CN204626735U - Pitched roof adjustable tile system - Google Patents
Pitched roof adjustable tile system Download PDFInfo
- Publication number
- CN204626735U CN204626735U CN201520313692.5U CN201520313692U CN204626735U CN 204626735 U CN204626735 U CN 204626735U CN 201520313692 U CN201520313692 U CN 201520313692U CN 204626735 U CN204626735 U CN 204626735U
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- Prior art keywords
- steel
- batten
- roof
- support member
- pitched roof
- Prior art date
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 72
- 239000010959 steel Substances 0.000 claims abstract description 72
- 239000004567 concrete Substances 0.000 claims abstract description 14
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 6
- 238000004078 waterproofing Methods 0.000 abstract description 20
- 238000010276 construction Methods 0.000 abstract description 15
- 238000012423 maintenance Methods 0.000 abstract description 2
- 238000009413 insulation Methods 0.000 description 13
- 238000003466 welding Methods 0.000 description 11
- 239000000463 material Substances 0.000 description 9
- 239000011083 cement mortar Substances 0.000 description 8
- 230000002787 reinforcement Effects 0.000 description 7
- 238000000034 method Methods 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 239000003973 paint Substances 0.000 description 3
- 239000004793 Polystyrene Substances 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- 239000011324 bead Substances 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 239000011152 fibreglass Substances 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 239000011440 grout Substances 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 229920002223 polystyrene Polymers 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 238000010079 rubber tapping Methods 0.000 description 2
- 239000000565 sealant Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000003723 Smelting Methods 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000000205 computational method Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000004209 hair Anatomy 0.000 description 1
- 230000002209 hydrophobic effect Effects 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000011325 microbead Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The utility model relates to a kind of pitched roof adjustable tile system, comprise steel work, support member, counter batten and batten, support member is fixed on steel work, and counter batten is installed between supports by spacing, to be connected on counter batten batten perpendicular to counter batten, tile is fixed on batten.The steel work of reinforced concrete structure pitched roof tiled roof refers to pre-buried or is anchored in the steel plate of pitched roof concrete structure, and support member is the corner brace be welded on steel plate.Steel plate is provided with the adjustment installing hole of elongated hole as dowel or bolt, vertically in corner brace has the adjustment installing hole of elongated hole as bolt.The steel work of steel roof truss roofing refers to steel roof truss girder, and support member is the C-type steel purlin be welded on steel roof truss girder.The utility model can accelerate speed of application can ensure construction quality again, save artificial, reduce costs, decrease construction level, do not destroy waterproofing course, tile hanging layer and roof structure is connected firmly, waterproofing course convenient maintenance and replacement.
Description
Technical field
The utility model relates to building structure, specifically a kind of pitched roof adjustable tile system.
Background technology
The villa of present partial high-level residential building and low layer adopts tiled roof, and traditional tile roofing construction divides wet tiling and cladding watt, and wet-laid process increases roofing deadweight needs embedded bar to destroy the bad guarantee of quality of waterproof layer; Tradition dry-hanging method adopts wood batten and angle steel batten usually; wood tile hanging and angle steel tile hanging are all that secondary is fixed on fish tail and waterproof layer and cannot is effectively connected with original structure and destroys waterproofing course; watt be fixed on batten with iron nail or copper wire; in durability and quality unreliable and construction is got up the many speed of applications of operation slow, the size of pitched roof, shape are difficult to hold.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of pitched roof adjustable tile system, thus reduces construction level, accelerates speed of application, does not destroy waterproofing course.
For solving above technical problem, the technical solution adopted in the utility model is:
A kind of pitched roof adjustable tile system, comprise steel work, support member, counter batten and batten, support member is fixed on steel work, and counter batten is installed between supports by spacing, to be connected on counter batten batten perpendicular to counter batten, tile is fixed on batten.
As preferred technical scheme, the steel work of reinforced concrete structure pitched roof tiled roof refers to pre-buried or is anchored in the steel plate of pitched roof concrete structure, and support member is the corner brace be welded on steel plate.
As preferred technical scheme, described steel plate is provided with the adjustment installing hole of elongated hole as dowel or bolt, vertically in corner brace has the adjustment installing hole of elongated hole as bolt.
As the preferred technical scheme of another kind, it is characterized in that: the steel work of steel roof truss roofing refers to steel roof truss girder, support member is the C-type steel purlin be welded on steel roof truss girder.
