CN105298031A - Steep tiled roof structure of archaized building and its construction method - Google Patents
Steep tiled roof structure of archaized building and its construction method Download PDFInfo
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Abstract
The invention designs the field of building design and construction and relates to a steep tiled roof structure, comprising a roof and a main ridge. The roof is composed of a structural top board, a first leveling layer, an insulation layer, a second leveling layer, a cement mortar horizontal tile layer and roof tiles. The main bridge is composed of a wall, inter-wall columns and a top beam. A plurality of extended reserved rebars are disposed on the structural top plate. Both the second leveling layer and the cement mortar horizontal tile layer are provided with a wire mesh inside, which is connected with the reserved rebars by welding or tying. A construction method comprises steps: structural top plate extending, main ridge building, first leveling layer construction, waterproof layer tiling, insulation layer construction, second leveling layer construction, horizontal tile layer construction, roof tiling and the like. The reserved rebars are extended from the structural top plate, the upper two layers of reinforced mesh are fixedly connected, the reinforced mesh is connected with reserved rebars in the inter-wall columns of the main ridge for fixing the wire mesh in the leveling layers and the horizontal tile layer, and slipping of each construction layer of the steep roof can be effectively controlled.
Description
Technical field
Design building design and construction field of the present invention, is specially heavy grade tiled roof structure and the construction method thereof of building in the style of the ancients.
Background technology
Along with socioeconomic development, new building modelled after an antique becomes one of a kind of building types that the people like gradually with its unique outlook, beautiful design, but building in the style of the ancients roof pitch is large, roofing decoration construction complex procedures, become one of large difficult point for building in the style of the ancients construction.In building in the style of the ancients roofing finishing way, Most designers does not consider the slippage of finishing layer, and after causing constructing, pitched roof large area slips by slope.
Summary of the invention
Large in order to solve building in the style of the ancients roof pitch, the problem that after construction, pitched roof large area slips by slope, the invention provides a kind of building in the style of the ancients roof structure and construction method thereof, can effectively prevent pitched roof large area from slipping by slope.
Concrete solution is: a kind of heavy grade tiled roof structure of building in the style of the ancients, comprise roofing and positive ridge, the sleeping watt layer of roofing structure roof from the bottom to top, the first leveling layer, insulation layer, the second leveling layer, cement mortar and roof tile are formed, positive ridge is made up of constructional column between body of wall and wall and the collar tie beam that bears down on one, many the reserved steel bars thrown away are provided with above described structure roof, in the second leveling layer and the sleeping watt layer of cement mortar, be respectively arranged with gauze wire cloth, gauze wire cloth welds with reserved steel bar or colligation is connected.
Further, reserved steel bar diameter is 10mm, and spacing is 1500mm × 1500mm, and anchorage depth is 100mm, and exposed height is more than the second leveling layer 20mm.
Further, gauze wire cloth is arrangement of reinforcement diameter is 4mm, spacing is the gauze wire cloth of 300mm × 300mm, and the upper end of gauze wire cloth is fixing with on positive ridge.
Further, the Configuration column spacing of positive ridge is 1500mm, and between constructional column, every 500mm establishes elongated wall lacing wire, and pre-buried steel silk screen tension rib in constructional column, spacing is 1500mm, and gauze wire cloth tension rib is fixedly connected with gauze wire cloth.
Further, positive ridge way adopts M10 shale brick to build by laying bricks or stones, and top establishes wall thickness × 200mm to bear down on one collar tie beam.
