CN109339328A - A kind of cavity type eaves structure and its construction method - Google Patents

A kind of cavity type eaves structure and its construction method Download PDF

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Publication number
CN109339328A
CN109339328A CN201811315120.5A CN201811315120A CN109339328A CN 109339328 A CN109339328 A CN 109339328A CN 201811315120 A CN201811315120 A CN 201811315120A CN 109339328 A CN109339328 A CN 109339328A
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China
Prior art keywords
superimposed sheet
structural beams
prefabricated superimposed
cavity
cavity type
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CN201811315120.5A
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Chinese (zh)
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CN109339328B (en
Inventor
尹林珠
彭永钢
胡海滨
傅韬
李剑斌
孙伟
孙一伟
戴靖
张运炜
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Guangdong Provincial Architectural Engineering Machinery Construction Co Ltd
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Guangdong Provincial Architectural Engineering Machinery Construction Co Ltd
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Priority to CN201811315120.5A priority Critical patent/CN109339328B/en
Publication of CN109339328A publication Critical patent/CN109339328A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • E04B7/02Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/04Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D11/00Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
    • E04D11/02Build-up roofs, i.e. consisting of two or more layers bonded together in situ, at least one of the layers being of watertight composition
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/15Trimming strips; Edge strips; Fascias; Expansion joints for roofs
    • E04D13/158Trimming strips; Edge strips; Fascias; Expansion joints for roofs covering the overhang at the eave side, e.g. soffits, or the verge of saddle roofs

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The present invention relates to eaves technical field of construction more particularly to a kind of cavity type eaves structure and its construction methods.Cantilevered plate and multiple parallel spaced structural beams, the cantilevered plate including forming eaves are horizontally disposed with, and the structural beams are vertically set on cantilevered plate;Each structure depth of beam successively increases, and prefabricated superimposed sheet is provided in the structural beams, and cavity is formed between the prefabricated superimposed sheet, cantilevered plate and structural beams, and the prefabricated superimposed sheet is connect with structural beams by concreting.The present invention uses eaves cavity type, overhanging end load can be reduced, increases fabric structure cantilever span, reduces the limitation of architectural design, make to design more flexible, the use of prefabricated superimposed sheet simultaneously, can be reduced difficulty of construction, shortens the construction period, reduce construction cost, prefabricated superimposed sheet is connect with structural beams by concrete, is tightly combined, and structural integrity is improved.

