CN212317328U - Sloping roof tile hanging structure with solar panel support - Google Patents
Sloping roof tile hanging structure with solar panel support Download PDFInfo
- Publication number
- CN212317328U CN212317328U CN202021639658.4U CN202021639658U CN212317328U CN 212317328 U CN212317328 U CN 212317328U CN 202021639658 U CN202021639658 U CN 202021639658U CN 212317328 U CN212317328 U CN 212317328U
- Authority
- CN
- China
- Prior art keywords
- steel bars
- steel
- tile
- tile hanging
- reinforcing steel
- 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.)
- Active
Links
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/10—Photovoltaic [PV]
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/40—Solar thermal energy, e.g. solar towers
- Y02E10/47—Mountings or tracking
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The utility model discloses a sloping roof tile hanging structure with solar panel support, which comprises a sloping panel with a building roof concrete structure, a waterproof layer, a heat preservation layer, a wave-shaped waterproof board and a roof tile are sequentially paved on the sloping panel, a tile hanging grid formed by high-altitude transverse tile hanging reinforcing steel bars is arranged on the wave-shaped waterproof board, the roof tile is lapped and hung on the transverse tile hanging reinforcing steel bars of the grid, the solar panel is fixed on the roof tile through a support mounting frame, upright reinforcing steel bars are arranged on the sloping panel, the upright reinforcing steel bars are implanted and fixed on the sloping panel through drilling on the sloping panel, the upright reinforcing steel bars penetrate out from the waterproof layer, the heat preservation layer and the wave-shaped waterproof board, the transverse tile hanging reinforcing steel bars of the tile hanging grid are welded and fixed on the penetrated upright reinforcing steel bars, the utility model uses the reinforcing steel bars of the implanted reinforcing steel bars to fix the transverse galvanized steel tile hanging reinforcing steel, the reinforced concrete foundation pier in the traditional process is eliminated, the installation is firmer, and the water resistance is simpler.
Description
Technical Field
The utility model relates to a sloping roof tile hanging structure with solar panel supports.
Background
The solar heat collection engineering is built by utilizing the top area of the building, the irradiated sunlight is not shielded, the construction land is not occupied, and the solar heat collection engineering has economic and social benefits. However, for the construction of solar heat collectors on tile-hanging sloping roofs, the traditional process is to reserve reinforced concrete piers as the installation foundation of the solar heat collectors during the construction of the sloping roof structures. However, the reserved reinforced concrete pier makes the roof structure become complicated, the number of the detail nodes of the roof waterproof layer is increased, the processing difficulty is high, and the hidden danger of leakage exists. Meanwhile, the difficulty of subsequent tile hanging construction is increased. This drawback severely limits the development of the industry.
Disclosure of Invention
The utility model aims to provide a sloping roof tile hanging structure with a solar panel support; the steel frame structure is used for replacing a reserved reinforced concrete pier, so that the solar heat collector on the tile-hanging sloping roof is more firmly installed and is more simple in water resistance.
In order to realize the purpose, the technical scheme of the utility model is that: a sloping roof tile hanging structure with a solar panel support comprises a sloping panel of a building roof concrete structure, a waterproof layer, a heat preservation layer, a corrugated waterproof board and roof tiles are sequentially paved on the sloping panel, tile hanging grids formed by high-altitude transverse tile hanging reinforcing steel bars are arranged on the corrugated waterproof board, the roof tiles are transversely and longitudinally arranged and hung on the transverse tile hanging reinforcing steel bars of the grids in a lap joint manner, the solar panel is fixed on the roof tiles through a support mounting frame, upright reinforcing steel bars are arranged on the sloping panel and implanted and fixed on the sloping panel through drilling holes on the sloping panel, the upright reinforcing steel bars penetrate out of the waterproof layer, the heat preservation layer and the corrugated waterproof board, the transverse tile hanging reinforcing steel bars of the tile hanging grids are welded and fixed on the penetrated upright reinforcing steel bars, the support mounting frame comprises a plurality of longitudinal beams for fixing the solar panel, the longitudinal beams are supported and fixed on the transverse tile, the connecting piece includes two angle steels of horizontal and vertical setting, and two angle steels pass through the bar connecting plate and connect, and the horizontal angle steel of connecting piece is fixed with horizontal string tile steel bar connection, and under the roof tile was arranged in to the connecting plate side from the horizontal angle steel side in rear end, the connecting plate front end stretches out from the overlap joint end of two roof tiles front and back overlap joint, and vertical angle steel setting is at the end that stretches out of connecting plate front end, solar panel supports the longeron of mounting bracket and fixes on vertical angle steel.
