CN103334554A - Construction method of laid tiles of sloping roof - Google Patents
Construction method of laid tiles of sloping roof Download PDFInfo
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- CN103334554A CN103334554A CN2013103064477A CN201310306447A CN103334554A CN 103334554 A CN103334554 A CN 103334554A CN 2013103064477 A CN2013103064477 A CN 2013103064477A CN 201310306447 A CN201310306447 A CN 201310306447A CN 103334554 A CN103334554 A CN 103334554A
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- watt
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Abstract
The invention discloses a construction method of laid tiles of a sloping roof, and relates to the technical field of architectural engineering, in particular to a construction technology for hanging tiles of the sloping roof. The construction method comprises the following steps of: pre-burying a vertical steel bars, one ends of which stretch out of a foundation concrete layer, in the foundation concrete layer of a roof; constructing a mortar waterproof layer on the foundation concrete layer; sticking thermal insulation boards on the waterproof mortar waterproof layer, and inserting the corresponding steel bar into each thermal insulation board; binding a reinforcing mesh on the roof outside the thermal insulation boards, and fixing the reinforcing mesh through the steel bars pre-buried in the foundation concrete layer; drilling holes on each laid tile, inserting a copper wire into the hole of each laid tile, straightening the copper wire, tightly and firmly binding the copper wire and the reinforcing mesh, and tamping the laid tiles and the thermal insulation boards through fine aggregate concrete. According to the invention, construction of the laid tiles is realized on the thermal insulation layer, due to the action of the vertical reinforcement and the reinforcing mesh, the thermal insulation boards and the laid tiles are firmly located to withstand the test of monsoon climate in spring and autumn, so that the laid tiles of the roof have longer service life.
Description
Technical field
The present invention relates to construction engineering technical field, particularly the construction technology of oblique roofing tile hanging.
Background technology
The roof tile hanging also claims for sleeping in watt of roof, and is not only attractive in appearance but also rainproof, is that way is mainly decorated on present roof.These roofings are requiring the rakish while, more emphasize for sleeping in watt fastness.Existing job practices is: directly paste for sleeping in watt with concrete outside insulation layer, because roofing is skewed, the inclination that has reaches more than 45 °, is difficult to stand the test of monsoon climate in spring and autumn, makes the engineering of oblique roofing tile hanging be difficult to the large-scale popularization application.
Summary of the invention
The present invention seeks to propose a kind ofly can effectively ensure the fastness that crouches watt on roofing, improve the oblique roofing that the crouches watt application life watt job practices that crouches.
Technical solution of the present invention may further comprise the steps:
1) a pre-buried end stretches out in the vertical reinforcement of base concrete layer in the base concrete layer of roofing;
2) carry out the waterproofing mortar construction of waterproof layer at the base concrete layer;
3) warming plate is sticked on the waterproofing mortar waterproofing course, and make corresponding reinforcing bar intert each warming plate;
4) the roofing assembling reinforcement net outside warming plate, and steel mesh reinforcement fixed by reinforcing bar pre-buried in the base concrete layer;
5) at each watt boring eye that crouches, in eyelet that each crouches watt, wear copper wire, then that copper wire is firm with the steel mesh reinforcement colligation exceptionally straightly, and crouch watt and warming plate between tamp with pea gravel concreten.
By above technology, can be in the insulation layer watt construction of realize crouching, and because the effect of vertical reinforcement and steel mesh reinforcement, can make warming plate, watt securely location of crouching, stand the test of monsoon climate in spring and autumn, roofing is crouched watt has long application life.
Intert for convenience warming plate and fixing steel mesh reinforcement, do not cause waste of material again, the end of described vertical reinforcement stretches out in warming plate upper surface 30mm.
The vertical and horizontal spacing of adjacent vertical reinforcement in the base concrete layer is respectively 900 mm, and suitable vertical reinforcement density can ensure that the polarization of the location of warming plate and steel mesh reinforcement is better.
