CN104790595B - Pitched roof adjustable tile system construction method - Google Patents
Pitched roof adjustable tile system construction method Download PDFInfo
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- CN104790595B CN104790595B CN201510247037.9A CN201510247037A CN104790595B CN 104790595 B CN104790595 B CN 104790595B CN 201510247037 A CN201510247037 A CN 201510247037A CN 104790595 B CN104790595 B CN 104790595B
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Abstract
The present invention will be related to a kind of pitched roof adjustable tile system construction side, comprise the following steps:The pre-buried or anchor plate in pitched roof concrete；Corner brace is welded on steel plate, the spacing that counter battens is drawn by Force Calculation is arranged in corner brace, and counter battens is installed in the middle of two pieces of corner braces after corner brace installation；Construction roofing heat-insulating layer and waterproof layer；Tile batten, tile hanging, thin portion are installed to close up, tile batten is welded on counter battens according to the size of tile, finally tile is fixed on tile batten.The present invention is combined into durable firmly adjustable tile hanging system with built-in fitting, corner brace and counter battens, change the construction method and construction level of traditional tile roofing, speed of application can be accelerated and can guarantee that construction quality again, save it is artificial, reduce cost, reduce construction level, do not destroy waterproof layer, tile hanging layer and roof structure be connected firmly, waterproof layer convenient maintenance and replacement.
Description
Technical field
The present invention relates to construction techniques, specifically a kind of pitched roof adjustable tile system construction method.
Background technology
The villa of present partial high-level residential building and low layer uses tile roofing, and traditional tile roofing construction divides wet-laying watt and cladding
Watt, wet-laid process increase roofing deadweight needs embedded bar to destroy the bad guarantee of quality of waterproof layer；Traditional dry-hanging method is generally using wood extension
Watt bar and angle steel tile batten, wooden tile hanging and angle steel tile hanging are all secondary are fixed on fish tail and waterproof layer and original structure can not effectively connect
Connect and destroy waterproof layer, watt be fixed on iron nail or copper wire on tile batten, it is unreliable in terms of durability and quality and construct
Carry out many speed of applications of process slow, the size of inclined roof, shape are difficult to hold.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of pitched roof adjustable tile system construction method, so as to reduce
Construction level, accelerates speed of application, does not destroy waterproof layer.
To solve above technical problem, the technical solution adopted by the present invention is：
A kind of pitched roof adjustable tile system construction method, comprises the following steps:
（1）The pre-buried or anchor plate in pitched roof concrete structure；
（2）Corner brace is welded on steel plate, the spacing that counter battens is drawn by Force Calculation is arranged in corner brace, and corner brace is installed
After the completion of counter battens is installed in the middle of two pieces of corner braces；
（3）Construction roofing heat-insulating layer and waterproof layer；
（4）Tile batten, tile hanging, thin portion are installed to close up, tile batten is welded on counter battens according to the size of tile, finally will
Tile is fixed on tile batten.
It is used as preferred scheme, step（1）Described pre-embedded steel slab, is according to the stripe pitch downstream that calculates and downstream
The quantity of buried plate plays embedded part position line in inclined roof template under bar, pre- by the position line of bullet after inclined roof reinforcing bar colligation is finished
Steel plate is buried, the dowel of pre-embedded steel slab and floor bottom layer of the reinforcing steel and floor top bars are welded jail by pre-embedded steel slab after being positioned, so
Afterwards in pitched roof casting concrete.
It is used as preferred scheme, step（1）Described anchor plate, is first to pour into a mould pitched roof concrete, then calculates suitable
Water bar spacing determines the spacing of anchor plate, finally uses crab-bolt fixation steel plate.
As preferred scheme, in step（2）First cement mortar of being constructed on room slope concrete is looked for before installing corner brace
Flat bed.
As preferred scheme, in step（2）In, corner brace is ejected on embedded part by stripe pitch downstream and strut angle code position
Positioning cross line, is then welded and fixed corner brace by the position of cross hairs, after corner brace installation in the middle of two pieces of corner braces installation side
Pipe counter battens, the counter battens at roof two ends most followed by is first fixed and fastens bolt, so according to roof pitch and insulation layer thickness
Two logical lines are pulled down on ridge and domatic root afterwards, remaining counter battens is fixed successively according to logical line.
