The characteristics of profiled sheet increases along reinforcing rib axial stiffness, plays the role of drawstring between two purlin edges of a wing, effectively prevents purlin
There is the phenomenon that buckling deformation in item.
In conclusion the utility model solve that floor support plate concrete lift thickness is big and casting process in concrete from
Profiled sheet seam crossing dripping problems are built, has reached raising floor support plate and has been laid with working efficiency and floor support plate mechanical property, reduces
The purpose of construction cost.
Detailed description of the invention
Fig. 1 is building profiled sheet structural schematic diagram described in the utility model；
Fig. 2 is building profiled sheet (two pieces of transverse laps) horizontal cross-section structure diagram；
Fig. 3 is schematic enlarged-scale view at I in Fig. 2；
Fig. 4 is schematic enlarged-scale view at II in Fig. 2；
Fig. 5 is building profiled sheet (two pieces of longitudinal lap joints) longitudinal profile structure schematic；
Fig. 6 is combination floor support plate the schematic diagram of the section structure described in the utility model；
Fig. 7 is A-A the schematic diagram of the section structure in Fig. 6；
Fig. 8 is building profiled sheet and C-type steel structure purlin fixed structure schematic diagram.
Each list of reference numerals in figure are as follows: 1, profiled sheet, 1-1, mainboard, 1-2, reinforcing rib, 1-3, cladding slot, 1-4, Zong Xianglian
Fishplate bar, 1-5, plate, 2, C-type steel, 3, self threading pin, 4, concrete lift, 5, reinforced mesh, 6, longitudinal casing, 7, lateral set
Pipe.
Specific embodiment
With reference to the accompanying drawing and specific embodiment the utility model is described in further detail.
Referring to Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, the utility model provides a kind of building profiled sheet, the die mould steel
Plate 1 includes mainboard 1-1 and longitudinally connected plate 1-4, and the mainboard 1-1 and longitudinally connected plate 1-4 are all made of galvanized sheet material, plate
With a thickness of 0.5mm；The mainboard 1-1 forms several reinforcing rib 1-2 through roll-in cold bending process, and the reinforcing rib 1-2 is in parallel cloth
State is set, cross section is the trapezium structure to raise upward, trapezoidal cross-section height H=10mm of reinforcing rib 1-2, bottom width
For 20mm, two neighboring reinforcing rib central axis spacing is 100mm；It is respectively set what Open Side Down at left and right sides of mainboard 1-1
Coat the plate 1-5 of slot 1-3 and upward bending；The cross section longitudinally connected plate 1-4 and mainboard 1-1 cross-sectional shape phase
Match, is fastened on front end or the back edge of mainboard 1-1 with pre-and post stagger mode, longitudinally connected plate 1-4 axial length L=60mm,
Longitudinal center axis is overlapped with the front end mainboard 1-1 or back edge.Using profiled sheet 1 described in the utility model, it is being laid with
In the process, the transverse lap that two pieces of profiled sheets 1 can be realized by the cooperation of cladding slot 1-3 and plate 1-5, by longitudinally connected
Plate 1-4 realizes two pieces of building contour plate longitudinal lap joints, thus solves in casting process concrete from building profiled sheet seam
Locate dripping problems；In addition, profiled sheet 1 described in the utility model is guaranteeing compared with building profiled sheet in the prior art
On the basis of overall structure stiffness and strength, crest height is reduced significantly, and is handed in length and breadth when needs are pre-buried in concrete lift 4
When water, the circuit pipeline of mistake are constructed, 4 thickness of concrete lift can be made to reduce, thus reduce floor support plate itself load, improved
The mechanical property of floor support plate.
Referring to Fig. 6, Fig. 7, Fig. 8, the utility model additionally provides a kind of combination floor support plate, and the combination floor support plate is by c-type
Steel construction purlin 2, above-mentioned profiled sheet 1 and concrete pouring layer 4 form；2 both ends of C-type steel structure purlin are fixed on building
On object wall concrete body, profiled sheet 1 is laid on C-type steel structure purlin 2；Reinforcing rib and C-type steel structure on the profiled sheet 1
Purlin 2 is arranged vertically, and profiled sheet is by being arranged in the self threading pin 3 at left and right sides of its reinforcing rib 1-2 and C-type steel structure purlin 2
It is fixedly connected, at the construction field (site) with, in self threading pin, marine glue is broken on 3 head peripheries, for guaranteeing self threading pin pilot hole after brill installation
Sealing；The concrete pouring layer 4 is cast in the upper surface of profiled sheet 1, and steel mesh is arranged in the concrete pouring layer 4
Piece 5, the reinforced mesh 5 are arranged in a crisscross with 15mm spacing by the reinforcing bar that diameter is 4mm, are welded and fixed at node,
The lateral casing 7 and longitudinal casing 6 for arranging hydroelectric line are also set up in the concrete pouring layer 4.The utility model institute
The combination floor support plate stated increases the binding force between concrete by 1 surface embossed of profiled sheet, and the two is made to form one
Whole, wherein steel have good tensile resistance, and concrete has good compressive property, therefore substantially increases building and hold
The bearing capacity of plate；Since combination floor support plate described in the utility model has been laid with reinforced mesh 5 in concrete layer 4, one can
To prevent the contraction distortion of concrete, two further enhance the mechanical properties of floor plates；Combination described in the utility model
Floor support plate is fixed profiled sheet and C-type steel purlin using self threading pin 3, ensure that the synergistic effect of concrete floor and steel,
Enhance the shearing strength of floor support plate；Combination floor support plate described in the utility model is by reinforcing rib 1-2 and c-type on profiled sheet 1
The characteristics of steel construction purlin 2 is arranged vertically, and profiled sheet can be made full use of to increase along reinforcing rib axial stiffness, plays two purlins
Drawstring acts between the edge of a wing, effectively prevents purlin and the phenomenon that buckling deformation occurs.