Description

A kind of cavity type eaves structure and its construction method
Technical field
The present invention relates to eaves technical field of construction more particularly to a kind of cavity type eaves structure and its construction methods.
Background technique
In the building on roof, the application of the pitched roof as Chinese traditional architecture is very wide.And the eaves of pitched roof, Need to meet certain load requirement, because to consider its load and length of cornicing, common pitched roof eaves structure building is set The limitation of meter is larger, designs not flexible.Therefore, cavity is set at eaves when current construction, it is possible to reduce overhanging end load, So that fabric structure cantilever span increases.
Cavity eaves construction traditional at present generallys use plank sheathing, and difficulty of construction is big, and labor intensive and material, applies Internal template can not remove after work, increase eaves weight, and can rot over time in inside, while in eaves cavity The upright bar of portion's support can not remove, and upright bar support top may have an impact structure, such as: plate cracking.Also the cavity eaves having are applied Work is in such a way that the light materials such as foam first fill after-pouring plate face concrete, but beam slab separates after-pouring concrete and combines not It is good.
Summary of the invention
The present invention in order to overcome at least one of the drawbacks of the prior art described above (deficiency), provides a kind of cavity type eaves knot Structure and its construction method.
In order to solve the above technical problems, technical scheme is as follows:
A kind of cavity type eaves structure, cantilevered plate and multiple parallel spaced structural beams including composition eaves are described Cantilevered plate is horizontally disposed, and the structural beams are vertically set on cantilevered plate;Each structure depth of beam successively increases, the knot It is provided with prefabricated superimposed sheet on structure beam, cavity, the prefabricated overlapping are formed between the prefabricated superimposed sheet, cantilevered plate and structural beams Plate is connect with structural beams by concreting.
Further, it is disposed with waterproof layer, insulating layer, concrete cover from bottom to top on the prefabricated superimposed sheet And glazed tiles.
Further, eaves lower part is installed with support rod, and the quantity of the structural beams is four, the knot positioned at outside both ends The cavity is respectively formed between structure beam.
Further, the eaves structure is additionally provided with gutter and drainpipe, and the gutter setting is in intermediate two structures Between beam, the gutter is connect with drainpipe, and the gutter is connected with drainpipe.
Further, the prefabricated superimposed sheet upper surface is rough surface.
Further, the rough surface bumps degree is not less than 4mm.
The present invention also provides a kind of cavity type eaves structure construction methods, using above-mentioned cavity type eaves structure, including Following steps: S1, cantilevered plate and structural beams pour: bracket needed for having set up cantilevered plate below cantilevered plate predeterminated position, The template and reinforcing bar of completion cantilevered plate and structural beams binding above bracket, casting concrete completion cantilevered plate and structural beams are poured It builds, rear form removal to be solidified;S2, prefabricated superimposed sheet: according to the length and width dimensions of cavity upper board, prefabricated superimposed sheet is precast; S3, hoisting prefabricated superimposed sheet: prefabricated superimposed sheet is mounted on cavity top, and both ends are ridden upon respectively in two structural beams;S4, Installation formwork for placing: installing formwork for placing around prefabricated superimposed sheet, and completes the binding of roofing concrete reinforcing bar;S5, it pours Roofing concrete: pouring roofing concrete in formwork for placing, completes being fixedly connected for prefabricated superimposed sheet and structural beams;S6, it tears open Except formwork for placing, roof cavity structure is completed.
Further, the construction method further includes, S7, on prefabricated superimposed sheet from bottom to top successively paving waterproof layer, Insulating layer, concrete cover and glazed tiles.
Further, U-stirrups are reserved with above structural beams in the reinforcing bar binding of structural beams in the step S1; In the step S3, in the installation of prefabricated superimposed sheet, prefabricated superimposed sheet is connect with U-stirrups.
Compared with prior art, cavity type eaves structure of the invention and its construction method include it is following the utility model has the advantages that
(1) cavity type eaves are used, eaves overhanging end load can be reduced and reduced so that fabric structure cantilever span increases The limitation of architectural design, to make to design more flexible.
(2) using it is prefabricated and it is cast-in-place combine by the way of, prefabricated superimposed sheet is tightly combined with structural beams, board bottom do not have to dress Mould does not have to supporting element, the problem of can not removing there is no component inside cavity template, support top.
(3) prefabricated superimposed sheet is used when constructing, it is ensured that Bar Anchorage, overlap joint keep planar dimension more accurate, Concrete beam plate one-piece casting structural integrity is strong, while prefabricated components installation is fast, can effectively improve working efficiency, reduces work Phase reduces construction cost.
Detailed description of the invention
Fig. 1 is cavity type of embodiment of the present invention eaves structure figure.
Fig. 2 is cavity type of embodiment of the present invention eaves installation diagram (one).