As preferred scheme, in step（3）In, construction heat-insulating layer, treats heat-insulation layer cracking resistance sand after the completion of counter battens fixation
Slurry starts to lay waterproof layer after drying, and waterproof material is adhesive waterproof coil, is laid during laying from ridge along gradient direction, downstream
To be paved with bar, to do on extra play and be translated under counter battens at corner brace node.
As preferred scheme, in step（3）In, if heat-insulation layer and waterproof layer laying are using inverted roof system,
First pitched roof concrete basic unit is flattened, picks and chisels out cement mortar screeding layer of being constructed after prominent foreign matter；Treat that cement mortar screeding layer is dried,
Moisture content is reached after job specfication requirement, carries out waterproof detailed treatment, then carries out large area waterproof layer laying；
It is used as preferred scheme, step（3）In, waterproof layer laying is pasted after finishing on waterproof layer using bonding mortar to be protected
Warm plate need to use hydrophobic material as heat-insulation layer, insulation layer material, and laying finishes rear overlying fiberglass gridding cloth and smears 5mm
Thick anticracking grout does overcoat.
It is used as preferred scheme, step（3）In, after waterproof layer laying is finished, using smearing cement --- vitrified micro-bead heat preserving sand
Slurry does heat-insulation layer, overlying fiberglass gridding cloth and smears the thick anticracking grouts of 5mm after drying and does overcoat.
As preferred scheme, in step（4）In, draw logical line to make tile hanging on counter battens according to the size of determined tile
Tile batten, is placed on counter battens by the position of bar by the position line set, and in the welding up and down of contact point, tile batten is installed
Into rear beginning tile hanging, tile is fixed with the tapping screw of belt glue pad with tile batten, tile all hang after with aluminum veneer by roofing
Lower mouth closing.
Pitched roof adjustable tile system construction method of the present invention, is combined into built-in fitting, corner brace and counter battens
Durable firmly adjustable tile hanging system, changes the construction method and construction level of traditional tile roofing, can accelerate construction speed
Degree can guarantee that construction quality again, and saving is artificial, reduce cost, reduces construction level, does not destroy waterproof layer, tile hanging layer and roofing
Structure is connected firmly, waterproof layer convenient maintenance and replacement.
Brief description of the drawings
Fig. 1 is tile batten and counter battens and floor connecting node drawing.
Fig. 2 is Fig. 1 A-A profiles.
Fig. 3 is that adjustable inclined roof tile hanging skeleton ridge counter battens connects drawing.
Fig. 4 is adjustable inclined roof counter battens roofing tile hanging faces end head plugging drawing.
Fig. 5 is roofing tile hanging structural system section drawing.
Fig. 6 is connected drawing for pre-embedded steel slab with corner brace.
In figure, 1- pitched roof concrete structures, 2- steel plates, 3- corner braces, 4- counter battens, 5- heat-insulation layers, 6- waterproof layers, 7- is hung
Watt bar, 8- tiles, 9- cement mortar screedings layer, 10- overcoats, 11- aluminum veneers, 12- crab-bolts.
Embodiment
Technological principle
The characteristics of stress frame structure and potlery tile of the modern stone curtain wall of present invention combination and glass curtain wall and roof are protected
The construction level of warm layer waterproof layer, with zinc-plated square tube or the zinc-plated corner brace of zinc-plated channel-section steel, elongated hole, steel plate combination into adjustable reinforcing bar
Frame tile hanging structure.As shown in Figure 1, 2, the pre-embedded steel slab 2 or during as thickness of slab >=120mm when constructing roof structure, after crab-bolt 12
Anchor plate 2, then welds corner brace 3 on steel plate 2, and the spacing that counter battens 4 is drawn by Force Calculation is arranged in corner brace 3,
Now counter battens 4 can adjust height according to the gradient and heat-insulation layer 5 of roofing, the thickness of cement mortar screeding layer 9, such as Fig. 5 institutes
Show, after the completion for the treatment of that waterproof layer 6, protective layer, heat-insulation layer 5 are constructed, tile batten 7 welded on counter battens 4 according to the size of tile 8,
Finally tile 8 is fixed on tile batten 7 with the tapping screw of belt glue pad.
Technological process：
As shown in fig. 6, calculating pre-buried spacing → pre-embedded steel slab 2 → cast inclined roof that stripe pitch downstream determines pre-embedded steel slab
Concrete → doing pitched roof cement mortar screeding layer 9 → installs the height of corner brace 3 → installation counter battens 4 → adjustment counter battens 4, the gradient
Fixed counter battens 4 → do roofing heat-insulating layer 5 → laying self-adhesion waterproof layer 6 → installation tile batten 7 → 8 → thin portion of installation tile receipts
Mouthful.
