CN109537789A - A kind of aperture clod wash rib superimposed sheet - Google Patents
A kind of aperture clod wash rib superimposed sheet Download PDFInfo
- Publication number
- CN109537789A CN109537789A CN201811626871.9A CN201811626871A CN109537789A CN 109537789 A CN109537789 A CN 109537789A CN 201811626871 A CN201811626871 A CN 201811626871A CN 109537789 A CN109537789 A CN 109537789A
- Authority
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- China
- Prior art keywords
- rib
- aperture
- clod wash
- superimposed sheet
- longitudinal rib
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 claims abstract description 8
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 6
- 229910003460 diamond Inorganic materials 0.000 claims description 3
- 239000010432 diamond Substances 0.000 claims description 3
- 238000009826 distribution Methods 0.000 claims description 2
- 210000001015 abdomen Anatomy 0.000 claims 1
- 239000011518 fibre cement Substances 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 4
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 239000011701 zinc Substances 0.000 description 2
- 229910052725 zinc Inorganic materials 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005194 fractionation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007747 plating Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
- E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Floor Finish (AREA)
Abstract
The present invention proposes a kind of aperture clod wash rib superimposed sheet, including bottom plate (3), longitudinal rib (1) and connector (8)；Longitudinal rib (1) is equidistantly distributed in bottom plate (3) width direction on the bottom plate (3)；The longitudinal rib (1) is rushed on its web equally distributed hole (2)；Passing through floors reinforcing bar or pipeline are used in the hole (2)；The longitudinal rib (1) and the bottom plate (3) are set to two sides and the interconnection of beam (5), and the longitudinal rib (1) is connected by connection fixture with bottom plate (3)；The longitudinal rib (1) and plate are arranged in parallel across direction.This structure economics is reasonable, easy for construction, greatly reduces construction period floor slab bottoms scaffold support.
Description
Technical field
The present invention relates to technical field of buildings more particularly to a kind of aperture clod wash rib superimposed sheets.
Background technique
With the development of industry and civil buildings, profiled sheet aperture clod wash rib superimposed sheet and steel bar truss floor support plate are increasingly
Promotion and application are obtained, but profiled sheet combination building holds, galvanized sheet Zinc Coating Thickness thickness low in the presence of steel plate utilization ratio when preventing fires, plating
The problems such as processing of zinc steel plate type is by equipment limit；Steel bar truss floor support plate exists from great, and volume is big, and transport is difficult, live steel
The problems such as muscle needs to wear difficulty of construction height, and the cutting of corner hole is difficult, and pipeline poling is difficult.With the development of civil buildings, to building
Building design diversification, more stringent requirements are proposed, it is desirable that the planar dimension of plate requires flexibly, it is changeable to adapt to the building standard width of a room in an old-style house, depth
Deng.
Summary of the invention
It is a kind of economical, easy for construction it is an object of the invention to propose, there is good globality and continuity, be conducive to
Enhance the aperture clod wash rib superimposed sheet of Antiseismic building performance.
The present invention proposes a kind of aperture clod wash rib superimposed sheet, including bottom plate, longitudinal rib and connector；The bottom of along on the bottom plate
Longitudinal rib is equidistantly distributed on direction in board width；The longitudinal rib rushes on its web equally distributed hole；In the hole
For passing through floors reinforcing bar or pipeline；The longitudinal rib and the bottom plate are set to two sides and the interconnection of beam, the longitudinal rib
It is connected by connection fixture with bottom plate；The longitudinal rib and plate are arranged in parallel across direction.
The aperture clod wash rib superimposed sheet proposed by the present invention, the longitudinal rib cross sectional shape includes S type, c-type, Z-type, Σ
Type.
The shape of the aperture clod wash rib superimposed sheet proposed by the present invention, the hole on the longitudinal rib web includes triangle
Shape, circular hole, square hole and diamond hole or other shapes.
The aperture clod wash rib superimposed sheet proposed by the present invention, the bore portion and web of the longitudinal rib web are detached from, portion
Point it is connected with web, formation side plate, the side plate bends inwards vertical or at certain angle with web at connected component position
It spends and is directed toward plate across interior.
The aperture clod wash rib superimposed sheet proposed by the present invention, in beam position, lay-down location is set the longitudinal rib along its length
It is equipped with support ribs, the support ribs is placed on the beam, and the support ribs makes the longitudinal rib in beam position
Keep continuity.
The aperture clod wash rib superimposed sheet proposed by the present invention, the support ribs are made for cold-forming shapes.
The aperture clod wash rib superimposed sheet proposed by the present invention, rib length direction is S-type along longitudinal direction for the connector arrangement
Arrangement.
The aperture clod wash rib superimposed sheet proposed by the present invention, the bottom plate are fiber cement board, plank or other forms
Plate.
The aperture clod wash rib superimposed sheet proposed by the present invention, the connector are self threading pin, bolt, nailing or other shapes
The connector of formula.
The aperture clod wash rib superimposed sheet proposed by the present invention, the spacing of the connector is according to calculating force request or structure
Make arrangement.
Compared with prior art, beneficial effects of the present invention: bottom plate of the present invention is only used as template action, longitudinal rib and support
Ribs can also serve as floor bar in service stage and carry out bearing load, i.e. economy is high, is guaranteeing production flexibly, combination multiplicity
While also keep pressure profiled steel decking sheets the advantages of.
Detailed description of the invention
Fig. 1 is the system schematic of aperture clod wash rib superimposed sheet in one embodiment of the invention；,
Fig. 2 is the fractionation schematic diagram of aperture clod wash rib superimposed sheet in one embodiment of the invention；
Fig. 3 is aperture clod wash rib superimposed sheet and floor construction schematic diagram in one embodiment of the invention；
Fig. 4 is aperture clod wash rib superimposed sheet longitudinal rib aperture schematic diagram in one embodiment of the invention.
Fig. 5 is aperture clod wash rib superimposed sheet diagrammatic cross-section in one embodiment of the invention.
Fig. 6 is aperture clod wash rib superimposed sheet fixing piece floor map in one embodiment of the invention.
In Fig. 1-6,1- longitudinal rib, the hole 2-, 3- bottom plate, 4- support ribs, 5- beam, 6- reinforcing bar, 7- reinforcing bar, 8- connection
Part.
Specific embodiment
Aperture clod wash rib superimposed sheet proposed by the present invention is described in more detail below in conjunction with schematic diagram, wherein table
Showing the preferred embodiment of the present invention, it should be appreciated that those skilled in the art can modify invention described herein, and still
Realize advantageous effects of the invention.Therefore, following description should be understood as the widely known of those skilled in the art, and
It is not intended as limitation of the present invention.
Aperture clod wash rib superimposed sheet and steel bar girder composite floor ratio of the present invention, from heavy and light, two panels pros are engaged, less sky
Between good luck it is defeated, live bed board is simple, and quickly, scene paving muscle is simple, and easy for construction, on-site cutting is easy, and board bottom is beautiful, Er Qiekai
It is easy and convenient that it is laid with hydroelectric line on the bottom plate of hole clod wash rib superimposed sheet, makes structure sheaf and pipeline integrator, indirectly increases
Layer is high or reduces building height, to architectural design brings flexibility.
As shown in Fig. 1 to Fig. 3, aperture clod wash rib superimposed sheet includes bottom plate 3, longitudinal rib 1 and connector 8 in the present embodiment；
Longitudinal rib 1 is equidistantly distributed in 3 width direction of bottom plate on the bottom plate 3；The longitudinal rib 1 rushes on its web to be had uniformly
The hole 2 of distribution；Passing through floors reinforcing bar 6,7 or pipeline are used in the hole 2；The longitudinal rib 1 is set to beam 5 with the bottom plate 3
Two sides are simultaneously connected with each other, and the longitudinal rib 1 is connected by connection fixture with bottom plate 3；The longitudinal rib 1 is parallel across direction with plate
Setting.
1 cross sectional shape of longitudinal rib includes S type, c-type, Z-type, Σ type.As shown in figure 4, on 1 web of longitudinal rib
The shape in hole 2 includes triangle, circle, rectangular and diamond shape.More specifically, 2 part of hole of 1 web of longitudinal rib and web
Be detached from, be partially connected with web, formation side plate, the side plate bend inwards at connected component position with web it is vertical or at
Certain angle is simultaneously directed toward plate across interior.