The scheme is further as follows: and the upright steel bars penetrate through the penetration points of the waterproof layer, the heat insulation layer and the corrugated waterproof board and are sealed by asphalt cement for waterproof treatment.
The scheme is further as follows: the upright steel bars are threaded steel bars with the diameter not less than 12 mm.
The scheme is further as follows: the transverse tile hanging steel bar is an angle steel, a channel steel or a square steel cylinder, and the transverse angle steel of the connecting piece is fixedly connected with the angle steel, the channel steel or the square steel cylinder through screws.
The scheme is further as follows: an inclined shear type support is arranged between the longitudinal beam of the support mounting frame and the longitudinal beam and used for reinforcing and preventing deformation.
The utility model has the advantages that: the galvanized steel transverse tile hanging reinforcing steel bars are fixed by the steel bars with embedded bars, and the solar mounting frame and the transverse tile hanging reinforcing steel bars are connected by the connecting pieces, so that a reinforced concrete foundation pier in the traditional process is eliminated, and the installation is firmer and waterproof and simpler.
According to the utility model discloses the construction method construction of formulating has avoided traditional mounting process when the construction of slope roofing structural slab, reserves reinforced concrete foundation pier, and construction process is loaded down with trivial details, and the location degree of difficulty is big, the waterproof condition that can not effectively be closed. And waterproof node treatment is preferentially carried out, so that the leakage hidden danger of a roof waterproof layer can not be caused due to the waterproof nodes of the concrete foundation piers. The solar steel frame is simple and convenient and quick to install, the workload of concrete foundation piers, waterproof additional layers and waterproof nodes is reduced, and the construction progress is accelerated. After the inspection in rainy season, compared with the traditional process, the anti-seepage effect is remarkable, and the method can be popularized in a large scale.
The present invention will be described in detail with reference to the accompanying drawings and examples.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a schematic view of the structure of the connecting member of the present invention;
FIG. 3 is a schematic view of the mounting structure of the connector of the present invention;
FIG. 4 is a schematic view of the structure of the upright steel bar through the waterproof layer treated by sealant;
fig. 5 is the structural schematic diagram of the upright reinforcing steel bar penetrating wave-shaped waterproof board processing structure for sealant.
Detailed Description
The utility model provides a sloping roof tile hanging structure with solar panel supports, as shown in figure 1, figure 2 and figure 3, sloping roof tile hanging structure with solar panel supports includes building roof concrete structure slope panel 7, waterproof layer 6 has been laid in proper order on the slope panel, heat preservation 8, wave form waterproof board 9 and roofing tile 10, be provided with upright reinforcing bar 5 that erects on the slope panel, upright reinforcing bar 5 is fixed on the slope panel through drilling implantation on the slope panel, upright reinforcing bar is from the waterproof layer, the heat preservation, the wave form waterproof board is worn out, the structure is still including setting up in support mounting bracket longeron 2 of 3 lower parts of solar collector, support mounting bracket longeron 2 is connected fixedly through connecting piece 1 and horizontal tile hanging reinforcing bar 4. The transverse tile hanging reinforcing steel bars 4 are fixed with the upright reinforcing steel bars 5 which are uniformly distributed on the contour line of the sloping roof, the transverse tile hanging reinforcing steel bars 4 with the same height form a tile hanging grid, the roof tiles 10 are transversely and longitudinally arranged and lapped on the transverse tile hanging reinforcing steel bars 4 of the grid, and the upright reinforcing steel bars 5 are threaded reinforcing steel bars with the diameter not less than 12mm which are inserted into the sloping panel 7 of the concrete structure of the building roof. The drilling depth of the vertical steel bars 5 in the concrete structure slope panel 7 is more than or equal to 