As shown in figure 5, as used rear anchor plate technological process as follows:Pour into a mould inclined roof concrete → calculating counter battens 4
Spacing determines that the spacing of anchor plate 2 → with the fixation steel plate 2 of crab-bolt 12 → does pitched roof cement mortar screeding layer 9 → installation corner brace
3 → installation counter battens 4 → height of adjustment counter battens 4, the gradient fix counter battens 4 → does roofing heat-insulating layer 5 → laying self-adhesion waterproof
Layer 6 → install tile batten 7 → 8 → thin portion of installation tile closing in.
Construction method
This, which invents the important parameters such as used component, material specification, size, laying spacing, need to carry out special design calculating
After determine, computational methods can refer to light section steel structure roof truss Roof system and be designed calculating.
Pre-embedded steel slab:As shown in fig. 6, according to the quantity of the 4 times buried plates of the spacing of counter battens 4 and counter battens calculated on slope
Embedded part position line is played in roof template, pre-embedded steel slab 2, pre-buried steel are installed by the position line of bullet after inclined roof reinforcing bar colligation is finished
The dowel of pre-embedded steel slab 2 and floor bottom layer of the reinforcing steel and floor top bars are welded jail by plate 2 after being positioned, and are noted in welding floor
Upper strata muscle is lifted during top bars and reclined with steel plate bottom, steel plate 2 also plays the effect of support top bars simultaneously, is pouring
Reinforcement location can preferably be ensured during roof concrete.Elongated hole is provided with pre-embedded steel slab and rear anchor plate as adjustable anchor
Muscle or bolt mounting holes, carry out position adjustment, it is ensured that steel plate is vertically and horizontally on same position according to offset.
Pitched roof concreting：Inclined roof should from bottom to top be poured when pouring into a mould concrete using the small concrete of slump
Note.In order to prevent that concrete slump, to flowing down, can be segmented colligation aperture wire netting on the net in floor top bars, finally receive face
When wire netting be received under cover to reinforcement while also playing anti-crack function.
Cement mortar screeding layer:Do not plastered at embedded part when cement mortar screeding layer 9 is constructed, notice that a point storehouse is stayed and set expansion joint.
When roofing concrete cast flatness it is good when can not do screed-coat, directly can on structural plane sticking heat-preservation plate 5.
Corner brace is installed, counter battens is installed and fixed：As shown in Figure 3,4, exist by the spacing of counter battens 4 and support corner brace 3 position
Corner brace positioning cross line is ejected on embedded part, then corner brace 3 is welded and fixed by the position of cross hairs, the root of corner brace 3 is inside and outside using double
Face is welded, and square tube counter battens 4 is installed in the middle of two pieces of corner braces 3 after the installation of corner brace 3, according to roof pitch and the thickness of heat-insulation layer 5
First the counter battens 4 at roof two ends is fixed and fastens bolt, two logical lines are then pulled down on ridge and domatic root, remaining
Counter battens 4 is fixed successively according to logical line, and such roof pitch and shape have just been looked for out.Then next process heat-insulation layer is carried out
5 constructions.Corner brace 3 is provided with elongated hole as adjustable bolt mounting holes on vertical, ensures counter battens same by adjusting height
On one horizontal plane.
Roofing heat-insulating layer and construction of waterproof layer：As shown in figure 5, construction heat-insulating layer 5 after the completion of the fixation of counter battens 4.Heat-insulation layer 5
With extruded polystyrene board, with exterior-wall heat insulation way.Start to lay waterproof layer 6 after screed-coat is dried.Waterproof material is self-adhesion waterproof
Coiled material, lays during laying from ridge along gradient direction, to be paved with counter battens 4, to do on extra play and translate at the node of corner brace 3
Under counter battens.