Further, during building wall, in wall structure post, reserved diameter is the reinforcing bar of 10mm, in order to the steel fabric sheet in fixing leveling layer and sleeping watt layer; Reinforcing steel bars exposed length is 100mm, and in addition, every 500mm sets 2 diameters as the elongated wall lacing wire of 6mm;
The invention also discloses a kind of construction method of heavy grade tiled roof structure of building in the style of the ancients, comprise the steps:
(1) structure roof gets rid of muscle: reserved steel bar should be thrown away in advance when structure roof is constructed, and the steel fabric sheet laid to sleeping watt layer mortar, first should calculate the cutting length of reserved steel bar before construction;
(2) positive ridge is built by laying bricks or stones: adopting M10 shale brick to build by laying bricks or stones, plasters in body of wall both sides; In constructional column, pre-buried leveling layer and sleeping watt layer gauze wire cloth tension rib, establish elongated wall lacing wire between constructional column;
(3) first construction of leveling blanket: 1. base cleaning is carried out on structure roof surface: substrate surface dust, foreign material etc. are cleaned out; 2. flat roof deck snap the line looks for slope: by design grade and current direction, finds out roof pitch trend, sloping layer top mark is high, eject the dividing joint position line simultaneously; 3. making cement mortar levelling layer, arranges dividing joint, adopts sealing compound sealing;
(4) paving waterproofing course: first to the upper surface brushing base treatment agent of the first leveling layer, then the thick SBS polymer modified bituminous waterproof sheet material of paving 4mm is together;
(5) insulation layer construction: sticky extruded polystyrene board insulation layer, insulation layer should be close to separation layer, paves pad steady, and piece is tight, and plate face should be consistent with adjacent plate hight;
(6) second construction of leveling blanket: 1. lay steel fabric sheet, bottom steel fabric sheet, cushion block is set; 2. establish dividing joint, dividing joint overlaps with sloping layer, fills out asphalt mortar, bituminous mortar in seam; 3. tabbing lays concrete; 4. three times receipts face techniques are adopted to carry out receipts face to concrete; 5. sprinkle water maintenance, keep moistening;
(7) sleeping watt of layer construction: 1. in sleeping watt layer, gauze wire cloth adopts finished steel silk screen, and gauze wire cloth is connected with positive ridge and Φ 10 reinforcement welding; M10 concrete pad is adopted to pave between gauze wire cloth and basic unit; The thick 1:3 cement mortar of thinnest part 20mm; 2. adopt Φ 4300 galvanized wire to carry out colligation between gauze wire cloth, overlap joint is no less than 300mm;
(8) tiled roof watt: comprise rush ridge, watt eaves head hooks droplet, watt under tile, FE Tiler watt and arrange star watt.
Beneficial effect: by throwing away reserved dowel in structure roof, the reinforced mesh of upper two layers is connected and fixed, thus the slippage that effectively can control each construction layer of large pitched roof slips by slope; And steel mesh reinforcement is connected with the reserved steel bar in positive ridge wall structure post, in order to the steel fabric sheet in fixing leveling layer and sleeping watt layer, thus stop the possibility that each construction layer slippage of large pitched roof slips by slope.
Accompanying drawing explanation
Fig. 1 is heavy grade tiled roof structure partial generalized section;
Fig. 2 is heavy grade tiled roof structure partial section drawing;
In figure, 1-roofing; 11-structure roof; 12-first leveling layer; 13-insulation layer; 14-second leveling layer; 15-crouches watt layer; 16-roof tile; The positive ridge of 2-; 21-body of wall; 22-constructional column; 23-bears down on one collar tie beam; 3-reserved steel bar; 4-gauze wire cloth; 41-tension rib; 5-sparrow hawk tail; 6-hangs down ridge.
Detailed description of the invention
The heavy grade tiled roof structure of building in the style of the ancients comprises roofing and positive ridge, the sleeping watt layer 15 of roofing 1 structure roof 11, first leveling layer 12 from the bottom to top, insulation layer 13, second leveling layer 14, cement mortar and roof tile 16 are formed, positive ridge 2 is made up of constructional column between body of wall 21 and wall 22 and the collar tie beam 23 that bears down on one, it is characterized in that, described structure roof 11 is provided with many reserved steel bars thrown away 3 above, in the second leveling layer 14 and the sleeping watt layer 15 of cement mortar, be respectively arranged with gauze wire cloth 4, gauze wire cloth 4 welds with reserved steel bar 3 or colligation is connected.
Reserved steel bar 3 diameter is 10mm, and spacing is 1500mm × 1500mm, and anchorage depth is 100mm, and exposed height is more than the second leveling layer 1420mm.
Gauze wire cloth 4 is arrangement of reinforcement diameters is 4mm, spacing is the gauze wire cloth of 300mm × 300mm.
Constructional column 22 spacing of positive ridge is 1500mm, and between constructional column 22, every 500mm establishes elongated wall lacing wire, and pre-buried steel silk screen tension rib 41 in constructional column, spacing is 1500mm, and gauze wire cloth tension rib 41 is fixedly connected with gauze wire cloth 4.
The heavy grade tiled roof structure construction step of building in the style of the ancients is as follows:
(1) reinforced concrete roof board gets rid of muscle:
Pitched roof is comparatively large due to the gradient, should get rid of muscle in advance before construction, in order to fixing roofing each layer construction way, prevents from gliding; Pitched roof gets rid of muscle Φ 101500, anchorage depth 100mm, and protruded length is higher than warming plate pea gravel concreten leveling layer 20mm, and extremely crouch the interior steel fabric sheet laid of watt layer mortar.The cutting length of reinforcing bar first should be calculated before construction.