In order to guarantee watt marshalling that crouches, described steel mesh reinforcement is tensioned state at the hip place of roofing.
Tile hanging operation for convenience, the size of mesh opening of described steel mesh reinforcement and the length and width consistent size that crouches watt.
The specific embodiment
One, project profile:
Certain engineering building is designed to oblique roofing tile hanging roofing, and tiltedly the roofing angle is 45 °.
Two, roofing tile hanging selection of construction method:
Because roofing has ways such as waterproof, insulation, construction brings certain influence to roof tile, and this engineering roofing construction way is: roofing base concrete layer, waterproofing mortar waterproofing course, adhesive insulating layer, laying steel mesh reinforcement, watt layer for sleeping in.
Prepare on the basis: reserve Φ 12 mm vertical reinforcements at the concrete structure plate, two-way spacing 900mm is designed to: thermal insulation aspect 30mm is stretched out in each reinforcing bar upper end.After before doing the waterproofing mortar layer, earlier the cast-in-situ reinforced concrete slab face being cleaned with water totally, respectively sweep cement paste in length and breadth together.
Three, part is prepared:
Adopting length and width is crouching watt of 300mm * 300mm, crouch watt purchase after, get out 2 to 3 eyelets that are used for placing copper wire on the one side of crouching watt with bradawl.
Insulation layer is B1 level extruded sheet, and unit weight is 25Kg/m3.
For sleeping in watt is adopted for sleeping in watt an of pea gravel concreten.
Be used for hanging the two copper wires of each 18# of for sleeping in watt.
Colligation is at steel mesh reinforcement Φ 6 reinforcing bars.
Four, operating condition:
1, basic unit, waterproofing course, insulation layer should carry out hidden project inspection and check and accept, watt construction of can crouching after qualified.
2, must carry out water pouring test 2 hours after waterproofing course is finished, can carry out insulation layer behind the leakproof and paste laying.
3, processing should be carried out by designing requirement in various embedding pipe fittings root and basic unit and the junction of outstanding roof structure (parapet, courtyard etc.) and the corners of basic unit of passing roofing, and leveling layer all should do in the arc-shapedly, and arc radius is 100～150mm.And carry out the waterproof extra play.
Five, roofing construction step:
1, base cleaning: the foreign material above the sloping layer are cleaned out.After cleaning with water the cast-in-situ reinforced concrete slab face totally, respectively sweep cement paste in length and breadth together.
2, check whether the vertical reinforcement of reserving is complete, not enough place's bar planting polishing.
3, each inclined-plane levelling: adopt floating screed or paste the ash cake method, according to slope requirement, backguy looks for the slope to paste ash cake, in-line arrangement water direction floating screed, and the spacing of floating screed is 1.5m; In the gutter, the inlet for stom water place finds out flashing, smears waterproofing mortar behind the floating screed.For will cause insulation layer by the slope requirement levelling, not straight phenomenon appears in watt layer that crouches as the waterproofing mortar layer.
(4) insulation layer: extruded polystyrene board is sticked on the pitched roof with the bar sticky hair, and warming plate inserts in the reinforcing bar of reserving.Lay warming plate fissure of displacement lapped layup.
(5) assembling reinforcement net: steel mesh reinforcement is Φ 6 reinforcing bars, and is apart from being 300mm, consistent with for sleeping in watt length and width specification in length and breadth, the convenient watt operation of crouching.The reinforcing bar binding that steel mesh reinforcement and pitched roof concrete floor are reserved is firm, forms whole.The assembling reinforcement net must be tightened at the hip place.
(6) crouch and watt to put on behind the two copper wires of 18# the copper wire colligation on steel mesh reinforcement, copper wire must be exceptionally straight when copper wire and reinforcing bar binding, the colligation of tying tight is firm.Watt layer that crouches adopts for sleeping in watt of pea gravel concreten, and watt layer that crouches must completely be spread, and a west watt arch place mortar need be laid by the pitch of arch.
