CN206016098U - Without top cover forestair - Google Patents
Without top cover forestair Download PDFInfo
- Publication number
- CN206016098U CN206016098U CN201620902385.5U CN201620902385U CN206016098U CN 206016098 U CN206016098 U CN 206016098U CN 201620902385 U CN201620902385 U CN 201620902385U CN 206016098 U CN206016098 U CN 206016098U
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- CN
- China
- Prior art keywords
- forestair
- top cover
- step plate
- angle steel
- layer
- 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.)
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 45
- 239000010959 steel Substances 0.000 claims abstract description 45
- 239000010410 layer Substances 0.000 claims abstract description 34
- 238000009413 insulation Methods 0.000 claims abstract description 22
- 238000011065 in-situ storage Methods 0.000 claims abstract description 19
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 19
- 239000011241 protective layer Substances 0.000 claims abstract description 13
- 239000004567 concrete Substances 0.000 claims description 15
- 239000004568 cement Substances 0.000 claims description 6
- 239000004576 sand Substances 0.000 claims description 6
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 239000011701 zinc Substances 0.000 claims description 3
- 229910052725 zinc Inorganic materials 0.000 claims description 3
- 239000002344 surface layer Substances 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 239000002245 particle Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 16
- 238000010276 construction Methods 0.000 abstract description 8
- 238000009434 installation Methods 0.000 description 4
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002372 labelling Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Landscapes
- Building Environments (AREA)
Abstract
The utility model discloses without top cover forestair, it includes multiple step plates (1) being connected with each other, step plate (1) is L-shaped precast rc slab, is provided with cast-in-situ steel reinforced concrete swash plate (2) below step plate (1)；The upper surface of cast-in-situ steel reinforced concrete swash plate (2) is disposed with screed-coat (3), heat-insulation layer (4), waterproof layer (5) and protective layer (6) from the bottom up, is provided with space (7) between protective layer (6) and step plate (1)；Angle steel rest (8) is provided with space (7), and described step plate (1) is located on angle steel rest (8) top surface.This utility model can not only convenient construction, improve waterproof effect, also have low cost, high insulating effect and safety good.
Description
Technical field
This utility model be related to a kind of without top cover forestair, particularly a kind of good water-proof effect without the outdoor building of top cover
Ladder.
Background technology
Due to being affected by limit for height, moulding etc., exist in designing at present and lead to the staircase of roofing in a large number and cannot do top cover, ladder
Directly exceedingly high, the as half-headed forestair of section.Even it is incubated to do waterproof to this kind of forestair, existing general place
Reason method is that, using the outer waterproof of painting type on the step plate of stair, waist slab bottom is incubated with thermal insulation mortar.But, due to building
The step plate turnover of ladder is more, inconvenience of not only constructing, and waterproof effect is poor；The thermal insulation mortar at plate bottom is easily peeled off, and is not only protected
Temp effect is undesirable, also there is potential safety hazard, affects the life of habitant.Therefore, existing forestair has construction not
Just the problem that, waterproof effect is poor, heat insulation effect is undesirable and safety is undesirable.
Utility model content
The purpose of this utility model is, there is provided one kind is without top cover forestair.This utility model conveniently can not only be applied
Work, improves waterproof effect, also has high insulating effect and safety good.
The technical solution of the utility model：Without top cover forestair, including multiple step plates being connected with each other, step plate is
L-shaped precast rc slab, is provided with cast-in-situ steel reinforced concrete swash plate below step plate；Cast-in-situ steel reinforced concrete
The upper surface of swash plate is disposed with screed-coat, heat-insulation layer, waterproof layer and protective layer from the bottom up, between protective layer and step plate
It is provided with space；Angle steel rest is provided with space, and the step plate is located on angle steel rest top surface.
In the aforesaid forestair without top cover, the both sides of the cast-in-situ steel reinforced concrete swash plate are provided with armored concrete
Flange, angle steel rest side are fixedly connected with armored concrete flange by nailing.
In the aforesaid forestair without top cover, heat-insulation layer is provided between the armored concrete flange and step plate and is turned over
Side, is provided with waterproof layer flange in heat-insulation layer flange.
In the aforesaid forestair without top cover, the upper and lower ends of the cast-in-situ steel reinforced concrete swash plate are respectively connected with rest and put down
Platform, half space are provided with gutter.