(2) positive ridge is built by laying bricks or stones: positive ridge foot is for work as ditch, and 1:3 cement mortar grouting is real, floating; Epimere watt veneer on proper ditch, surface lining is 1:3 cement mortar; Positive ridge way adopts M10 shale brick to build by laying bricks or stones, top set wall thickness × 200mm bear down on one collar tie beam (vertical muscle as 4 diameters be the reinforcing bar of 12mm, stirrup is diameter be 6mm spacing is 200mm reinforcing bar); During building wall, in wall structure post, reserved diameter is 10mm reinforcing bar, fixing leveling layer and the gauze wire cloth 4 crouched in watt layer; Reinforcing steel bars exposed length is 100mm, and in addition, every 500mm sets 2 diameters as the elongated wall lacing wire of 6mm.
(3) first construction of leveling blanket: 1. base cleaning is carried out on structure roof surface: substrate surface dust, foreign material etc. are cleaned out, substrate surface should be solid smooth, stretches out the pipeline of roofing, equipment or built-in fitting etc. and installed complete; 2. flat roof deck snap the line looks for slope: by design grade and current direction, finds out roof pitch trend, sloping layer top mark is high, eject the dividing joint position line simultaneously.First at flat roof deck surrounding pull-out drainage grade line before construction, then ash cake is made in bracing wire, and ash cake pitch requirements is not more than 2000mm; 3. do 20 thick 1:3 cement mortar screeding layers, arrange dividing joint, leveling layer and sloping layer establish dividing joint spacing 5m*5m, adopt sealing compound sealing.
(4) paving waterproofing course: first to the upper surface brushing base treatment agent of the first leveling layer, then the thick SBS polymer modified bituminous waterproof sheet material of paving 4mm together.Specific requirement is:
1) all adopt full sticky construction technology between this engineering water proof roofing sheet and basic unit, ensure that overlap joint is tight, upper and lower two width coiled materials must not vertically paving.
2) paving direction: coiled material is pasted perpendicular to positive ridge, namely along gradient direction paving; First carry out the position that node, extra play and draining are relatively concentrated during paving, then upwards constructed to high standard eminence by minimum absolute altitude.
3) the bonding employing Hot-melt construction of coiled material, length edge lap width is respectively 100mm, and the overlapping the slot of levels and adjacent two width coiled materials should be staggered and is not less than 500mm; Overlapping the slot acts in accordance with flowing water, down wind overlap joint.
4) sealing compound edge sealing: the 1. receipts limit place of coiled material on positive ridge, adopt cement nail nail 20 × 0.7 metal beads on positive ridge, waterproof is received head place and is adopted sealing compound to obturage.2. coiled material adopts cement nail nail 20 at the receipts limit place of cornice
(5) insulation layer construction:
(by 15mm polystyrene board adhesive bonding, gluing area is not less than 40% to 70 thick extruded polystyrene board thermal insulation boards; Paste with polymer mortar, bonding area is not less than 50%), insulation layer should be close to separation layer, paves pad steady, and piece is tight, and plate face should be consistent with adjacent plate hight.Gap between plate, the chip caulked of application same type of material is closely knit, according to the gradient snap the line bracing wire of roofing, arranges insulation layer according to bracing wire.Insulation layer and positive ridge intersection, add and fill out 20 thick flex foam bars, highly add sloping layer height with insulation layer.
(6) second construction of leveling blanket: 40mm thick C20 pea gravel concreten leveling layer (joins Φ 4300 × 300 gauze wire cloth, upper end is fixed on concrete ridgepole, and weld or colligation with Φ in roof panel 10 dowel, and establish dividing joint 5m*5m, adopt sealing compound sealing).Specific requirement is: 1. lay bottom steel fabric sheet and arrange cushion block, and upper and lower and left and right steel fabric sheet overlap joint is all no less than 300mm.2. establish dividing joint: dividing joint overlaps with sloping layer, stitching wide is 20mm, fills out asphalt mortar, bituminous mortar in seam.3. tabbing lays concrete, adopts vibration board to vibrate until surperficial pulp, then strikes off with 2m darby, and with wood float firmly stranding beat, floating, make surface layer reach closely knit.4. adopt and receive face technique three times.5. maintenance: maintenance of should sprinkling water in 12h after construction completes, keep moistening, curing time is no less than 7d.