(7) ridge tiles is handled: before laying ridge tiles, be watt upwards the covering separately of each roofing on the roof, and to another crossing roofing, and fix with the steel mesh reinforcement of copper wire and and arranged on left and right sides.For the ease of closing up, last crouching will adjust when watt laying, and makes ridge can fully cover the roof tile of top layer, and equates with the lap width of ridge both sides roofing.
Six, sum up:
For sleeping in watt of roofing is more and more in the finial of city, and obtain people's approval with the excellent waterproof effect, it is the indispensable decoration mode of urban construction, check by practice of construction, watt construction of crouching on the insulation layer satisfy every index request and have elegant in appearance, durable in use, should clean, advantage such as easy to maintenance, so the present invention will be subjected to application more and more widely.
Claims (5)
1. the oblique roofing watt job practices that crouches is characterized in that may further comprise the steps:
1) a pre-buried end stretches out in the vertical reinforcement of base concrete layer in the base concrete layer of roofing;
2) carry out the waterproofing mortar construction of waterproof layer at the base concrete layer;
3) warming plate is sticked on the waterproofing mortar waterproofing course, and make corresponding reinforcing bar intert each warming plate;
4) the roofing assembling reinforcement net outside warming plate, and steel mesh reinforcement fixed by reinforcing bar pre-buried in the base concrete layer;
5) at each watt boring eye that crouches, in eyelet that each crouches watt, wear copper wire, then that copper wire is firm with the steel mesh reinforcement colligation exceptionally straightly, and crouch watt and warming plate between tamp with pea gravel concreten.
2. according to the described oblique roofing of claim 1 watt job practices for sleeping in, it is characterized in that the end of described vertical reinforcement stretches out in warming plate upper surface 30mm.
3. according to claim 1 or 2 described oblique roofings watt job practices for sleeping in, it is characterized in that the vertical and horizontal spacing of adjacent vertical reinforcement in the base concrete layer is respectively 900 mm.
4. according to the described oblique roofing of claim 1 watt job practices for sleeping in, it is characterized in that described steel mesh reinforcement is tensioned state at the hip place of roofing.
5. according to claim 1 or 4 described oblique roofings watt job practices for sleeping in, it is characterized in that the size of mesh opening of described steel mesh reinforcement and for sleeping in watt length and width consistent size.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013103064477A CN103334554A (en) | 2013-07-22 | 2013-07-22 | Construction method of laid tiles of sloping roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013103064477A CN103334554A (en) | 2013-07-22 | 2013-07-22 | Construction method of laid tiles of sloping roof |
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| CN103334554A true CN103334554A (en) | 2013-10-02 |
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| CN2013103064477A Pending CN103334554A (en) | 2013-07-22 | 2013-07-22 | Construction method of laid tiles of sloping roof |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526887A (en) * | 2013-10-28 | 2014-01-22 | 青岛科瑞新型环保材料有限公司 | Construction technology of inverted flat roof insulation structure |
| CN103669733A (en) * | 2013-12-26 | 2014-03-26 | 江苏省华建建设股份有限公司 | Method for constructing tapestry bricks of foliated hyperboloid roof shed |
| CN104533026A (en) * | 2014-11-24 | 2015-04-22 | 西安市建筑工程总公司 | Construction method for horizontal tile of antique roof of high-rise building |
| CN105298031A (en) * | 2015-09-08 | 2016-02-03 | 中建二局第三建筑工程有限公司 | Steep tiled roof structure of archaized building and its construction method |