8cm, the vertical steel bars 5 need to penetrate through the wave crest of the wave-shaped waterproof board 9, and the distance between the vertical steel bars 5 and the direction parallel to the ridge is not more than 800 mm. A leveling layer, a waterproof layer 6, a heat preservation layer 8 and a corrugated waterproof board 9 are sequentially paved between the concrete structure slope panel 7 and the transverse tile hanging reinforcing steel bar 4, and the exposed end of the vertical reinforcing steel bar 5 penetrates through the waterproof layer 6, the heat preservation layer 8 and the corrugated waterproof board 9. And waterproof detail node treatment is carried out on the joint of the upright steel bars 5, the waterproof layer 6 and the corrugated waterproof board 9. The waterproof detail joint treatment is shown in fig. 3 and 4, and comprises that the vertical steel bars 5 pass through a waterproof coiled material on a waterproof layer 6 and are coated with asphalt cement at the coating point 601, and pass through a corrugated waterproof plate 9 and are coated with weather-proof sealant at the coating point 901. Wherein, the upright steel bar 5 passes through the wave crest of the wave-shaped waterproof board 9, and when the width of the gap between the upright steel bar 5 and the wave-shaped waterproof board 9 is less than 3mm, the gap is directly plugged by weather-resistant sealant; when the width of the gap is larger than 3mm, the gap is firstly plugged by using foaming glue and then plugged by using weather-resistant sealant. The lapping of the wave-shaped waterproof plate 9 along the water direction is more than or equal to 100mm, and the transverse lapping is not less than a complete wave crest; the upper and lower rows of longitudinal lap seams of the wave-shaped waterproof board 9 are staggered by 1/3-1/2 breadth. The support mounting bracket is including many longerons 2 of fixed solar panel, longeron 2 supports through connecting piece 1 to be fixed on horizontal string tile reinforcing bar 4, the connecting piece is shown including horizontal and vertical setting two angle steel 101, 102 in fig. 2, two angle steels pass through bar connecting plate 103 to be connected, the horizontal angle steel 101 and the horizontal string tile reinforcing bar 4 of connecting piece are connected fixedly, as shown in fig. 1 and fig. 3, connecting plate 103 is placed under the roofing tile 10 from the horizontal angle steel 101 side of rear end, the connecting plate 103 front end stretches out from the lapped overlap joint end in two roofing tiles 10 front and back, vertical angle steel 102 sets up the end that stretches out at the connecting plate front end, longeron 2 that solar panel supported the mounting bracket is fixed on vertical angle steel 102. The transverse angle steel 101 is downwards hung and buckled on the transverse tile hanging steel bar 4, and the top surface of the transverse angle steel 101 of the connecting piece is provided with a connecting hole 104 matched with the transverse tile hanging steel bar self-tapping screw. The vertical angle iron 102 is upwarped and is connected with the longitudinal beam 2 of the support mounting frame through a bolt in the connecting hole 105. An inclined scissors type support 11 is arranged between the longitudinal beams of the support mounting frame and used for reinforcing and preventing deformation, the width of the scissors type support is 2-3m, and the longitudinal distance is 6-8 m.
The embodiment fixes the galvanized steel horizontal tile hanging reinforcing steel bars 4 by the implanted vertical reinforcing steel bars 5, and then the connecting pieces are connected with the solar panel support mounting frame and the horizontal tile hanging reinforcing steel bars 4, so that the solar panel support mounting frame is supported by the connecting pieces, and the connecting pieces can not damage roof tiles and do not influence the normal lap joint of the roof tiles. The structure cancels a reinforced concrete foundation pier in the traditional process, and has firmer installation and simpler water prevention.
Wherein: and the upright steel bars penetrate through the penetration points of the waterproof layer, the heat insulation layer and the corrugated waterproof board and are sealed by asphalt cement for waterproof treatment. The transverse tile hanging steel bar is an angle steel, a channel steel or a square steel cylinder, and the transverse angle steel of the connecting piece is fixedly connected with the angle steel, the channel steel or the square steel cylinder through screws.