(7) sleeping watt of layer construction:
Sleeping watt of layer construction: 1. in sleeping watt layer, gauze wire cloth adopts finished steel silk screen, and gauze wire cloth is connected with positive ridge and Φ 10 reinforcement welding; M10 concrete pad is adopted to pave between gauze wire cloth and basic unit; The thick 1:3 cement mortar of thinnest part 20mm; 2. adopt Φ 4300 galvanized wire to carry out colligation between gauze wire cloth, overlap joint is no less than 300mm.
(8) tiled roof watt: after each layer construction above, just can carry out rushing the working procedures such as ridge, watt eaves head hook droplet, watt under tile, FE Tiler watt, star watt, tiled roof watt.
Block watt strengthens fixing requirement with roof-base:
1) tiled roof watt-hour, 1. roof pitch is greater than 50% (i.e. 26.5 °, roofing), and whole watts of materials all should take fixing strengthening measure; 2. time roof pitch 20% ~ 50% (namely 11.3 ° ~ 26.5 °), two rows at cornice place watt, each row in positive ridge both sides and fixing strengthening measure should be taked along a row watt at gable place.
2) watt material and roof-base can arrange fixing strengthening measure: 1. with bifilar No. 18 copper wires by watt firm with the steel fabric sheet colligation in sleeping watt floor; 2. use nail through the hole of star watt tile nail at grey back.
Claims (9)
1. the heavy grade tiled roof structure of a building in the style of the ancients, comprise roofing and positive ridge, roofing (1) structure roof from the bottom to top (11), first leveling layer (12), insulation layer (13), second leveling layer (14), the sleeping watt layer (15) of cement mortar and roof tile (16) are formed, positive ridge (2) is made up of constructional column (22) between body of wall (21) and wall and the collar tie beam that bears down on one (23), it is characterized in that, described structure roof (11) is provided with many reserved steel bars thrown away (3) above, gauze wire cloth (4) is respectively arranged with in the second leveling layer (14) and the sleeping watt layer (15) of cement mortar, gauze wire cloth (4) welds with reserved steel bar (3) or colligation is connected.
2. heavy grade tiled roof structure according to claim 1, is characterized in that, reserved steel bar (3) diameter is 10mm, and spacing is 1500mm × 1500mm, and anchorage depth is 100mm, and exposed height is more than the second leveling layer (14) 20mm.
3. heavy grade tiled roof structure according to claim 1, is characterized in that, gauze wire cloth (4) is arrangement of reinforcement diameter is 4mm, spacing is the gauze wire cloth of 300mm × 300mm, and gauze wire cloth (4) is fixedly connected with positive ridge (2).
4. heavy grade tiled roof structure according to claim 1, it is characterized in that, constructional column (22) spacing of positive ridge (2) is 1500mm, between constructional column (22), every 500mm establishes elongated wall lacing wire, pre-buried steel silk screen tension rib (41) in constructional column, spacing is 1500mm, and gauze wire cloth tension rib (41) is fixedly connected with gauze wire cloth (4).
5. heavy grade tiled roof structure according to claim 4, is characterized in that, positive ridge (2) way adopts M10 shale brick to build by laying bricks or stones, and top establishes wall thickness × 200mm to bear down on one collar tie beam.
6. heavy grade tiled roof structure according to claim 5, is characterized in that, during building wall, in wall structure post (22), reserved diameter is the reinforcing bar of 10mm, in order to the gauze wire cloth (4) in fixing leveling layer and sleeping watt layer; Reinforcing steel bars exposed length is 100mm, and in addition, every 500mm sets 2 diameters as the elongated wall lacing wire of 6mm.