| CN106193462A (en) * | 2016-08-24 | 2016-12-07 | 陕西建工第建设集团有限公司 | Roofing Splitting Tile construction method modelled after an antique |
| CN107489239A (en) * | 2016-06-13 | 2017-12-19 | 宜兴市周铁镇生力钻探机械厂 | A kind of cast-in-place concrete roof tile hanging construction technology |
| CN109518888A (en) * | 2018-12-18 | 2019-03-26 | 中建四局第六建筑工程有限公司 | The construction method and structure of a kind of 70 ° of tilt angle or more roofing tiles |
| CN109577564A (en) * | 2018-11-07 | 2019-04-05 | 中建四局第六建筑工程有限公司 | A kind of fixed structure of heavy grade roof tile |
| 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 |
| CN112431362A (en) * | 2020-12-11 | 2021-03-02 | 中铁二十局集团第四工程有限公司 | Roof heat-insulating waterproof structure and construction method thereof |
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| DE4309649A1 (en) * | 1993-01-08 | 1994-07-14 | Kempf & Seifried Bauelemente U | Sloping tiled roof for building |
| CN201714000U (en) * | 2010-07-03 | 2011-01-19 | 叶香竹 | Pitched roof external heat insulation structure |
| CN202530641U (en) * | 2012-03-31 | 2012-11-14 | 叶香菲 | Mortar tile pasting inclined roof |
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2013
- 2013-07-22 CN CN2013103064477A patent/CN103334554A/en active Pending
Patent Citations (3)
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|---|---|---|---|---|
| DE4309649A1 (en) * | 1993-01-08 | 1994-07-14 | Kempf & Seifried Bauelemente U | Sloping tiled roof for building |
| CN201714000U (en) * | 2010-07-03 | 2011-01-19 | 叶香竹 | Pitched roof external heat insulation structure |
| CN202530641U (en) * | 2012-03-31 | 2012-11-14 | 叶香菲 | Mortar tile pasting inclined roof |
Non-Patent Citations (2)
| Title |
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| 刘剑锐: "尖顶斜屋面挂瓦施工技术", 《中国建筑防水》 * |
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Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526887B (en) * | 2013-10-28 | 2016-06-29 | 青岛科瑞新型环保材料有限公司 | A kind of construction technology of inversion type flat roof deck insulation construction |
| CN103526887A (en) * | 2013-10-28 | 2014-01-22 | 青岛科瑞新型环保材料有限公司 | Construction technology of inverted flat roof insulation structure |
| CN103669733A (en) * | 2013-12-26 | 2014-03-26 | 江苏省华建建设股份有限公司 | Method for constructing tapestry bricks of foliated hyperboloid roof shed |
| CN103669733B (en) * | 2013-12-26 | 2016-01-13 | 江苏省华建建设股份有限公司 | A kind of foliaceous hyperboloid roof system canopy face brick construction method |
| CN104533026A (en) * | 2014-11-24 | 2015-04-22 | 西安市建筑工程总公司 | Construction method for horizontal tile of antique roof of high-rise building |
| CN105298031A (en) * | 2015-09-08 | 2016-02-03 | 中建二局第三建筑工程有限公司 | Steep tiled roof structure of archaized building and its construction method |
| CN105298031B (en) * | 2015-09-08 | 2017-12-05 | 中建二局第三建筑工程有限公司 | The heavy grade tile roofing structure and its construction method of a kind of building in the style of the ancients |
| CN107489239A (en) * | 2016-06-13 | 2017-12-19 | 宜兴市周铁镇生力钻探机械厂 | A kind of cast-in-place concrete roof tile hanging construction technology |
| CN106193462A (en) * | 2016-08-24 | 2016-12-07 | 陕西建工第建设集团有限公司 | Roofing Splitting Tile construction method modelled after an antique |
| CN109577564A (en) * | 2018-11-07 | 2019-04-05 | 中建四局第六建筑工程有限公司 | A kind of fixed structure of heavy grade roof tile |
| CN109518888A (en) * | 2018-12-18 | 2019-03-26 | 中建四局第六建筑工程有限公司 | The construction method and structure of a kind of 70 ° of tilt angle or more roofing tiles |
| 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 |
| 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 |
| CN112431362A (en) * | 2020-12-11 | 2021-03-02 | 中铁二十局集团第四工程有限公司 | Roof heat-insulating waterproof structure and construction method thereof |
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| PB01 | Publication | ||
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20131002 |