The construction method formulated according to the sloping roof tile hanging structure with the solar panel support comprises the following steps: the method comprises the steps of laying a waterproof layer, a heat preservation layer, a corrugated waterproof board and roof tiles on a slope panel of a concrete structure of a building roof in sequence, wherein the roof tiles are transversely and longitudinally arranged and lapped on transverse tile hanging reinforcing steel bars of a tile hanging grid, a solar panel is fixed on the roof tiles through a supporting and mounting frame, the supporting and mounting frame comprises a plurality of longitudinal beams for fixing the solar panel, the longitudinal beams are supported and fixed on the transverse tile hanging reinforcing steel bars through connecting pieces, after the waterproof layer is laid, firstly bar planting for supporting the transverse tile hanging steel plate bars is carried out, upright reinforcing steel bars are implanted into the slope panel of the concrete structure, after the bar planting is finished, the waterproof layer, the heat preservation layer and the corrugated waterproof board are laid, after the corrugated waterproof board is laid, the transverse tile hanging reinforcing steel bars are welded on the extended upright reinforcing steel bars to form the tile hanging grid, and the connecting pieces, then lay the roofing tile, the connecting piece includes two angle steels of horizontal and vertical setting, and two angle steels pass through the bar connecting plate and connect, and the horizontal angle steel of connecting piece is fixed with horizontal string tile steel bar connection, and the roofing tile of laying is played the connecting plate from the horizontal angle steel side of rear end and is covered, and the lapped overlap joint end stretches out around two roofing tiles at the connecting plate front end, and vertical angle steel setting forms solar panel support mounting bracket at the end that stretches out of connecting plate front end, fixes the longeron on vertical angle steel.
Confirm perpendicular ridge direction bar planting position according to roofing tile model on the waterproof layer surface, use the drill bit of the equal diameter of upright reinforcing bar with the implantation according to the bar planting position and beat the bar planting hole, the bar planting hole stretches into in the concrete structure slope panel, the degree of depth is greater than 80mm, the downthehole dust of air pump clearance after the drilling finishes, insert immediately after pouring into asphalt cement and apply paint the upright reinforcing bar of anti-rust paint with a brush, upright reinforcing bar is the twisted steel bar that the diameter is not less than 12mm, the bar planting in-process is inserted according to single direction limit commentaries on classics limit, until reaching the regulation degree of depth, upright reinforcing bar passes the broken point of waterproof layer and carries out node water-proof treatment with asphalt.
Before laying the waterproof layer, carry out surface cleaning to the pitched roof structural layer earlier, the thick DS mortar of 20mm at least of reuse makes level to make the circular arc with the edges and corners structure on the pitched roof, then apply paint waterproof layer base oil with a brush, treat the base oil solvent volatilization back, do waterproof additional layer in pitched roof flue, the waterproof weak department of blast pipe, waterproof additional layer edge width is not less than 250mm, returns on along flue, blast pipe roof projecting object and is no less than 450 mm.
The lap joint of the corrugated waterproof plate along the water direction is more than or equal to 100mm, and the transverse lap joint is not less than a complete wave crest; the vertical lap joints of the upper row and the lower row of the corrugated waterproof boards are staggered by 1/3-1/2 breadth, and the vertical steel bars penetrate out of the breaking points from the corrugated waterproof boards to be subjected to joint waterproof treatment by asphalt cement.
The heat preservation layer is laid by adopting heat preservation plates, adjacent plates are spliced in a staggered joint mode, and gaps among the plates are embedded and filled compactly by adopting similar materials.