Fig. 3 is cavity type of embodiment of the present invention eaves installation diagram (two).
Fig. 4 is cavity type of embodiment of the present invention eaves installation diagram (three).
Fig. 5 is construction method of embodiment of the present invention structure chart.
Wherein: 1 cantilevered plate, 2 structural beams, 3 prefabricated superimposed sheets, 4 cavitys, 5 waterproof layers, 6 insulating layers, 7 protective layers, 8 coloured glazes Watt, 9 gutters, 10 drainpipes, 11 formwork for placing, 12 roofing concretes, 13 U-stirrups.
Specific embodiment
In order to facilitate the understanding of those skilled in the art, with reference to the accompanying drawings and examples to technical solution of the present invention do into The explanation of one step.
Embodiment one
A kind of cavity type eaves structure, refering to fig. 1-4, including forming the cantilevered plate 1 of eaves and multiple parallel spaced Structural beams 2, cantilevered plate 1 are horizontally disposed, and multiple structural beams 2 are vertically set on cantilevered plate 1, and the height of structural beams 2 is from eaves Mouthful to successively increasing within doors.The quantity of structural beams 2 can be four, it is of course also possible to be other any suitable quantities, in this reality It applies in example, the quantity of the structural beams 2 is four.Close to two structural beams 2 of eaves mouth and close to two structural beams 2 within doors On be respectively erected with prefabricated superimposed sheet 3, prefabricated superimposed sheet 3 is connect with structural beams 2 by concreting, prefabricated superimposed sheet 3, outstanding Cavity 4 is formed between bridging piece 1 and structural beams 2.
The structure is advantageous in that eaves are set as cavity type, it is possible to reduce overhanging end load, so that fabric structure is outstanding Length increase is chosen, architectural design limitation is reduced, makes to design more flexible.The use of prefabricated superimposed sheet 3 simultaneously, can subtract Few difficulty of construction, shortens the construction period, reduces construction cost, and prefabricated superimposed sheet 3 is connect with structural beams 2 by concrete, in conjunction with Closely, structural integrity is improved.
In some embodiments, waterproof layer 5, insulating layer 6, concrete cover 7 and coloured glaze are additionally provided on prefabricated superimposed sheet 3 Glass watt 8, waterproof layer 5, insulating layer 6, concrete cover 7 and glazed tiles 8 are set gradually from bottom to top.
In some embodiments, the material of waterproof layer 5 is 1.2mm thickness polyvinylchloride coiled material;The material of insulating layer 6 is 30mm thickness polystyrene extrusion molding foam-board;The material of protective layer 7 is 35mm thickness pea gravel concreten.Certainly, the material of waterproof layer 5 It can be any other suitable waterproof material, insulating layer 6 is also possible to any other suitable thermal insulation material, likewise, protective layer 7 It is also possible to any other appropriate protection material.
In some embodiments, eaves structure is additionally provided with gutter 9 and drainpipe 10, and the setting of gutter 9 is in intermediate two knots Between structure beam 2, drainpipe 10 is connect with gutter 9, and drainpipe 10 is connected with gutter 9, and eaves can pass through gutter 9 and draining Pipe 10 carries out roof drainage.
In some embodiments, the plate upper surface of prefabricated superimposed sheet 3 is rough surface, and the bumps of rough surface are not less than 4mm, and not troweling.
Embodiment two
A kind of cavity type eaves structure construction method, refering to fig. 1-5, using the cavity type eaves structure in embodiment one, including Following steps: S1, cantilevered plate and structural beams pour: bracket needed for having set up cantilevered plate 1 below 1 predeterminated position of cantilevered plate, Template and the reinforcing bar binding of cantilevered plate 1 and structural beams 2 are completed above bracket, casting concrete completes cantilevered plate 1 and structural beams 2 Pour, it is to be solidified after form removal;S2, prefabricated superimposed sheet: it according to the length and width dimensions of 4 upper board of cavity, precasts prefabricated folded Plywood 3;S3, hoisting prefabricated superimposed sheet: prefabricated superimposed sheet 3 is mounted on 4 top of cavity, and both ends ride upon two structures respectively On beam 2;S4, installation formwork for placing: formwork for placing 11 is installed around prefabricated superimposed sheet 3, and completes roofing concrete reinforcing bar Binding;S5, it pours roofing concrete: pouring roofing concrete in formwork for placing 11, complete prefabricated superimposed sheet 3 and structural beams 2 Be fixedly connected;S6, formwork for placing 11 is removed, completes roof cavity structure;S7, on prefabricated superimposed sheet 3 from bottom to top successively Paving waterproof layer 5, insulating layer 6, concrete cover 7 and glazed tiles 8.
In construction, in step S1, in the reinforcing bar binding of structural beams 2, U-stirrups are reserved with above structural beams 2 13;In step S3, in the installation of prefabricated superimposed sheet 3, prefabricated superimposed sheet 3 is connect with U-stirrups 13, and prefabricated superimposed sheet 2 passes through U-stirrups 13 are fixed in structural beams.
Obviously, the above embodiment of the present invention is only intended to clearly illustrate examples made by the present invention, and is not to this The restriction of the embodiment of invention.It for those of ordinary skill in the art, on the basis of the above description can be with It makes other variations or changes in different ways.There is no necessity and possibility to exhaust all the enbodiments.It is all in this hair Made any modifications, equivalent replacements, and improvements etc., should be included in the claims in the present invention within bright spirit and principle Within protection scope.