In the aforesaid forestair without top cover, the plate top surface of marking time is provided with building coats.
During aforesaid one kind is without top cover forestair, the screed-coat is the 1 of 20 thickness:3 cement sand beds；Protective layer is 20
Thick 1:2.5 cement sand bed.
In the aforesaid forestair without top cover, the angle steel rest surface is provided with zinc coat, angle steel rest be provided with multiple,
Every grade of step plate two ends respectively arrange two angle steel rests.
Compared with prior art, this utility model improve existing without top cover forestair structure, by arranging " L " shape
Precast rc slab as step plate, assembled after being carried by lifting during in-site installation, not only easy construction, and
And mark time relative to conventional cast-in-situ steel reinforced concrete and can also reduce concrete amount, reduces cost；Meanwhile, by arranging position
Heat-insulation layer and waterproof layer between step plate and cast-in-situ steel reinforced concrete swash plate is incubated and waterproof, it is to avoid conventional waterproof face
Layer carries out multiple bending with step plate, not only easy construction, additionally it is possible to lift integrity and the water resistance of waterproof layer, improves
Waterproof effect, can reach I grade of waterproof of buildings waterproof grade, and prevent heat-insulation layer from peeling off, improve heat insulation effect and peace
Quan Xing；The location and installation that step plate can be facilitated by space and angle steel rest, further facilitates construction.Additionally, this practicality is new
Type can facilitate the installation of angle steel rest, further facilitate construction by arranging nailing and armored concrete flange；By arranging
Heat-insulation layer flange can coordinate heat-insulation layer to play heat insulation effect, effectively prevent cold-heat bridge；Waterproof layer is coordinated by waterproof layer flange
Waterproof effect is played, waterproof effect is further improved；Can facilitate draining by gutter is arranged on half space, prevent from accumulating
Water phenomenon.Therefore, this utility model can not only convenient construction, improve waterproof effect, also have low cost, high insulating effect and
The good advantage of safety.
Description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is sectional view of the present utility model；
Fig. 3 is the structural representation of half space.
Labelling in accompanying drawing for：1- step plates, 2- cast-in-situ steel reinforced concrete swash plates, 3- screed-coats, 4- heat-insulation layers, 5- waterproofs
Layer, 6- protective layers, 7- spaces, 8- angle steel rests, 9- armored concrete flange, 10- nailings, 11- heat-insulation layer flange, 12- waterproofs
Layer flange, 13- half spaces, 14- gutters, 15- building coats.
Specific embodiment
This utility model is further described with reference to embodiment, but is not intended as to this utility model restriction
Foundation.
Embodiment.Without top cover forestair, constitute as shown in Figure 1, 2, 3, including multiple step plates 1 being connected with each other, step on
Step plate 1 is L-shaped precast rc slab, and the lower section of step plate 1 is provided with cast-in-situ steel reinforced concrete swash plate 2；Cast-in-place
The upper surface of armored concrete swash plate 2 is disposed with screed-coat 3, heat-insulation layer 4, waterproof layer 5 and protective layer 6 from the bottom up, protects
Space 7 is provided between sheath 6 and step plate 1；Angle steel rest 8 is provided with space 7,8 top surface of angle steel rest is connected with step plate 1
Connect.
The both sides of the cast-in-situ steel reinforced concrete swash plate 2 are provided with armored concrete flange 9, and 8 side of angle steel rest leads to
Cross nailing 10 to be fixedly connected with armored concrete flange 9.Insulation is provided between the armored concrete flange 9 and step plate 1
Layer flange 11, is provided with waterproof layer flange 12 in heat-insulation layer flange 11.The upper and lower ends of the cast-in-situ steel reinforced concrete swash plate 2 are equal
Half space 13 is connected with, half space 13 is provided with gutter 14.1 top surface of the step plate is provided with building coats 15.Institute
Screed-coat 3 is stated for the 1 of 20 thickness:(i.e. the ratio of cement and sand is 1 to 3 cement sand beds:3, thickness is 20mm)；Protective layer 6 is
The 1 of 20 thickness:2.5 cement sand bed.8 surface of angle steel rest is provided with zinc coat, and angle steel rest 8 is provided with multiple, and per grade is stepped on
1 two ends of step plate respectively arrange two angle steel rests 8.