If insulation and waterproof layer laying using inverted roof system, first by pitched roof concrete basic unit flatten, pick chisel out it is prominent
Go out after foreign matter to construct cement mortar screeding layer 9.Treat that cement mortar screeding layer 9 is dried, moisture content is reached after job specfication requirement, is entered
Row waterproof detailed treatment, then carries out large area waterproof layer 6 and lays, waterproof coiled material is used perpendicular to the laying of ridge line direction, is applied
Film waterproof no requirement (NR).Laying uses bonding mortar sticking heat-preservation plate as heat-insulation layer 5, the material of heat-insulation layer 5 on waterproof layer 6 after finishing
Material need to use hydrophobic material, such as extruded polystyrene board, and laying finishes rear overlying fiberglass gridding cloth and smears the thick anticracking grouts of 5mm
Do overcoat 10；Heat-insulation layer 5, which constructs also use, smears cement --- and kervit microbead insulated sand slurry does heat-insulation layer, overlying glass after drying
Glass fibrous mesh cloth simultaneously smears the thick anticracking grouts of 5mm and does overcoat 10.
Tile batten, tile hanging, thin portion are installed to close up：As shown in figure 4, drawing logical line on counter battens according to the size of determined tile
The position of tile batten 7 is made, tile batten 7 is placed on counter battens 4 by the position line set, in the welding up and down of contact point,
Preferably use gas shielded arc welding.Disk of starting to exchange fire such as must be placed below welding portion using arc welding, prevent that Mars from scalding waterproof layer.
Start tile hanging after the installation of tile batten 7, tile hanging, can be laterally several rows of to upper berth since under slope, can also longitudinal row
One row paving.The tapping screw of potlery tile piece belt glue pad is fixed with tile batten 7.Tile 8 uses aluminum veneer 11 by roofing after all hanging
Lower mouth closing.
Working equipment and instrument
Construction equipment：Electric welding machine, perforating press, abrasive wheel cutting machine, electric hammer, makita 4100NH, electric hand drill.
Survey tool：Spirit level, electronic theodolite, big steel ruler, red lead pen, marking pen, ink fountain, wire, white line rope.
Instrument at hand：Iron hammer, spanner, wedge angle hammer, disk of starting to exchange fire.
Smelting quality control measure：The qualifying point of the system is mainly pre-buried quality, corner brace welding quality, counter battens
With the installation positioning welding quality of tile batten, waterproof layer and waterproof detail construction quality.
It is embedded in strict accordance with position line when steel plate 2 is pre-buried, must be by steel plate 2 and plate steel bar welding before roofing concrete is poured
Take over control only displacement and absolute altitude is forbidden.
Corner brace 3 when welding must four sides weld all around, weld bead height is not less than 10 millimeters, net welding slag brush struck after the completion of welding twice
Antirust paint, twice of brush antirust paint after the polishing rust cleaning of ironware surface, brushing will prevent later stage corrosion in place.
Counter battens 4, which is installed, must draw steel wire to lead to line, it is ensured that the concordant gradient of counter battens 4 in same face is accurate.Tile batten 7 is pacified
Draw telltale mark line on counter battens 4 before dress, drawn during the same welding of row's tile batten 7 positioning and lead to line, make that bottom hangs up watt same
On one line.Seam full weld above and below tile batten 7 and the junction of counter battens 4,5 millimeters of weld bead height.Twice of brush is prevented after the completion of welding
Rust paint.
Additional waterproof course is first done at corner brace ironware when waterproof layer 6 is constructed, and is obturaged gap with fluid sealant, it is then big again
Area lays coiled material, after large area coiled material has been spread, and the place sealant sealing of coiled material is passed to corner brace 3 for emphasis while coiled material will
Translate under counter battens.
The present disclosure applies equally to steel roof truss tile hanging, C-type steel purlin is welded on steel roof truss crossbeam, counter battens is pacified by spacing
Between C-type steel purlin, be connected tile batten on counter battens, and tile is fixed on tile batten.
Claims (9)
1. a kind of pitched roof adjustable tile system construction method, comprises the following steps:
Step（1）：In pitched roof concrete structure（1）Interior pre-buried or anchor plate（2）；
Step（2）：In steel plate（2）Upper welding corner brace（3）, by counter battens（4）The spacing drawn by Force Calculation is arranged on corner brace
（3）On, corner brace（3）In two pieces of corner braces after installation（3）Centre is installed by counter battens（4）, corner brace（3）Elongated hole is provided with vertical
As adjustable bolt mounting holes, ensure counter battens in same level by adjusting height；
Step（3）：Construction roofing heat-insulating layer（5）And waterproof layer（6）；Counter battens（4）Construction heat-insulating layer after the completion of fixation（5）, treat
Heat-insulation layer（5）Anticracking grout starts to lay waterproof layer after drying（6）, waterproof material is adhesive waterproof coil, from ridge during laying
Along gradient direction laying, counter battens（4）Under to be paved with, in corner brace（3）To be done at node and counter battens is translated on extra play（4）Under；
Step（4）：Tile batten is installed（7）, tile hanging, thin portion close up, according to tile（8）Size in counter battens（4）Upper welding is hung
Watt bar（7）, finally by tile（8）It is fixed on tile batten（7）On.
2. according to the method described in claim 1, it is characterised in that：Step（1）Described pre-embedded steel slab（2）, it is according to calculating
The counter battens drawn（4）The quantity of buried plate plays embedded part position line in inclined roof template under spacing and counter battens, treats inclined roof steel
Muscle colligation finish after by bullet position line pre-embedded steel slab（2）, pre-embedded steel slab（2）By pre-embedded steel slab after being positioned（2）Dowel with
Floor bottom layer of the reinforcing steel and floor top bars welding jail, then in pitched roof casting concrete.
3. according to the method described in claim 1, it is characterised in that：Step（1）Described anchor plate（2）, it is first to pour into a mould slope
Roofing concrete, then calculates counter battens（4）Spacing determines anchor plate（2）Spacing, finally use crab-bolt fixation steel plate（2）.
4. according to the method described in claim 1, it is characterised in that：In step（2）First in pitched roof coagulation before installation corner brace
Construction cement mortar screeding layer on soil（9）.
5. according to the method described in claim 1, it is characterised in that：In step（2）In, by counter battens（4）Spacing and strut angle
Code（3）Corner brace positioning cross line is ejected in position on embedded part, is then welded and fixed corner brace by the position of cross hairs（3）, corner brace（3）
In two pieces of corner braces after installation（3）Centre is installed by square tube counter battens（4）, finally according to roof pitch and heat-insulation layer（5）Thickness
First by the counter battens at roof two ends（4）Fix and fasten bolt, two logical lines are then pulled down on ridge and domatic root, its
Remaining counter battens（4）Fixed successively according to logical line.
6. according to the method described in claim 1, it is characterised in that：In step（3）In, if heat-insulation layer（5）And waterproof layer（6）Paving
If during using inverted roof system, first pitched roof concrete basic unit being flattened, picks and chisels out cement mortar screeding of being constructed after prominent foreign matter
Layer（9）；Treat cement mortar screeding layer（9）Dry, moisture content is reached after job specfication requirement, carries out waterproof detailed treatment, then
Carry out large area waterproof layer（6）Laying.
7. method according to claim 6, it is characterised in that：Waterproof layer（6）Lay after finishing in waterproof layer（6）It is upper to use
Bonding mortar sticking heat-preservation plate is used as heat-insulation layer（5）, heat-insulation layer（5）Material need to use hydrophobic material, and laying finishes rear overlying
Fiberglass gridding cloth simultaneously smears the thick anticracking grouts of 5mm and does overcoat（10）.
8. method according to claim 6, it is characterised in that：Waterproof layer（6）After laying is finished, using smearing cement --- glass
Change bead thermal insulation mortar and do heat-insulation layer（5）, overlying fiberglass gridding cloth and smear the thick anticracking grouts of 5mm after drying and do overcoat
（10）.
9. according to the method described in claim 1, it is characterised in that：In step（4）In, according to determined tile（8）Size draw
Logical line is in counter battens（4）On make tile batten（7）Position, by the position line set by tile batten（7）It is placed on counter battens（4）
On, in the welding up and down of contact point, tile batten（7）Start tile hanging, tile after installation（8）With the tapping screw of belt glue pad with
Tile batten（7）It is fixed, tile（8）Mouth under roofing is closed with aluminum veneer (11) after all hanging.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510247037.9A CN104790595B (en) | 2015-05-15 | 2015-05-15 | Pitched roof adjustable tile system construction method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510247037.9A CN104790595B (en) | 2015-05-15 | 2015-05-15 | Pitched roof adjustable tile system construction method |
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| CN104790595A CN104790595A (en) | 2015-07-22 |
| CN104790595B true CN104790595B (en) | 2017-07-14 |
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| CN105804328A (en) * | 2016-04-13 | 2016-07-27 | 周柯 | Novel tile hanging component |
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| CN113944282A (en) * | 2021-10-29 | 2022-01-18 | 上海宝冶集团有限公司 | UHPC roof cladding panel construction method |
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