7. a construction method for the heavy grade tiled roof structure of building in the style of the ancients, is characterized in that, comprise the steps:
Structure roof gets rid of muscle: reserved steel bar should be thrown away in advance when structure roof is constructed, and the steel fabric sheet laid to sleeping watt layer mortar, first should calculate the cutting length of reserved steel bar before construction;
Positive ridge is built by laying bricks or stones: adopting M10 shale brick to build by laying bricks or stones, plasters in body of wall both sides; In constructional column, pre-buried leveling layer and sleeping watt layer gauze wire cloth tension rib, establish elongated wall lacing wire between constructional column;
First construction of leveling blanket:
base cleaning is carried out on structure roof surface: substrate surface dust, foreign material etc. are cleaned out;
flat roof deck snap the line looks for slope: by design grade and current direction, finds out roof pitch trend, sloping layer top mark is high, eject the dividing joint position line simultaneously;
making cement mortar levelling layer, arranges dividing joint, adopts sealing compound sealing;
Paving waterproofing course: first to the upper surface brushing base treatment agent of the first leveling layer, then the thick SBS polymer modified bituminous waterproof sheet material of paving 4mm is together;
Insulation layer is constructed: sticky extruded polystyrene board insulation layer, and insulation layer should be close to separation layer, paves pad steady, and piece is tight, and plate face should be consistent with adjacent plate hight;
Second construction of leveling blanket:
lay steel fabric sheet, bottom steel fabric sheet, cushion block is set;
if dividing joint, dividing joint overlaps with sloping layer, fills out asphalt mortar, bituminous mortar in seam;
tabbing lays concrete;
three times receipts face techniques are adopted to carry out receipts face to concrete;
watering maintenance, keep moistening;
Sleeping watt of layer construction:
in sleeping watt layer, gauze wire cloth adopts finished steel silk screen, gauze wire cloth and positive ridge and
10 reinforcement welding connect; M10 concrete pad is adopted to pave between gauze wire cloth and basic unit; The thick 1:3 cement mortar of thinnest part 20mm;
adopt between gauze wire cloth
4300 galvanized wires carry out colligation, and overlap joint is no less than 300mm;
Tiled roof watt: comprise rush ridge, watt eaves head hooks droplet, watt under tile, FE Tiler watt and arrange star watt.
8. construction method according to claim 7, is characterized in that, in step (8) tiled roof watt-hour, should note:
roof pitch is greater than 50%, and whole watts of materials all should take fixing strengthening measure;
when roof pitch 20% ~ 50%, two rows at cornice place watt, each row in positive ridge both sides and fixing strengthening measure should be taked along a row watt at gable place.
9. construction method according to claim 7, is characterized in that, in step (8) tiled roof watt-hour, watt material and roof-base can arrange fixing strengthening measure:
with bifilar No. 18 copper wires by watt firm with the steel fabric sheet colligation in sleeping watt floor;
with nail through the hole of star watt tile nail at grey back.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510565079.7A CN105298031B (en) | 2015-09-08 | 2015-09-08 | The heavy grade tile roofing structure and its construction method of a kind of building in the style of the ancients |
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| CN201510565079.7A CN105298031B (en) | 2015-09-08 | 2015-09-08 | The heavy grade tile roofing structure and its construction method of a kind of building in the style of the ancients |
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| CN108457429A (en) * | 2018-01-13 | 2018-08-28 | 银广厦集团有限公司 | A kind of bituminized shingle and its laying method for pitched roof |
| CN108729595A (en) * | 2018-07-31 | 2018-11-02 | 云南省城乡建设投资有限公司 | A kind of structurally stable heat-isolating antiseepage pitched roof and its method of construction |
| CN109306800A (en) * | 2018-09-21 | 2019-02-05 | 中国水电建设集团十五工程局有限公司 | Blue bricks drawknot construction |
| CN109707114A (en) * | 2018-12-30 | 2019-05-03 | 中国水电建设集团十五工程局有限公司 | Tile roofing antiskid construction technology engineering method |
| CN110016998A (en) * | 2019-04-04 | 2019-07-16 | 云南省城乡建设投资有限公司 | A kind of structurally stable cement mortar wet combining watt pitched roof and its method of construction |
| CN110080530A (en) * | 2019-05-13 | 2019-08-02 | 甘肃第六建设集团股份有限公司 | Severe cold area glazed tiles pitched roof pastes anchor construction method |
| CN114941402A (en) * | 2022-06-01 | 2022-08-26 | 中国五冶集团有限公司 | Method for mounting abrupt slope roof tiles of antique buildings |
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| CN108457429A (en) * | 2018-01-13 | 2018-08-28 | 银广厦集团有限公司 | A kind of bituminized shingle and its laying method for pitched roof |
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| CN110080530B (en) * | 2019-05-13 | 2021-05-28 | 甘肃第六建设集团股份有限公司 | Anchoring construction method for glazed tile slope roof in severe cold region |
| CN114941402A (en) * | 2022-06-01 | 2022-08-26 | 中国五冶集团有限公司 | Method for mounting abrupt slope roof tiles of antique buildings |
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