Pitched roof adjustable tile system described in the utility model, durable firm adjustable tile hanging system is combined into built-in fitting, corner brace and counter batten, change construction method and the construction level of traditional tiled roof, speed of application can be accelerated and can ensure construction quality again, save artificial, reduce costs, decrease construction level, do not destroy waterproofing course, tile hanging layer and roof structure is connected firmly, waterproofing course convenient maintenance and replacement.Be applicable to the tile hanging of tile hanging for reinforced concrete structure pitched roof tiled roof and steel roof truss roofing.
Accompanying drawing explanation
Fig. 1 is batten and counter batten and floor connected node drawing.
Fig. 2 is the A-A sectional drawing of Fig. 1.
Fig. 3 is that adjustable pitched roof tile hanging skeleton ridge counter batten connects drawing.
Fig. 4 is adjustable pitched roof counter batten roofing tile hanging faces end head plugging drawing.
Fig. 5 is roofing tile hanging structural system section drawing.
Fig. 6 is that pre-embedded steel slab is connected drawing with corner brace.
Fig. 7 is steel roof truss tile hanging structural system drawing.
In figure, 1-pitched roof concrete structure, 2-steel plate, 3-corner brace, 4-counter batten, 5-insulation layer, 6-waterproofing course, 7-batten, 8-tile, 9-cement mortar screeding layer, 10-overcoat, 11-steel roof truss girder, 12-C section steel purlin, 13-crab-bolt, 14-aluminum veneer.
Detailed description of the invention
As shown in Figure 1, 2, a kind of pitched roof adjustable tile system described in the utility model, comprise steel work, support member, counter batten 4 and batten 7, support member is fixed on steel work, counter batten 4 is installed between supports by spacing, to be connected on counter batten 4 batten 7 perpendicular to counter batten 4, as shown in Figure 4,5, tile 8 is fixed on batten 7.Steel work when being applicable to reinforced concrete structure pitched roof tiled roof refers to pre-buried or is anchored in the steel plate 2 of pitched roof concrete structure 1, and support member is the corner brace 3 be welded on steel plate.Steel plate 2 is provided with the adjustment installing hole of elongated hole as dowel or bolt, carries out position adjustment according to side-play amount, ensures that steel plate is in length and breadth on same position.Vertically in corner brace 3 have the adjustment installing hole of elongated hole as bolt, by regulate highly guarantee counter batten in same level.
As shown in Figure 7, steel work when being applicable to steel roof truss roofing refers to steel roof truss girder 11, and support member is the C-type steel purlin 12 be welded on steel roof truss girder 11.
Below to be applicable to the work progress that reinforced concrete structure pitched roof tiled roof illustrates the utility model tile hanging system.
1. technological principle
The utility model, in conjunction with the construction level of modern stone curtain wall and the stress frame structure of curtain wall and the feature of potlery tile and roofing insulation waterproofing course, becomes adjustable steel frame tile hanging structure with zinc-plated square tube or zinc-plated channel-section steel, the zinc-plated corner brace of elongated hole, steel plate combination.When constructing roof structure, pre-embedded steel slab 2(is as thickness of slab >=120mm; anchor plate 2 after available crab-bolt 13; then on steel plate 2, corner brace 3 is welded; counter batten 4 is arranged in corner brace 3 by the spacing that Force Calculation draws; now counter batten 4 can regulate height according to the thickness of the gradient of roofing and insulation layer 5, cement mortar screeding layer 9; after waterproofing course 6, topping, insulation layer 5 have been constructed; size according to tile 8 welds batten 7 on counter batten 4, finally will watt to be fixed on batten 7 with the tapping screw of belt glue pad.
2. technological process:
As shown in Figure 6, calculate pre-buried spacing → pre-embedded steel slab 2 → cast pitched roof concrete of counter batten spacing determination pre-embedded steel slab → do pitched roof cement mortar screeding layer 9 → install corner brace 3 → install counter batten 4 → adjustment counter batten 4 height, the gradient fixes counter batten 4 → do roofing heat-insulating layer 5 → lay self-adhesion waterproofing course 6 → install batten 7 → install tile 8 → thin portion to close up.
As shown in Figure 5, as adopted rear anchor plate technological process following ━ ━ ━ to pour into a mould the spacing of pitched roof concrete → calculatings counter batten 4 spacing determination anchor plate 2 → fix counter batten 4 → do roofing heat-insulating layer 5 → lay self-adhesion waterproofing course 6 → install batten 7 → install tile 8 → carefully portion's closing in by crab-bolt 13 fixation steel plate 2 → do pitched roof cement mortar screeding layer 9 → install corner brace 3 → install counter batten 4 → adjustment counter batten 4 height, the gradient.
3. construction method
Determine after the important parameters such as the component that this utility model adopts, material specification, size, laying spacing need carry out special designing and calculating, computational methods can refer to light section steel structure roof truss Roof system and carry out designing and calculating.
3.1 pre-embedded steel slabs: as shown in Figure 6,quantity according to counter batten 4 spacing calculated and counter batten 4 times buried plates plays embedded part position line in pitched roof template, by the position line of bullet, pre-embedded steel slab 2 is installed after treating pitched roof reinforcing bar binding, after pre-embedded steel slab 2 locates, the dowel of pre-embedded steel slab 2 is welded jail with floor bottom layer of the reinforcing steel and floor top reinforcement, note when welding floor top reinforcement, upper strata muscle being mentioned reclining with at the bottom of steel plate, steel plate 2 also serves the effect supporting top reinforcement simultaneously, can better ensure reinforcement location when building roof concrete.
3.2 pitched roof concretings: the concrete that slump is little should be adopted during pitched roof fluid concrete, pour into a mould from bottom to top.In order to prevent concrete slump to dirty, can at floor top reinforcement online segmentation colligation aperture wire gauze, finally during receipts face, wire gauze also serves anti-crack function under being received in reinforcement cover simultaneously.
3.3 cement mortar screeding layers:when cement mortar screeding layer 9 is constructed, embedded part place does not plaster, and notices that a point storehouse is stayed and establishes shrinkage joint.When roofing concrete cast planeness good time can not do leveling layer, directly can on structural plane sticking heat-preservation plate 5.
3.4 corner braces are installed, counter batten is installed and fix: as shown in Figure 3,4,on embedded part, corner brace positioning cross line is ejected by counter batten 4 spacing and support corner brace 3 position, then corner brace 3 is welded and fixed by the position of cross hairs, corner brace 3 root inside and outside adopts double welding, in the middle of two pieces of corner braces 3, square tube counter batten 4 is installed after corner brace 3 installation, first the counter batten 4 at two ends, roof is fixed bolton according to roof slope and insulation layer 5 thickness, then drop-down two logical lines on ridge and domatic root, all the other counter battens 4 fix successively according to logical line, and such roof slope and shape are just looked for out.Then carry out next process insulation layer 5 to construct.
3.5 roofing heat-insulating layers and construction of waterproof layer: as shown in Figure 5,construction heat-insulating layer 5 after counter batten 4 fixedly completes.Insulation layer 5 extruded polystyrene board, with exterior-wall heat insulation way.Start to lay waterproofing course 6 after leveling layer drying.Waterproofing materials is adhesive waterproof coil, lays during laying from ridge along gradient direction, and counter batten will be paved with for 4 times, under corner brace 3 Nodes will do extra play translates into counter batten.
If insulation and waterproofing course are laid when adopting inverted roof system, first pitched roof concrete basic unit is flattened, pick cement mortar screeding layer 9 of constructing after chiseling out outstanding foreign matter.Treat that cement mortar screeding layer 9 is dry, moisture content carries out waterproof detailed treatment, then carries out large area waterproofing course 6 and lay after reaching job specfication requirement, and waterproof coiled material adopts to be laid perpendicular to ridge line direction, coating waterproofing no requirement (NR).On waterproofing course 6, adopt bonding mortar sticking heat-preservation plate as insulation layer 5 after laying, insulation layer 5 material need adopt hydrophobic material, as extruded polystyrene board, covers fiberglass gridding cloth and smears the thick anticracking grout of 5mm and do overcoat 10 on after laying; Insulation layer 5 is constructed also can adopt and is smeared cement---and kervit microbead insulated sand slurry does insulation layer, covers fiberglass gridding cloth and smears the thick anticracking grout of 5mm and do overcoat 10 on after dry.
3.6 install batten, tile hanging, the closing in of thin portion: as shown in Figure 4,draw logical line on counter batten, make the position of batten 7 according to the size of determined tile, by the position line reserved, batten 7 is placed on counter batten 4, in the welding up and down of contact point, should gas shielded arc welding be used.As adopted arc welding must place dish of starting to exchange fire below welding portion, prevent Mars from being scalded by waterproofing course.Start tile hanging after batten 7 installation, tile hanging, can be laterally several rows of to upper berth under slope, also longitudinal one can arrange paving.Tapping screw and the batten 7 of potlery tile sheet belt glue pad are fixed.Tile 8 all hangs rear aluminum veneer 14 and is closed by roofing end opening.
4. working facility and instrument
4.1 construction equipments:electric welding machine, punching machine, Abrasive cutting off machine, electric hammer, makita 4100NH, Electric portable drill.
4.2 survey tool: level gauge, electronic theodolite, large steel ruler, red lead pen, marking pen, ink fountain, wire, white line rope.
4.3 instruments at hand: iron hammer, spanner, wedge angle hammer, dish of starting to exchange fire.
5. smelting quality control measure: the qualifying point of this system is the installation positioning welding quality of pre-buried quality, corner brace welding quality, counter batten and batten, waterproofing course and waterproof detail construction quality mainly.
Bury underground in strict accordance with position line when steel plate 2 is pre-buried, steel plate 2 and plate reinforcement welding must be prevented from being shifted before building roofing concrete and absolute altitude is forbidden.
Necessary four sides weld all around when corner brace 3 is welded, weld bead height is not less than 10 millimeters, strikes clean welding slag brush twice rustproof paint after having welded, and brush rustproof paint twice after the rust cleaning of ironware surface finish, brushing will put in place and prevent later stage corrosion.
Counter batten 4 is installed and steel wire must be drawn to lead to line, ensures that the concordant gradient of counter batten 4 of same is accurate.Batten 7 draws telltale mark line before installing on counter batten 4, draws logical line when same row's batten 7 welds location, bottom is hung up watt on the same line.The upper and lower seam full weld of batten 7 and counter batten 4 junction, weld bead height 5 millimeters.Weld rear brush twice rustproof paint.
First additional waterproof course is done at corner brace ironware place when waterproofing course 6 is constructed, and with fluid sealant, is obturaged in gap, and then large area lays coiled material, after large area coiled material spread, under the while that emphasis passing the place sealant sealing of coiled material to corner brace 3, coiled material will translate into counter batten.
Claims (4)
1. a pitched roof adjustable tile system, it is characterized in that: comprise steel work, support member, counter batten (4) and batten (7), support member is fixed on steel work, counter batten (4) is installed between supports by spacing, to be connected on counter batten (4) batten (7) perpendicular to counter batten (4), tile (8) is fixed on batten (7).
2. pitched roof adjustable tile system according to claim 1, it is characterized in that: the steel work of reinforced concrete structure pitched roof tiled roof refers to pre-buried or is anchored in the steel plate (2) of pitched roof concrete structure (1), and support member is the corner brace (3) be welded on steel plate.
3. pitched roof adjustable tile system according to claim 2, is characterized in that: described steel plate (2) is provided with the adjustment installing hole of elongated hole as dowel or bolt, and corner brace (3) is upper vertically has the adjustment installing hole of elongated hole as bolt.
4. pitched roof adjustable tile system according to claim 1, is characterized in that: the steel work of steel roof truss roofing refers to steel roof truss girder (11), and support member is the C-type steel purlin (12) be welded on steel roof truss girder (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520313692.5U CN204626735U (en) | 2015-05-15 | 2015-05-15 | Pitched roof adjustable tile system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520313692.5U CN204626735U (en) | 2015-05-15 | 2015-05-15 | Pitched roof adjustable tile system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204626735U true CN204626735U (en) | 2015-09-09 |
Family
ID=54045778
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520313692.5U Expired - Fee Related CN204626735U (en) | 2015-05-15 | 2015-05-15 | Pitched roof adjustable tile system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204626735U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109989538A (en) * | 2019-04-22 | 2019-07-09 | 北京市第三建筑工程有限公司 | A kind of ancient architecture flying-rafter structure and its construction method constructed with metal plate |
| CN115288373A (en) * | 2022-09-01 | 2022-11-04 | 中建科工集团有限公司 | Small blue tile roof system |
-
2015
- 2015-05-15 CN CN201520313692.5U patent/CN204626735U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109989538A (en) * | 2019-04-22 | 2019-07-09 | 北京市第三建筑工程有限公司 | A kind of ancient architecture flying-rafter structure and its construction method constructed with metal plate |
| CN115288373A (en) * | 2022-09-01 | 2022-11-04 | 中建科工集团有限公司 | Small blue tile roof system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150909 |