The specific construction method comprises the following steps:
step one, foundation construction: firstly, cleaning the surface of a slope roof structure layer, leveling by using 20mm thick DS mortar, and making a corner structure on the slope roof into an arc;
and step two, waterproof layer construction: firstly, coating waterproof layer bottom oil, after a bottom oil solvent is volatilized, making waterproof additional layers at waterproof weak positions such as a sloping roof flue, an exhaust pipe and the like, wherein the edge width of each waterproof additional layer is not less than 250mm, and the thickness of the waterproof additional layer returns to be not less than 450mm along roof protrusions such as the flue, the exhaust pipe and the like; finally, paving a self-adhesive waterproof roll with the thickness of 4mm comprehensively;
thirdly, accurately positioning and paying off: determining the position of a bar planting in the direction vertical to the ridge direction according to the type of the roof tile, determining the position of the bar planting in the direction parallel to the ridge direction according to the wave crest position of the corrugated waterproof plate, and accurately paying off, wherein the distance between two adjacent bar planting position points in the direction parallel to the ridge direction is not more than 800 mm;
fourthly, planting the steel bars: use and the drill bit of planting the muscle isodiametric diameter to beat the bar hole according to the unwrapping wire position, in the bar hole stretches into the structural layer concrete, the degree of depth is greater than 80mm, and the downthehole dust of air pump clearance after the drilling finishes, insert the bar planting of applying paint anti-rust paint with a brush immediately after pouring into the bar planting glue, bar planting in-process is according to the unilateral limit and changes the limit and insert, and until reaching the regulation degree of depth, the bar planting passes the destruction point of waterproof layer and carries out the node with the asphalt cement and handle.
Fifthly, mounting the heat insulation plate: the roofing heat-insulating board is laid by adopting a point frame method to be pasted, the heat-insulating layer is laid to be flat, the adjacent boards are spliced in a staggered joint mode, and gaps between the boards are embedded and filled compactly by adopting similar materials.
Sixthly, installing a corrugated waterproof plate: the wave-shaped waterproof board is laid from the eaves gutter to the ridge direction, the pull-through line of the wave-shaped waterproof board at the bottom row extends into the eaves gutter by 40-50 mm, the ridge, the sewer and other parts are closed by self-adhesive waterproof coiled materials, the width is 600mm, each side is 300mm, the width of the pipeline, the smoke duct and the vertical surface of the root of the wall body are 250mm above the finished building surface, the plane laying width is 250mm, and the waterproof position is damaged to perform waterproof detail node treatment;
seventhly, transversely hanging tile reinforcing steel bars: transversely hang tile reinforcing bar and be on a parallel with ridge direction installation and pre-buried bar planting full weld and be connected, the welding seam department is polished and is handled and apply paint with a brush the anti-rust paint, after the installation is accomplished, is scissors formula support between the horizontal tile reinforcing bar of hanging on parallel installation steelframe basis:
eighth, connecting the connecting piece: the space between the connecting piece and the direction parallel to the ridge and the space between the connecting piece and the direction vertical to the ridge are determined according to the specifications of the solar system units, the transverse angle steel of the connecting piece is lapped on the transverse tile hanging steel bar made of galvanized steel, a rubber pad is additionally arranged in a gap between the angle steel and the transverse tile hanging steel bar, then the angle steel and the transverse tile hanging steel bar are fixed by adopting a self-tapping screw, and a strip-shaped connecting plate in the connecting piece penetrates through the tile gap to be lapped on a roof tile and is fixedly connected with the;
ninth, roof tile installation: the roof tiles are installed from the eaves gutter to the ridge direction, the bottommost row of roof tiles are connected with the transverse tile hanging reinforcing steel bars through self-tapping screws, the tiles are installed in parallel to the ridge during installation, and the width of the tiles is staggered from 1/3 to 1/2;
tenth step, the solar mounting rack is installed: the vertical angle steel of the connecting piece is connected with the mounting rack at the lower part of the solar heat collector;
eleventh, a cross brace is arranged between the mounting frames and is made of galvanized flat steel with the thickness of 4mm, the width of the cross brace is 2-3m, one cross brace is arranged at a longitudinal interval of 6-8m, and the joint of the cross brace and the mounting frames is fully welded;
and step ten, installing the solar heat collector and the pipeline thereof.
Wherein:
and (5) constructing the base layer of the pitched roof.
In the step 2, the thickness of the DS mortar is not more than 20mm, and the internal and external corners of the flue, the exhaust pipe and the like on the roof are in circular arcs; the waterproof additional layer in the step 4 is arranged at the edge of the sloping roof, the ridge, the connecting edge of the sloping roof and the flue, the connecting edge of the exhaust pipe and the outer edge of the flue and the like, and the width of the waterproof additional layer is not less than 250 mm; and 5, the thickness of the SBS modified asphalt waterproof coiled material is not less than 4 mm. And after the construction of the structural layer, the leveling layer and the waterproof layer is finished according to the standard requirement and the acceptance is qualified, the next procedure can be carried out.
And (3) accurately positioning and paying off and planting the steel bars in the step 6: when the tiles are hung, the tiles need to be constructed upwards from a low elevation, the distance between the transverse tile hanging reinforcing steel bars and the direction perpendicular to the ridge is determined by the specification of the roof tiles, and the embedded bars need to penetrate through the wave crest of the corrugated waterproof plate and are not more than 800mm in the direction parallel to the ridge; determining the concrete position of the embedded steel bar according to the construction principle, the specifications and the sizes of the roof tile and the corrugated waterproof board, and thus accurately positioning and paying off; the step of planting the steel bars comprises:
1, the drilling depth of the planted bar is more than or equal to 8cm, dust in the hole must be cleaned by an air pump after the drilling is finished, and the next procedure construction can be carried out after the hole diameter, the hole depth and the dust in the hole are ensured.
2, after the bar planting is processed, the bar must be coated with antirust paint for antirust treatment.
3, immediately inserting the embedded bars after injecting the embedded bar glue, and inserting the embedded bars while rotating in a single direction until the specified depth is reached.
And 4, carrying out a drawing test 72 hours after the bar planting is finished, and carrying out the next procedure construction after the drawing is qualified.
And 5, the embedded steel bars penetrate through the waterproof layer, the root parts of the embedded steel bars are subjected to node treatment by using asphalt cement, and the surfaces of the asphalt cement are full, smooth and crack-free.
6, water spraying test: after the waterproof node treatment is finished, continuous water spraying test is carried out for two hours, then the indoor top plate is observed, and next procedure construction can be carried out without leakage.
Detailed description of step 7: constructing a heat insulation layer, wherein the roofing heat insulation plate is laid and is adhered by adopting a point frame method, the heat insulation layer is laid smoothly, adjacent plates are spliced in a staggered joint mode, and gaps between the plates are filled and filled compactly by adopting similar materials;
laying a waterproof roll of a corrugated waterproof board and a waterproof layer:
1, the wave form waterproof board begins to lay to the ridge direction from the eaves gutter, and the wave form waterproof board of arranging at the bottom draws through the line, guarantees in the same direction as straight and stretch into 40-50 mm in the eaves gutter.
2, the lapping of the wave-shaped waterproof plate along the water direction is more than or equal to 100mm, and the transverse lapping is not less than a complete wave crest. The vertical lap seams of the upper row and the lower row are staggered from 1/3-1/2 breadth, and can not be made into through seams.
3, when the waterproof board is laid at the position of the sewer, the pull wire is cut by a cutting machine along the direction of the sewer, and the straightness of the cut section is ensured.
And 4, pre-typesetting when the corrugated waterproof board is laid, determining the punching position at the wave crest, wherein the punching position is slightly larger than the diameter of the steel bar.
And 5, closing the ridge, the sulcus and the like by using self-adhesive waterproof rolls, wherein the width of the self-adhesive waterproof rolls is 600mm, and each side of the self-adhesive waterproof rolls is 300 mm.
And 6, adopting a self-adhesive waterproof coiled material to turn over 250mm above the building finish surface on the vertical surfaces of the pipeline, the smoke duct and the wall root, and paving the surface with the width of 250 mm.
7, the embedded steel bars penetrate through the wave crest of the corrugated waterproof plate, and when the width of a gap is less than or equal to 3mm, the gap is directly plugged by weather-resistant sealant; when the width of the gap is larger than 3mm, the gap is firstly filled with foaming glue and then is plugged with weather-proof sealant.