Claims (8)
1. a kind of building profiled sheet, characterized in that the profiled sheet (1) includes mainboard (1-1) and longitudinally connected plate (1-
4)；The mainboard (1-1) forms several reinforcing ribs (1-2) through roll-in cold bending process, and the reinforcing rib (1-2) is in parallel arrangement shape
State, cross section are the trapezium structure to raise upward, and the cladding slot that Open Side Down is respectively set at left and right sides of mainboard (1-1)
(1-3) and the plate of upward bending (1-5)；The longitudinally connected plate cross section (1-4) and mainboard (1-1) cross-sectional shape phase
Match, front end or the back edge of mainboard (1-1) are fastened on pre-and post stagger mode.
2. building profiled sheet according to claim 1, characterized in that the mainboard (1-1) and longitudinally connected plate (1-4)
It is all made of galvanized sheet material, plate thickness 0.5mm.
3. building profiled sheet according to claim 2, characterized in that the trapezoidal cross-section of the reinforcing rib (1-2) is high
H=10mm, bottom width 20mm are spent, two neighboring reinforcing rib central axis spacing is 100mm.
4. building profiled sheet according to claim 3, characterized in that longitudinally connected plate (1-4) axial length L=
60mm, longitudinal center axis are overlapped with the mainboard front end (1-1) or back edge.
5. a kind of combination floor support plate, characterized in that the combination floor support plate is by C-type steel structure purlin (2), claim 1-4
Described in any item profiled sheets (1) and concrete pouring layer (4) composition；C-type steel structure purlin (2) both ends, which are fixed on, to be built
It builds on object wall concrete body, is laid with profiled sheet (1) on C-type steel structure purlin (2)；Reinforcing rib and C on the profiled sheet (1)
Formed steel construction purlin (2) is arranged vertically, and profiled sheet passes through the screw and C-type steel that are arranged at left and right sides of its reinforcing rib (1-2)
Structure purlin (2) is fixedly connected；The concrete pouring layer (4) is cast in the upper surface of profiled sheet (1).
6. combination floor support plate according to claim 5, characterized in that the screw is self threading pin (3), is matched at the construction field (site)
It bores and breaks marine glue in self threading pin (3) head periphery after installing, for guaranteeing the sealing of self threading pin pilot hole.
7. combination floor support plate according to claim 6, characterized in that reinforcing bar is arranged in the concrete pouring layer (4)
Mesh sheet (5), the reinforced mesh (5) are arranged in a crisscross by the reinforcing bar that diameter is 4mm with 15mm spacing, are welded at node solid
It is fixed.
8. combination floor support plate according to claim 7, characterized in that setting is used in the concrete pouring layer (4)
Arrange the lateral casing (7) and longitudinal direction casing (6) of hydroelectric line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820441027.8U CN208267198U (en) | 2018-03-30 | 2018-03-30 | A kind of building profiled sheet and combination floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820441027.8U CN208267198U (en) | 2018-03-30 | 2018-03-30 | A kind of building profiled sheet and combination floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208267198U true CN208267198U (en) | 2018-12-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820441027.8U Expired - Fee Related CN208267198U (en) | 2018-03-30 | 2018-03-30 | A kind of building profiled sheet and combination floor support plate |
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| CN (1) | CN208267198U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130502A (en) * | 2019-06-03 | 2019-08-16 | 湖北思泽新能源科技有限公司 | A kind of integrated connection system of steel reinforced concrete assembling building |
| CN111441466A (en) * | 2020-04-09 | 2020-07-24 | 张俊强 | Assembled energy-conserving building overlap joint structure |
| CN112095878A (en) * | 2020-07-31 | 2020-12-18 | 浙江鸿翔远大建筑科技有限公司 | Anti-leakage high-strength prefabricated floor slab |
-
2018
- 2018-03-30 CN CN201820441027.8U patent/CN208267198U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130502A (en) * | 2019-06-03 | 2019-08-16 | 湖北思泽新能源科技有限公司 | A kind of integrated connection system of steel reinforced concrete assembling building |
| CN110130502B (en) * | 2019-06-03 | 2020-09-11 | 湖北思泽新能源科技有限公司 | Integral connection system of reinforced concrete assembly type building |
| CN111441466A (en) * | 2020-04-09 | 2020-07-24 | 张俊强 | Assembled energy-conserving building overlap joint structure |
| CN112095878A (en) * | 2020-07-31 | 2020-12-18 | 浙江鸿翔远大建筑科技有限公司 | Anti-leakage high-strength prefabricated floor slab |
| CN112095878B (en) * | 2020-07-31 | 2021-11-12 | 浙江鸿翔远大建筑科技有限公司 | Anti-leakage high-strength prefabricated floor slab |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181221 |