Operation principle：During construction, according to stairway specifications at the scene or prefabricated in advance " L " shape of factory prefabricated reinforced concrete
Plate as step plate 1, according to on-site hoisting transporting capacity, can be with per grade or multistage step plate 1 is as a prefabricated component；Then existing
The one piece of cast-in-situ steel reinforced concrete swash plate 2 of slope in-situ casting of field according to stair, and set at 2 two ends of cast-in-situ steel reinforced concrete swash plate
Half space 13 is put, and gutter 14 is set on half space 13；Then once lay on cast-in-situ steel reinforced concrete swash plate 2 levelling
Layer 3, heat-insulation layer 4, waterproof layer 5 and protective layer 6, and one section of space 7 is reserved between 1 installation site of protective layer 6 and step plate；?
Angle steel rest 8 is installed in space 7, angle steel rest 8 is fixed on armored concrete flange 9 by nailing 10, and (armored concrete is turned over
Side 9 is alternatively conventional stair side structural elements) on, the two ends of every grade of 1 bottom surface of step plate are respectively mounted 2 angle steel rests 8；So
Afterwards prefabricated 1 block-by-block of step plate is placed on angle steel rest 8, and leveling of aliging；Finally, build in the laying of 1 upper surface of step plate
Surface layer is built, is formed and is completely marked time.
Claims (7)
1. without top cover forestair, it is characterised in that：Including multiple step plates (1) being connected with each other, step plate (1) is in " L "
The precast rc slab of shape, is provided with cast-in-situ steel reinforced concrete swash plate (2) below step plate (1)；Cast in place reinforced bar coagulation
The upper surface of native swash plate (2) is disposed with screed-coat (3), heat-insulation layer (4), waterproof layer (5) and protective layer (6) from the bottom up,
Space (7) is provided between protective layer (6) and step plate (1)；Angle steel rest (8), the step plate are provided with space (7)
(1) it is located on angle steel rest (8) top surface.
2. according to claim 1 without top cover forestair, it is characterised in that：Cast-in-situ steel reinforced concrete swash plate (2)
Both sides be provided with armored concrete flange (9), angle steel rest (8) side is by nailing (10) and armored concrete flange
(9) it is fixedly connected.
3. according to claim 2 without top cover forestair, it is characterised in that：Armored concrete flange (9) and step on
It is provided between step plate (1) in heat-insulation layer flange (11), heat-insulation layer flange (11) and is provided with waterproof layer flange (12).
4. according to claim 1 without top cover forestair, it is characterised in that：Cast-in-situ steel reinforced concrete swash plate (2)
Upper and lower ends be respectively connected with half space (13), half space (13) is provided with gutter (14).
5. according to claim 1 without top cover forestair, it is characterised in that：Step plate (1) top surface is provided with to be built
Build surface layer (15).
6. according to claim 1 without top cover forestair, it is characterised in that：Screed-coat (3) are the 1 of 20 thickness:3 water
Silt particle pulp layer；Protective layer (6) is the 1 of 20 thickness:2.5 cement sand bed.
7. according to any claim in claim 1 to 6 without top cover forestair, it is characterised in that：The angle steel
Rest (8) surface is provided with zinc coat, and angle steel rest (8) is provided with multiple, and every grade of step plate (1) two ends arrange two angle steel
Support (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620902385.5U CN206016098U (en) | 2016-08-18 | 2016-08-18 | Without top cover forestair |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620902385.5U CN206016098U (en) | 2016-08-18 | 2016-08-18 | Without top cover forestair |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206016098U true CN206016098U (en) | 2017-03-15 |
Family
ID=58249273
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620902385.5U Active CN206016098U (en) | 2016-08-18 | 2016-08-18 | Without top cover forestair |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206016098U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106223555A (en) * | 2016-08-18 | 2016-12-14 | 浙江绿城建筑设计有限公司 | A kind of without top cover forestair |
-
2016
- 2016-08-18 CN CN201620902385.5U patent/CN206016098U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106223555A (en) * | 2016-08-18 | 2016-12-14 | 浙江绿城建筑设计有限公司 | A kind of without top cover forestair |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |