CN210508081U - Roof waterproof insulation structure - Google Patents

Roof waterproof insulation structure Download PDF

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Publication number
CN210508081U
CN210508081U CN201921158865.5U CN201921158865U CN210508081U CN 210508081 U CN210508081 U CN 210508081U CN 201921158865 U CN201921158865 U CN 201921158865U CN 210508081 U CN210508081 U CN 210508081U
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drainage
layer
groove
cross
waterproof
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CN201921158865.5U
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王进
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Anhui Jianyuan Decoration Engineering Co Ltd
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Anhui Jianyuan Decoration Engineering Co Ltd
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Abstract

The utility model relates to a roofing waterproof insulation structure, including the roof layer, the roof layer on foam concrete layer, waterproof layer and protective layer have set gradually from bottom to top, waterproof layer and protective layer between be provided with drainage layer, foam concrete layer upper surface constitute by at least one inclined plane, drainage layer from top to bottom is drainage net and drainage sheet layer respectively, the cross section of drainage sheet layer equals rather than the foam concrete layer upper surface size at place, the cross section size of drainage net equals with the cross section size of drainage sheet layer, the drainage groove has been seted up on the upper surface of drainage sheet layer, the cross section of drainage groove equals with the cross section size of drainage net, the drainage net is fixed to be set up in the drainage inslot. The drainage net can be fine adsorb the rainwater, make the rainwater that permeates the protective layer collect to the drainage inslot to make the rainwater that permeates between protective layer and the waterproof layer discharge that can be more quick.

Description

Roof waterproof insulation structure
Technical Field
The utility model relates to a building roof structure's technical field especially relates to a roof waterproof insulation structure.
Background
The development of socioeconomic buildings has promoted the rapid rise of various buildings, and the requirements on the performance of the buildings are higher and higher, and the construction form of the building roof is changed along with the requirements on the performance. Because the surface of the roof structure has poor flatness, a leveling layer must be constructed on the roof structure for water resistance and heat preservation construction; when the roof needs to be drained by using the slope, a slope finding layer must be constructed on the roof structure before waterproof and heat-preservation construction. The common method at present is to directly lay a foam concrete layer on a roof structure, wherein the bottom surface of the foam concrete layer is directly attached to the roof structure layer, and the top surface of the foam concrete layer is arranged into a slope. And then paving a waterproof layer on the slope surface, and finally paving a protective layer on the upper side of the waterproof layer. Because the foam concrete can be well matched with the top surface of the roof structure which is not flat when being poured, and the upper surface can be set into a smooth slope surface, the function of leveling and slope finding is realized, meanwhile, the foam concrete also has a good heat preservation effect, and is simple and convenient to lay.
However, in such a structure, when raining, rainwater easily permeates through the protective layer, flows to between the protective layer and the waterproof layer, and rainwater remained between the protective layer and the waterproof layer cannot be well discharged, so that the protective layer is always in a soaked state, the protective layer easily falls off, and the service life of the whole roof structure is affected.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a can be convenient for draw forth and the roof waterproof insulation structure of draining away the intraformational rainwater of infiltration protection.
The above object of the present invention can be achieved by the following technical solutions: a roof waterproof and heat-insulating structure comprises a roof layer, wherein a foamed concrete layer, a waterproof layer and a protective layer are sequentially arranged on the roof layer from bottom to top, a drainage layer is arranged between the waterproof layer and the protective layer, the upper surface of the foam concrete layer is composed of at least one inclined plane, the drainage layer is divided into a plurality of blocks, and the group number on drainage layer equals with the inclined plane quantity of foam concrete upper surface, every inclined plane on concrete upper surface all corresponds a drainage layer, the drainage layer is drainage net and drainage sheet layer from top to bottom respectively, the cross section on drainage sheet layer equals rather than the foam concrete layer upper surface size at place, the cross section size on drainage net equals with the cross section size on drainage sheet layer, the drainage groove has been seted up on the upper surface on drainage sheet layer, the cross section in drainage groove equals with the cross section size on drainage net, the drainage net is fixed to be set up in the drainage inslot.
Through adopting above-mentioned technical scheme, when the rainwater permeates the protective layer, the drainage net can be fine adsorb the rainwater, make the rainwater that permeates the protective layer collect to in the drainage groove net. Moisture in the drainage net is collected towards the lower one side of roofing along the drainage groove to finally follow the edge of roofing and drain away the rainwater. The rainwater that permeates between protective layer and the waterproof layer can more quick discharge, and the polylith drainage layer can be fine covers whole roofing, and the effect of drainage is better.
The utility model discloses further set up to: the drainage groove is formed by a plurality of branch grooves in a staggered mode, the drainage net is composed of a plurality of branch lines, the cross section of each branch groove is in a major arc shape, and the cross section of each branch groove is smaller than that of each branch line.
Through adopting above-mentioned technical scheme, when establishing drainage inslot with drainage net inlay, drainage net still has partial structure to reveal in the outside of drainage groove to can be better adsorb the rainwater of infiltration protective layer, and improved the rainwater exhaust speed of infiltration protective layer.
The utility model discloses further set up to: drainage tank has been seted up on the side that drainage sheet layer and roofing edge are adjacent, drainage tank sets up along the roofing edge, and drainage tank leans on the inboard to have seted up the outlet.
Through adopting above-mentioned technical scheme, when the rainwater that permeates the protective layer flows to the edge of roofing along the drainage tank, can flow to the water drainage tank in and collect, finally concentrate the discharge in the outlet, the effect of drainage is better.
The utility model discloses further set up to: the drainage plate layer comprises unit plates, the unit plates are arranged on the same inclined plane of the upper surface of the foam concrete layer in a rectangular array mode, the cross sections of the unit plates are rectangular, a group of opposite sides in the unit plates are parallel to the horizontal plane, one side in the group of opposite sides is the side with the higher height of the unit plates, and the other side is the side with the lower height of the unit plates.
Through adopting above-mentioned technical scheme, set whole drainage sheet layer to polylith cell board, when laying the drainage sheet layer, it is easier and convenient, be convenient for construct.
The utility model discloses further set up to: the side of the unit plate with lower height and the side of the unit plate with higher height are both fixedly provided with lapping plates, the sum of the thicknesses of the two lapping plates is equal to the thickness of the unit plate, and the length of the lapping plates is equal to the length of the side of the unit plate parallel to the horizontal plane.
Through adopting above-mentioned technical scheme, will be about two simple establishments of cell board be in the same place, when having rainwater to flow through the position department of overlap joint board along the drainage groove, between two adjacent cell boards about the rainwater is difficult for the infiltration, and then between difficult infiltration drainage sheet layer and the foam concrete layer, make the rainwater that permeates the protective layer can more complete be discharged.
The utility model discloses further set up to: the lap joint plate on the side with the lower height of the unit plate is positioned at the upper end of the side, and the lap joint plate on the side with the higher height of the unit plate is positioned at the lower end of the side.
Through adopting above-mentioned technical scheme, when the rainwater flowed to between two bridging plates along the gap between two bridging plates, the rainwater can be saved the bridging plate upside on the high lower cell board. Can be through the broad that sets up the width of overlap joint board, make the rainwater be difficult for between infiltration drainage sheet layer and the foam concrete layer from between two overlap joint boards.
The utility model discloses further set up to: the high side of overlap joint plate height on seted up the drainage through-hole, the drainage through-hole is located in this side with the adjacent position department of overlap joint plate of this side, the other end of drainage through-hole is located the drainage inslot of this cell board upper surface, and is located the drainage inslot and be close to the one end with the lower limit of cell board.
Through adopting above-mentioned technical scheme, when the rainwater flowed to between two bridging plates along the gap between two bridging plates, the rainwater can flow to the cell board in be close to the drainage inslot on lower limit through drawing the circulation hole, can be better discharge the rainwater.
The utility model discloses further set up to: the side face, attached to each other, of the left and right adjacent two cell plates is provided with a filling groove, the filling groove is located in the side face, away from one side of the roof layer, and a sealant is filled between the filling groove and the left and right adjacent two cell plates.
Through adopting above-mentioned technical scheme, sealed glue is fine sealed live about the gap between two adjacent cell boards, and through filling the groove, has increased the width of sealed gluey top surface, and sealed effect is better. If the horizontal edges are filled with the sealant, rainwater is easily blocked by the sealant, so that rainwater is accumulated in a groove formed between the sealant and the cell plate, the drainage efficiency is reduced, and the phenomenon is not easy to occur between the left edge and the right edge, so that the vertical edges are filled with the sealant.
To sum up, the utility model discloses a beneficial technological effect does:
1. the drainage net can well adsorb rainwater, so that the rainwater penetrating through the protective layer is collected into the drainage groove, and the rainwater penetrating between the protective layer and the waterproof layer can be discharged more quickly;
2. the whole drainage plate layer is formed by combining a plurality of cell plates, so that the drainage plate layer is easier and more convenient to lay and is convenient to construct.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is an enlarged schematic view of portion A of FIG. 1;
FIG. 3 is a schematic structural view of a portion of the drainage layer;
FIG. 4 is an enlarged schematic view of portion B of FIG. 3;
FIG. 5 is a schematic view showing the connection between two unit plates adjacent to each other on the left and right sides;
fig. 6 is an enlarged schematic view of a portion C in fig. 5.
Reference numerals: 1. a roof layer; 11. a foamed concrete layer; 12. a waterproof layer; 13. a protective layer; 2. a drainage layer; 21. a drainage plate layer; 22. a drainage network; 23. a drainage groove; 24. a water discharge tank; 25. a water drain hole; 3. a unit plate; 31. a lap plate; 32. a drainage through hole; 33. filling the groove; 34. and (7) sealing the glue.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1 and 2, a roof waterproof and heat insulation structure comprises a roof layer 1, wherein a multilayer structure is arranged on the upper side of the roof layer 1, and comprises a foam concrete layer 11, a waterproof layer 12, a drainage layer 2 and a protective layer 13 from bottom to top. The cross section of the roof layer 1 is square, the top surface of the foamed concrete layer 11 is divided into two parts, the dividing line is a line formed by connecting the middle points of the shorter two sides of the two opposite sides of the roof layer 1, each top surface of the foamed concrete layer 11 is an inclined plane, one side of the inclined plane close to the dividing line is the highest side, and the other side of the inclined plane far away from the dividing line is the lowest side. The drainage layer 2 is also divided into two drainage layers, each drainage layer 2 is provided with a foam concrete top surface corresponding to the drainage layer, and the cross section of each drainage layer 2 is equal to the cross section of the corresponding foam concrete top surface.
As shown in fig. 3 and 4, the drainage sheet 2 (shown in fig. 2) is divided into a drainage sheet layer 21 and a drainage net 22, the drainage sheet layer 21 is composed of a plurality of unit plates 3, and the unit plates 3 are arranged on the upper surface of the foamed concrete layer 11 in a rectangular array. A drainage groove 23 is formed in one side, away from the foam concrete layer 11, of the drainage plate layer 21, and the drainage groove 23 is formed by a plurality of branch grooves in a staggered mode; the drainage net 22 is composed of a plurality of branch lines, and the drainage net 22 is embedded in the drainage groove 23. The square surrounded by the branch grooves is in a rhombus shape, the lengths of two diagonal lines of the rhombus are different, and one longer diagonal line is vertical to the side edge of the unit plate 3 which is parallel to the horizontal edge. The cross section of the branch groove is in a major arc shape, and the cross section of the branch line is larger than that of the branch groove. The drainage net 22 has a partial structure exposed outside the drainage grooves 23, so that rainwater penetrating through the protective layer 13 can be better adsorbed, and the rainwater drainage speed penetrating through the protective layer 13 is improved. Drainage channel 24 has been seted up on drainage sheet layer 21 upper surface, and drainage channel 24 is located drainage sheet layer 21 and is close to the side department that foam concrete layer 11 is far from the parting line. The drain groove 24 is parallel to the side and has the same length as the side. The drainage groove 24 is connected with the drainage groove 23, and the bottom surface of the drainage groove 24 is provided with a drainage hole 25. When rainwater penetrating through the protective layer 13 flows to the edge of the roof along the drainage grooves 23, the rainwater flows into the drainage grooves 24 and is collected, and finally is drained from the drainage holes 25 in a centralized manner, so that the drainage effect is better.
As shown in fig. 5 and 6, the strap 31 is integrally formed on both the higher side and the lower side of the unit panel 3, and the thickness of the strap 31 is equal to half of the thickness of the unit panel 3. The strap 31 on the side where the height of the cell plate 3 is high is located at the upper end of the side, and the strap 31 on the side where the height of the cell plate 3 is low is located at the lower end of the side. The length of the strap 31 is equal to the length of the side to which it is attached. A row of drainage through holes 32 are formed in the side face, with the higher height, of the unit plate 3, and the straight line, where the opening of the row of drainage through holes 32 is located, of the side face coincides with the straight line formed by connecting the midpoints of the two shorter sides of the side face. The other end of the drainage through hole 32 is positioned in the drainage groove 23 of the unit plate 3 near the lower edge of the unit plate 3. When rainwater flows to between two bridging plates 31 along the gap between two bridging plates 31, the rainwater can flow to the cell plate 3 in being close to the drainage groove 23 on lower limit through drainage through hole 32 in, can be better discharge the rainwater. Filling grooves 33 are formed in the left side and the right side of the upper surface cotton of the unit plate 3, and the depth of each filling groove 33 is smaller than half of the thickness of the unit plate 3. The sealant 34 is filled between the two adjacent left and right unit plates 3 and the filling groove 33. The sealant 34 can well seal the gap between the two adjacent left and right cell plates 3, and the width of the top surface of the sealant 34 is increased through the filling groove 33, so that the sealing effect is better. If the sealant 34 is filled in the horizontal sides, since the surface of the sealant 34 is likely to be recessed after solidification, rainwater is likely to accumulate in the grooves on the upper surface of the sealant 34, and the drainage efficiency is reduced, so that the horizontal sides are not filled with the sealant 34.
When raining, the rainwater permeates protective layer 13, flows to drainage layer 2 department, and drainage net 22 can be fine adsorb the rainwater to adsorb the rainwater that permeates protective layer 13 in drainage groove 23, and flow along drainage groove 23 downstream, discharge in the last outlet 25 from drainage groove 24. When rainwater permeates between the two adjacent upper and lower bridging plates 31, the rainwater can be stored between the lower bridging plate 31 and the unit plate 3 and flows into the drainage groove 23 along the drainage through hole 32. And two left and right adjacent overlapping plates 31 are sealed by sealant 34, so that rainwater is not easy to penetrate between the two left and right adjacent overlapping plates 31.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.

Claims (8)

1. The utility model provides a roofing waterproof insulation structure, includes roof covering (1), roof covering (1) on have set gradually foam concrete layer (11), waterproof layer (12) and protective layer (13) from bottom to top, its characterized in that: a drainage layer (2) is arranged between the waterproof layer (12) and the protective layer (13), the upper surface of the foam concrete layer (11) is composed of at least one inclined plane, the drainage layer (2) is divided into a plurality of blocks, and the group number of drainage layer (2) equals with the inclined plane quantity of foam concrete upper surface, every inclined plane of concrete upper surface all corresponds drainage layer (2), drainage layer (2) from top to bottom are drainage net (22) and drainage sheet layer (21) respectively, the cross section of drainage sheet layer (21) equals rather than foam concrete layer (11) upper surface size at place, the cross section size of drainage net (22) equals with the cross section size of drainage sheet layer (21), drainage groove (23) have been seted up on the upper surface of drainage sheet layer (21), the cross section of drainage groove (23) equals with the cross section size of drainage net (22), drainage net (22) are fixed to be set up in drainage groove (23).
2. The roof waterproof and heat-insulating structure according to claim 1, characterized in that: the drainage groove (23) is formed by a plurality of branch grooves in a staggered mode, the drainage net (22) is composed of a plurality of branch lines, the sections of the branch grooves are in a major arc shape, and the cross sections of the branch grooves are smaller than the cross sections of the branch lines.
3. The roof waterproof and heat-insulating structure according to claim 1, characterized in that: drainage channel (24) have been seted up on drainage sheet layer (21) and the adjacent side edge in roofing edge, drainage channel (24) set up along the roofing edge, and drainage hole (25) have been seted up to drainage channel (24) inboard.
4. The roof waterproof and heat-insulating structure according to claim 1, characterized in that: the drainage plate layer (21) comprises unit plates (3), the unit plates (3) which are positioned on the same inclined plane of the upper surface of the foam concrete layer (11) are arranged in a rectangular array mode, the cross sections of the unit plates (3) are rectangular, a group of opposite sides in the unit plates (3) are parallel to the horizontal plane, one side in the group of opposite sides is the side with the higher height of the unit plate (3), and the other side is the side with the lower height of the unit plate (3).
5. The roof waterproof and heat-insulating structure according to claim 4, characterized in that: the cell plate (3) all be fixed on the lower side of height and the higher side of height and be provided with bridging plate (31), the thickness sum of two bridging plates (31) equals the thickness of cell plate (3), the length of bridging plate (31) equals with the length of side that cell plate (3) is on a parallel with the horizontal plane.
6. The roof waterproof and heat-insulating structure according to claim 5, characterized in that: the lap joint plates (31) on the side surfaces with lower height of the unit plates (3) are positioned at the upper ends of the side surfaces, and the lap joint plates (31) on the side surfaces with higher height of the unit plates (3) are positioned at the lower ends of the side surfaces.
7. The roof waterproof and heat-insulating structure according to claim 6, characterized in that: the high higher side of bridging plate (31) seted up drainage through hole (32), drainage through hole (32) are located in this side with the bridging plate (31) adjacent position department of this side, the other end of drainage through hole (32) is located drainage groove (23) of this cell board (3) upper surface, and is located in drainage groove (23) be close to with the one end on the lower limit of cell board (3).
8. The roof waterproof and heat-insulating structure according to claim 4, characterized in that: two adjacent cell boards (3) have seted up on the side of laminating each other about and filled groove (33), filled groove (33) are arranged in one side of keeping away from roof covering (1) in this side, all are filled between two adjacent cell boards (3) about and filled groove (33) and have sealed glue (34).
CN201921158865.5U 2019-07-20 2019-07-20 Roof waterproof insulation structure Active CN210508081U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921158865.5U CN210508081U (en) 2019-07-20 2019-07-20 Roof waterproof insulation structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921158865.5U CN210508081U (en) 2019-07-20 2019-07-20 Roof waterproof insulation structure

Publications (1)

Publication Number Publication Date
CN210508081U true CN210508081U (en) 2020-05-12

Family

ID=70584649

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921158865.5U Active CN210508081U (en) 2019-07-20 2019-07-20 Roof waterproof insulation structure

Country Status (1)

Country Link
CN (1) CN210508081U (en)

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