As shown in Fig. 2, the longitudinal rib 1 is provided with support ribs 4 in 5 position lay-down location of beam along its length, it is described
Support ribs 4 is placed on the beam 5, and the support ribs 4 makes the longitudinal rib 1 keep continuity in 5 position of beam.It is described
Support ribs 4 is made for cold-forming shapes.
As shown in figure 5, the connector 8 is the connector 8 of self threading pin, bolt, nailing or other forms.The bottom plate 3
For fiber cement board, plank.As shown in fig. 6, the connector 8 arranges the S-type arrangement of 1 length direction of rib along longitudinal direction.The company
The spacing of fitting 8 is arranged according to calculating force request or construction.
The above is only a preferred embodiment of the present invention, does not play the role of any restrictions to the present invention.Belonging to any
Those skilled in the art, in the range of not departing from technical solution of the present invention, to the invention discloses technical solution and
Technology contents make the variation such as any type of equivalent replacement or modification, belong to the content without departing from technical solution of the present invention, still
Within belonging to the scope of protection of the present invention.
Claims (10)
1. a kind of aperture clod wash rib superimposed sheet, which is characterized in that including bottom plate (3), longitudinal rib (1) and connector (8)；The bottom
Longitudinal rib (1) is equidistantly distributed in bottom plate (3) width direction on plate (3)；The longitudinal rib (1) is rushed on its web to be had
The hole (2) of even distribution；Passing through floors reinforcing bar or pipeline are used in the hole (2)；The longitudinal rib (1) sets with the bottom plate (3)
The two sides of Yu Liang (5) and interconnection, the longitudinal rib (1) are connected by connection fixture with bottom plate (3)；The longitudinal rib
(1) it is arranged in parallel with plate across direction.
2. aperture clod wash rib superimposed sheet according to claim 1, which is characterized in that longitudinal rib (1) the cross sectional shape packet
Include S type, c-type, Z-type, Σ type.
3. aperture clod wash rib superimposed sheet according to claim 1, which is characterized in that the hole on longitudinal rib (1) web
(2) shape includes triangle, circle, rectangular and diamond shape.
4. aperture clod wash rib superimposed sheet according to claim 1, which is characterized in that the hole (2) of longitudinal rib (1) web
Part is detached from web, is partially connected with web, and side plate is formed, and the side plate bends inwards and use abdomen at connected component position
Plate is vertical or angled and is directed toward plate across interior.
5. aperture clod wash rib superimposed sheet according to claim 1, which is characterized in that the longitudinal rib (1) is along its length
In beam (5) position, lay-down location is provided with support ribs (4), and the support ribs (4) is placed on the beam (5), the branch
Seat ribs (4) makes the longitudinal rib (1) keep continuity in beam (5) position.
6. aperture clod wash rib superimposed sheet according to claim 5, which is characterized in that the support ribs (4) is clod wash
Profile is made.
7. aperture clod wash rib superimposed sheet according to claim 1, which is characterized in that connector (8) arrangement is along longitudinal direction
The S-type arrangement of rib (1) length direction.
8. aperture clod wash rib superimposed sheet according to claim 1, which is characterized in that the bottom plate (3) includes fibre cement
Plate, plank.
9. aperture clod wash rib superimposed sheet according to claim 1, which is characterized in that the connector (8) is self threading pin, spiral shell
The connector (8) of bolt, nailing or other forms.
10. aperture clod wash rib superimposed sheet according to claim 1, which is characterized in that the spacing of the connector (8) according to
Calculate force request or construction arrangement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811626871.9A CN109537789A (en) | 2018-12-28 | 2018-12-28 | A kind of aperture clod wash rib superimposed sheet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811626871.9A CN109537789A (en) | 2018-12-28 | 2018-12-28 | A kind of aperture clod wash rib superimposed sheet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109537789A true CN109537789A (en) | 2019-03-29 |
Family
ID=65857864
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811626871.9A Pending CN109537789A (en) | 2018-12-28 | 2018-12-28 | A kind of aperture clod wash rib superimposed sheet |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109537789A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080447A (en) * | 2019-05-29 | 2019-08-02 | 上海欧本钢结构有限公司 | A kind of excellent floor of included split heads rest |
| CN110469025A (en) * | 2019-08-30 | 2019-11-19 | 哈尔滨鸿盛建筑材料制造股份有限公司 | A kind of lifting exempts to tear floor substrate and composite structure open |
| CN110616839A (en) * | 2019-09-02 | 2019-12-27 | 吉林建筑大学 | Preparation method of concrete laminated slab bottom plate based on light steel keels and cement boards |
| CN111648513A (en) * | 2020-05-19 | 2020-09-11 | 中建七局(上海)有限公司 | Corrugated steel web honeycomb beam floor bearing plate and manufacturing method and using method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201151972Y (en) * | 2007-12-20 | 2008-11-19 | 同济大学 | Trapezoid corrugated web H profiled bar composite girder |
| KR20130028395A (en) * | 2011-09-09 | 2013-03-19 | 재단법인 포항산업과학연구원 | Strucutres of steel-concrete composite borad and composite bridge and construction method thereof |
| CN103031917A (en) * | 2012-12-31 | 2013-04-10 | 清华大学建筑设计研究院有限公司 | Reinforced concrete prefabricated laminated slab with truss rib |
| CN205476063U (en) * | 2016-04-01 | 2016-08-17 | 山东万斯达建筑科技股份有限公司 | Recess of buckling shape steel sheet formula superimposed sheet component |
| CN106013596A (en) * | 2016-06-10 | 2016-10-12 | 华北理工大学 | Prestressed reinforced concrete laminated slab with broken rib and manufacturing method thereof |
| CN108468401A (en) * | 2018-03-20 | 2018-08-31 | 昆明理工大学 | A kind of prefabricated band is put more energy into the concrete floor of light gauge cold-formed steel shape rib and its superimposed sheet of making |
| CN209942006U (en) * | 2018-12-28 | 2020-01-14 | 上海欧本钢结构有限公司 | Perforated cold-bending rib laminated plate |
-
2018
- 2018-12-28 CN CN201811626871.9A patent/CN109537789A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201151972Y (en) * | 2007-12-20 | 2008-11-19 | 同济大学 | Trapezoid corrugated web H profiled bar composite girder |
| KR20130028395A (en) * | 2011-09-09 | 2013-03-19 | 재단법인 포항산업과학연구원 | Strucutres of steel-concrete composite borad and composite bridge and construction method thereof |
| CN103031917A (en) * | 2012-12-31 | 2013-04-10 | 清华大学建筑设计研究院有限公司 | Reinforced concrete prefabricated laminated slab with truss rib |
| CN205476063U (en) * | 2016-04-01 | 2016-08-17 | 山东万斯达建筑科技股份有限公司 | Recess of buckling shape steel sheet formula superimposed sheet component |
| CN106013596A (en) * | 2016-06-10 | 2016-10-12 | 华北理工大学 | Prestressed reinforced concrete laminated slab with broken rib and manufacturing method thereof |
| CN108468401A (en) * | 2018-03-20 | 2018-08-31 | 昆明理工大学 | A kind of prefabricated band is put more energy into the concrete floor of light gauge cold-formed steel shape rib and its superimposed sheet of making |
| CN209942006U (en) * | 2018-12-28 | 2020-01-14 | 上海欧本钢结构有限公司 | Perforated cold-bending rib laminated plate |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080447A (en) * | 2019-05-29 | 2019-08-02 | 上海欧本钢结构有限公司 | A kind of excellent floor of included split heads rest |
| CN110469025A (en) * | 2019-08-30 | 2019-11-19 | 哈尔滨鸿盛建筑材料制造股份有限公司 | A kind of lifting exempts to tear floor substrate and composite structure open |
| CN110616839A (en) * | 2019-09-02 | 2019-12-27 | 吉林建筑大学 | Preparation method of concrete laminated slab bottom plate based on light steel keels and cement boards |
| CN111648513A (en) * | 2020-05-19 | 2020-09-11 | 中建七局(上海)有限公司 | Corrugated steel web honeycomb beam floor bearing plate and manufacturing method and using method thereof |
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