Claims (9)

1. a kind of cavity type eaves structure, which is characterized in that cantilevered plate (1) and multiple and row interval including forming eaves are set The structural beams (2) set, the cantilevered plate (1) is horizontally disposed, and the structural beams (2) are vertically set on cantilevered plate (1);It is each described The height of structural beams (2) successively increases, and is provided with prefabricated superimposed sheet (3) on the structural beams (2), the prefabricated superimposed sheet (3), It is formed between cantilevered plate (1) and structural beams (2) cavity (4), the prefabricated superimposed sheet (3) is poured with structural beams (2) by concrete Build connection.
2. cavity type eaves structure according to claim 1, which is characterized in that on the prefabricated superimposed sheet (3) from it is lower to On be disposed with waterproof layer (5), insulating layer (6), concrete cover (7) and glazed tiles (8).
3. cavity type eaves structure according to claim 1, which is characterized in that the quantity of the structural beams (2) is four, The cavity (4) are respectively formed between the structural beams (2) at outside both ends.
4. cavity type eaves structure according to claim 3, which is characterized in that the eaves structure is additionally provided with gutter (9) it is arranged between intermediate two structural beams (2) with drainpipe (10), the gutter (9), the gutter (9) and drainpipe (10) it connects, and the gutter (9) is connected with drainpipe (10).
5. cavity type eaves structure according to claim 1, which is characterized in that on the bottom plate of the prefabricated superimposed sheet (3) Surface is rough surface.
6. cavity type eaves structure according to claim 5, which is characterized in that the rough surface bumps degree is not less than 4mm。
7. a kind of cavity type eaves structure construction method, which is characterized in that using cavity type any described in claim 1-6 Eaves structure, comprising the following steps:
S1, cantilevered plate and structural beams pour: bracket needed for having set up cantilevered plate (1) below cantilevered plate (1) predeterminated position, Template and the reinforcing bar binding of cantilevered plate (1) and structural beams (2) are completed above bracket, casting concrete is completed cantilevered plate (1) and tied Structure beam (2) pour, rear form removal to be solidified;
S2, prefabricated superimposed sheet: according to the length and width dimensions of cavity (4) upper board, prefabricated superimposed sheet (3) are precast;
S3, hoisting prefabricated superimposed sheet: prefabricated superimposed sheet (3) is mounted on cavity (4) top, and both ends ride upon two knots respectively On structure beam (2);
S4, installation formwork for placing: formwork for placing (11) are installed around prefabricated superimposed sheet (3), and complete roofing concrete steel Muscle binding;
S5, it pours roofing concrete: pouring roofing concrete in formwork for placing (11), complete prefabricated superimposed sheet (3) and structure Beam (2) are fixedly connected;
S6, formwork for placing (11) are removed, completes roof cavity structure.
8. cavity type eaves structure construction method according to claim 7, which is characterized in that the construction method is also wrapped Include, S7, on prefabricated superimposed sheet (3) from bottom to top successively paving waterproof layer (5), insulating layer (6), concrete cover (7) and Glazed tiles (8).
9. cavity type eaves structure construction method according to claim 7, which is characterized in that in structure in the step S1 When the reinforcing bar binding of beam (2), U-stirrups (13) are reserved with above structural beams (2);In the step S3, in prefabricated superimposed sheet (3) when installing, prefabricated superimposed sheet (3) connect with U-stirrups (13).
CN201811315120.5A 2018-11-06 2018-11-06 Cavity type eave structure and construction method thereof Active CN109339328B (en)

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Application Number Priority Date Filing Date Title
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CN109339328B CN109339328B (en) 2024-04-30

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111236554A (en) * 2020-01-20 2020-06-05 湖南宝家云建筑工程管理有限公司 One-step forming pouring method for cornice

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06229056A (en) * 1993-02-04 1994-08-16 Misawa Homes Co Ltd Assembly method for roof eaves edge of prefabricated building and roof panel for eaves edge
JPH1162097A (en) * 1997-08-08 1999-03-05 Misawa Homes Co Ltd Eaves edge part structure
CN203097135U (en) * 2013-03-08 2013-07-31 熊艳芳 Pitched roof eaves gutter
CN203441009U (en) * 2013-08-13 2014-02-19 章吉浦 Roof cornice structure
CN106193474A (en) * 2016-08-11 2016-12-07 郑秋锁 The light-weight metal binding structure of cornice and construction method thereof
CN207160428U (en) * 2017-07-26 2018-03-30 福建农林大学 A kind of light greening structure of pitched roof
CN209308247U (en) * 2018-11-06 2019-08-27 广东省建筑工程机械施工有限公司 A kind of cavity type eaves structure

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06229056A (en) * 1993-02-04 1994-08-16 Misawa Homes Co Ltd Assembly method for roof eaves edge of prefabricated building and roof panel for eaves edge
JPH1162097A (en) * 1997-08-08 1999-03-05 Misawa Homes Co Ltd Eaves edge part structure
CN203097135U (en) * 2013-03-08 2013-07-31 熊艳芳 Pitched roof eaves gutter
CN203441009U (en) * 2013-08-13 2014-02-19 章吉浦 Roof cornice structure
CN106193474A (en) * 2016-08-11 2016-12-07 郑秋锁 The light-weight metal binding structure of cornice and construction method thereof
CN207160428U (en) * 2017-07-26 2018-03-30 福建农林大学 A kind of light greening structure of pitched roof
CN209308247U (en) * 2018-11-06 2019-08-27 广东省建筑工程机械施工有限公司 A kind of cavity type eaves structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111236554A (en) * 2020-01-20 2020-06-05 湖南宝家云建筑工程管理有限公司 One-step forming pouring method for cornice
CN111236554B (en) * 2020-01-20 2022-02-11 湖南宝信云建筑综合服务平台股份有限公司 One-step forming pouring method for cornice

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