The steps 8 to 12 are explained in detail, the transverse tile hanging steel bar is galvanized steel transverse tile hanging steel bar, and the process of installing the galvanized steel transverse tile hanging steel bar and the solar energy installation rack comprises the following steps:
1, installing galvanized steel transverse tile hanging reinforcing steel bars, wherein the transverse tile hanging reinforcing steel bars are parallel to the ridge direction, and the distance between the transverse tile hanging reinforcing steel bars is the longitudinal length of a roof tile minus the lap joint length of an upper tile and a lower tile.
And 2, fully welding the exposed ends of the transverse tile hanging steel bars and the embedded steel bars, polishing the welding seams and coating antirust paint.
3, after the installation is finished, the transverse tile hanging reinforcing steel bars are longitudinally in a parallel relation, a lattice system is not formed, a cross brace needs to be arranged between the transverse tile hanging reinforcing steel bars which are installed in parallel, the cross brace is made of galvanized flat steel with the thickness of 4mm, the width of the cross brace is 2-3m, the longitudinal distance is 6-8m, the cross brace and the transverse tile hanging reinforcing steel bars are fully welded and fixed, the welding seams are full and uniform, and anti-rust paint is coated.
And 4, connecting the connecting piece, wherein the connecting piece is formed by welding 50 × 30 × 5mm galvanized angle steel and 50 × 5mm thick flat steel, and the welding seam position needs to be polished flat and coated with anti-rust paint. The specification and the size of the connecting piece are determined according to the specification of the roof tile, 4 bolt holes are formed in the connecting part of the connecting piece and the transverse tile hanging steel bar, the aperture is 8mm, the distance between the holes is 80mm, and the distance between the end hole and the edge is 20 mm. The parallel ridge direction of connecting piece and perpendicular ridge direction interval are confirmed according to solar energy system unit specification, and the horizontal angle steel of connecting piece is taken on the horizontal string tile reinforcing bar of galvanized steel, and the gap between angle steel and the horizontal string tile reinforcing bar adds establishes the rubber pad, then adopts 4 self tapping screws (M4.8 x 40) and horizontal string tile reinforcing bar fixed, and the bar connecting plate in the connecting piece passes the tile seam and takes on the roofing tile, makes the vertical angle steel of connecting piece protrusion roofing tile 200 mm.
Description of installation of roof tiles:
1, roofing tile begins to install to the ridge direction from the eaves gutter, and the line is drawn through to the roof tile of arranging at the bottom, guarantees in the same direction as straight and stretch into 50-70 mm of eaves gutter, prevents rainwater refluence (eaves).
2, the roof tiles are connected with the transverse tile hanging steel bars by self-tapping screws, the tiles are installed in parallel to the ridge during installation, the width of the tiles is 1/3-1/2 in a left-right staggered mode, tile tenon falling grooves, tile feet are firmly hung, tile heads are arranged in line, and the phenomena of corner warping and opening are avoided.
Solar mount installation
1, the solar energy mounting bracket is fixed with the connecting piece through a bolt in a longitudinal and transverse mode, and the longitudinal and transverse angle steel support is connected through the bolt.
And 2, the water storage device and the heat collecting pipes are firmly fixed with the longitudinal and transverse angle steel brackets through bolts.
3, set up the scissors formula of second way and support between adjacent solar energy mounting bracket, scissors formula supports and transversely hangs used material specification unanimous on the tile reinforcing bar, sets up the direction the same, prevents that the solar collector plane from rocking.
Claims (5)
1. A sloping roof tile hanging structure with a solar panel support comprises a sloping panel of a building roof concrete structure, a waterproof layer, a heat preservation layer, a corrugated waterproof board and roof tiles are sequentially paved on the sloping panel, tile hanging grids formed by high-altitude transverse tile hanging reinforcing steel bars are arranged on the corrugated waterproof board, the roof tiles are transversely and longitudinally arranged and hung on the transverse tile hanging reinforcing steel bars of the grids in a lap joint manner, and the solar panel is fixed on the roof tiles through a support mounting frame. The connecting piece includes two angle steels of horizontal and vertical setting, and two angle steels pass through the bar connecting plate and connect, and the horizontal angle steel of connecting piece is fixed with horizontal string tile steel bar connection, and under the roof tile was arranged in to the connecting plate side from the horizontal angle steel side in rear end, the connecting plate front end stretches out from the overlap joint end of two roof tiles front and back overlap joint, and vertical angle steel setting is at the end that stretches out of connecting plate front end, solar panel supports the longeron of mounting bracket and fixes on vertical angle steel.
2. The pitched roof tile hanging structure according to claim 1, wherein the upright steel bars pass through the penetration points of the waterproof layer, the insulating layer and the corrugated waterproof board and are sealed by asphalt cement for waterproof treatment.
3. The pitched roof tile structure according to claim 1, wherein the upright steel bars are twisted steel bars with a diameter not less than 12 mm.
4. The pitched roof tile hanging structure according to claim 1, wherein the transverse tile hanging steel bars are angle steel, channel steel or a square steel cylinder, and the transverse angle steel of the connecting piece is fixedly connected with the angle steel, the channel steel or the square steel cylinder through screws.
5. The pitched roof tile hanging structure according to claim 1, wherein an inclined scissor type support is arranged between the longitudinal beams of the support mounting frame and is used for reinforcing and preventing deformation.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202021639658.4U CN212317328U (en) | 2020-08-10 | 2020-08-10 | Sloping roof tile hanging structure with solar panel support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202021639658.4U CN212317328U (en) | 2020-08-10 | 2020-08-10 | Sloping roof tile hanging structure with solar panel support |
Publications (1)
Publication Number | Publication Date |
---|---|
CN212317328U true CN212317328U (en) | 2021-01-08 |
Family
ID=74035285
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202021639658.4U Active CN212317328U (en) | 2020-08-10 | 2020-08-10 | Sloping roof tile hanging structure with solar panel support |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN212317328U (en) |
-
2020
- 2020-08-10 CN CN202021639658.4U patent/CN212317328U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101845857B (en) | Metal mesh built-in insulating outer wall and construction method thereof | |
CN111734126B (en) | Single-curved-surface fair-faced concrete textured roof template system and construction method thereof | |
CN106284857A (en) | A kind of construction technology of aluminium sheet roofing standing-seam system | |
CN110847513A (en) | Roofing system structure | |
CN110821023A (en) | Villa flat tile large-gradient inclined roof construction method | |
CN113374295A (en) | Old steel-wood structure roof truss dismantling and rebuilding construction method | |
CN111809951A (en) | Prefabricated assembled water pool and assembling method | |
CN108286341B (en) | Anti-cracking steel mesh template structure at joint of different substrate materials and construction method using same | |
CN106939671A (en) | Metal sandwich roof plate construction method | |
CN110792233A (en) | Construction method of large aluminum-magnesium-manganese decorative roof panel | |
CN112726898B (en) | Water-proof heat-insulating system for exposed brick exterior wall and construction method | |
CN212317328U (en) | Sloping roof tile hanging structure with solar panel support | |
CN109057189A (en) | A kind of flashing construction method and handling device | |
CN109577565B (en) | Slope roof construction method adopting large-span hyperbolic high-wave profiled steel sheet | |
CN111809803A (en) | Sloping roof tile hanging structure with solar panel support and construction method thereof | |
CN111335352B (en) | Positioning and waterproof integrated construction method for roof solar foundation buttress | |
CN207092318U (en) | A kind of steel structure keel builds the outer Curtain Wall of brick by laying bricks or stones | |
CN210987319U (en) | Novel constant-vegetable non-Xinjiang heat storage module sunlight greenhouse | |
CN112196212B (en) | Solid stone decorative column attached to outer wall and construction method thereof | |
CN212358796U (en) | Combined roof for emergency engineering | |
CN210597802U (en) | Flat change slope roofing node structure | |
CN114525943A (en) | Single-layer masonry rural house seismic reinforcement construction method under limited conditions | |
CN106939699A (en) | The construction method of side zinc plated steel plate waterproof layer in a kind of open ceramic plate curtain wall | |
CN210508077U (en) | Roof waterproof structure | |
CN210738078U (en) | Slope roof formwork system for multiple slopes |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |