CN109707111B - Assembled concrete archaized roof and construction method thereof - Google Patents
Assembled concrete archaized roof and construction method thereof Download PDFInfo
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- CN109707111B CN109707111B CN201910056102.8A CN201910056102A CN109707111B CN 109707111 B CN109707111 B CN 109707111B CN 201910056102 A CN201910056102 A CN 201910056102A CN 109707111 B CN109707111 B CN 109707111B
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- 239000004567 concrete Substances 0.000 title claims abstract description 96
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 239000011178 precast concrete Substances 0.000 claims abstract description 70
- 238000004321 preservation Methods 0.000 claims abstract description 10
- 238000000034 method Methods 0.000 claims description 16
- 239000004568 cement Substances 0.000 claims description 15
- 239000000203 mixture Substances 0.000 claims description 14
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 238000009413 insulation Methods 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 5
- 238000002360 preparation method Methods 0.000 claims description 5
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000003825 pressing Methods 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 3
- 238000009417 prefabrication Methods 0.000 abstract description 6
- 238000010009 beating Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 abstract description 2
- 239000011150 reinforced concrete Substances 0.000 description 6
- 239000002023 wood Substances 0.000 description 5
- 239000000835 fiber Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000011083 cement mortar Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005242 forging Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/254—Roof garden systems; Roof coverings with high solar reflectance
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B80/00—Architectural or constructional elements improving the thermal performance of buildings
- Y02B80/32—Roof garden systems
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The assembled concrete archaized roof comprises more than one precast concrete archaized roof plate, a seam roof tile and precast concrete roof beams, wherein each precast concrete archaized roof plate comprises an outer leaf layer, a heat preservation layer and a concrete slab, the seam roof tile is arranged at the outer side of a spliced part of two adjacent precast concrete archaized roof plates, and flashing grooves are formed at the inner sides of two ends of the seam roof tile; the precast concrete roof beams are arranged on the inner sides of the splicing parts of the two adjacent precast concrete archaized roof boards. The invention adopts the reverse beating technology, the components containing the full structural hierarchy of the concrete archaized roof are produced through factory prefabrication, the whole concrete archaized roof is assembled on the engineering site, the construction quality and the work efficiency of the concrete archaized roof are obviously improved, the construction cost is low, and the concrete archaized roof is attractive and durable, and particularly, the waterproof and heat-insulating performances are more excellent due to the better integrity.
Description
Technical Field
The invention belongs to the technical field of building engineering, relates to the construction of archaized buildings, and in particular relates to an assembled concrete archaized roof and a construction method thereof.
Background
The existing concrete archaized roof and the construction method thereof mainly comprise the following modes:
the cast-in-place concrete is used as a structural floor layer of the roof, and the roof hanging tile is paved after the heat preservation and waterproof layer is paved.
The invention patent specification CN201310143532.6 discloses an archaize building roof cornice wood base layer and concrete combined structure and a construction method thereof, wherein the structure comprises a reinforced concrete roof board, a cornice rafter and a wood roof board which are arranged on the reinforced concrete roof board, the front end of the reinforced concrete roof board only extends to the cornice purlin position, a staggered platform is reserved at the front part of the upper surface of the reinforced concrete roof board, and at least two embedded parts are transversely arranged on the reinforced concrete roof board at the lower layer of the staggered platform. The eaves rafter is wood component, and eaves rafter interval arrangement is on the reinforced concrete roof board of dislocation lower floor to fixed by screw rod and nut and built-in fitting, eaves rafter front end extends to big eaves position through eaves purlin. According to the invention, the cornice is poured by using the wood member instead of concrete, so that the height of the cornice with the large connecting cornice can be reduced, the thickness of the cornice is obviously reduced, the cornice part is more attractive, and the overall aesthetic effect of the building is improved. The invention adopts the construction method of combining the ancient building wood work and the concrete, the construction is simple and easy to implement, and workers do not need to operate on the bottom in the whole construction process. The invention only makes the structural floor layer of the roof into a concrete structure, and the upper part of the concrete structure is basically the same as the traditional ancient building, and has low work efficiency and high manufacturing cost.
The invention patent specification CN201210591558.2 discloses an anti-cracking and anti-seepage method for a concrete roof of an archaize building, wherein the lower end of a waterproof layer of the roof of the archaize building is turned upwards at two positions which are far away from the continuous eaves L1 and L2 and is pressed in a lap joint gap of a roof tile, so that water on the surface of the waterproof layer is discharged to the upper surface of the roof tile and flows to the end part of a cornice along the tile surface to drop; meanwhile, the roof tile at the outer end of the cornice is directly stuck on a concrete structural plate or a reinforced mortar tarpaulin back layer. The invention adopts the method of changing the details of the waterproof structure of the cornice of the roof on the premise of not changing the appearance effect and the waterproof function of the roof of the archaized building, so that the water permeated into the waterproof layer is discharged in advance, and the eave connecting part is ensured not to be corroded by the water. The invention only makes innovation for drainage of the roof, and does not change the overall structure of the roof.
The existing concrete archaized roof and the construction method thereof have the problems of complex construction, low work efficiency, low cost, poor durability and the like, and in order to solve the problems, a new technical scheme is urgently required to be provided.
Disclosure of Invention
The technical problems to be solved by the invention are as follows: the assembled concrete archaized roof and the construction method thereof are provided, the components containing the whole structural hierarchy of the concrete archaized roof are produced by factory prefabrication, the whole concrete archaized roof is assembled on the engineering site, the construction quality and the work efficiency of the concrete archaized roof are obviously improved, the construction cost is low, and the assembled concrete archaized roof is attractive and durable, and particularly has better waterproof and heat-insulating performances due to better integrity.
Assembled concrete archaize roofing, characterized by: the prefabricated concrete archaizing roof comprises more than one prefabricated concrete archaizing roof plate, a seam roof tile and prefabricated concrete roof beams, wherein each prefabricated concrete archaizing roof plate comprises an outer leaf layer, a heat preservation layer and a concrete slab, the shape, the size and the color of the outer side of the outer leaf layer are the same as those of the archaizing roof tile to be imitated, flashing bulges are arranged at the two ends of the outer leaf layer, and the side surface of the outer She Cengna is a plane; the heat preservation layer is arranged on the inner side of the outer leaf layer; the concrete slab is arranged on the inner side of the heat insulation layer;
the spliced roof tiles are arranged at the outer sides of the spliced positions of two adjacent precast concrete archaized roof boards, flashing grooves are formed in the inner sides of two ends of the spliced roof tiles, the flashing grooves correspond to the flashing bulges, and the inner diameters of the flashing grooves are 5-40 mm larger than the outer diameters of the flashing bulges;
the precast concrete roof beams are arranged on the inner sides of the splicing parts of the two adjacent precast concrete archaized roof boards.
The construction method of the assembled concrete archaized roof is characterized by comprising the following steps of: the method for constructing the fabricated concrete archaized roof comprises the following steps in sequence,
step one, preparing a spliced roof tile
The edge joint roof tile is made of the same material as the outer leaf layer, and a flashing groove is formed in the edge of the bottom of the edge joint roof tile;
step two, preparing a precast concrete archaized roof board
Paving a template, wherein the shape and the size of the outer contour of the template are manufactured according to the requirement of designing an archaized roof; laying an outer leaf layer reinforcing steel bar net or a steel wire net, pouring cement-based cementing mixture, laying an insulating layer, penetrating a connecting piece into the outer leaf layer through the insulating layer, reserving a connecting section with a concrete slab, binding concrete slab reinforcing steel bars, pouring concrete, turning over after the strength of the cured concrete reaches C20, and finishing the preparation of the precast concrete archaized roof board;
step three, preparing the precast concrete roof beam
Preparing a precast concrete roof beam in a conventional manner;
step four, assembling an archaized roof with a concrete structure
The connecting node is positioned at the top of the precast concrete roof beam, after the precast concrete roof beam and the precast concrete archaized roof slab are installed, beam steel bars are bound at the joint between the precast concrete archaized roof slab and the precast concrete roof beam, cast-in-place concrete is poured, an insulation board is paved, slurry is sat, a joint roof tile is paved, and a flashing groove of the joint roof tile is buckled at a position corresponding to a flashing protrusion on the precast concrete archaized roof slab; and (5) finishing the construction of the assembled concrete archaized roof.
Step two, preparing a precast concrete archaized roof board, and paving a template, wherein the shape and the size of the outer contour of the template are manufactured according to the requirements of designing the archaized roof; pouring cement-based gelling mixture; adopting a Shu Leshe plate as a heat-insulating layer, and pressing an outer steel wire mesh of the Shu Leshe plate into the cement-based cementing mixture; and (3) supporting the side forms, binding concrete slab reinforcing steel bars, pouring concrete, and turning over after the strength of the cured concrete reaches C20 to finish the preparation of the precast concrete archaized roof board.
And fourthly, assembling the archaized roof with the concrete structure, wherein the connecting nodes are positioned between the precast concrete archaized roof plates, the assembling method is that after the precast concrete archaized roof plates are assembled, at the joint between the precast concrete archaized roof plates, a concrete slab bottom die is supported, plate reinforcing steel bars are bound, cast-in-place concrete is poured, a heat-insulating plate is paved, a mortar is placed, and a joint roof tile is paved, and a flashing groove of the joint roof tile is buckled at a position corresponding to a flashing protrusion on the precast concrete archaized roof plate.
Through the design scheme, the invention has the following beneficial effects: the assembled concrete archaized roof and the construction method thereof adopt reverse beating technology, the components containing the whole structural hierarchy of the concrete archaized roof are produced through factory prefabrication, the whole concrete archaized roof is assembled on the engineering site, the construction quality and the work efficiency of the concrete archaized roof are obviously improved, the construction cost is low, and simultaneously, the assembled concrete archaized roof is attractive and durable, and particularly, the waterproof and heat-insulating performances are more excellent due to the better integrity.
Drawings
The invention is further described with reference to the drawings and detailed description which follow:
FIG. 1 is a schematic cross-sectional view of a precast concrete archaized roof panel of the present invention.
FIG. 2 is a schematic elevation view of a precast concrete archaized roof panel of the present invention.
FIG. 3 is a schematic view of a cross-sectional panel end of a precast concrete archaized roof panel of the present invention.
FIG. 4 is a schematic cross-sectional view of a roofing tile of the present invention.
FIG. 5 is a schematic cross-sectional view of a precast concrete roof beam of the present invention.
FIG. 6 is a schematic cross-sectional view of a connection node of the present invention positioned on top of a precast concrete roof beam.
FIG. 7 is a schematic cross-sectional view of the connection node of the present invention between precast concrete archaized roof panels.
FIG. 8 is a schematic view of a partial longitudinal section of an archaized roof according to the present invention.
In the figure, the outer leaf layer is 1-, the heat preservation layer is 2-, the concrete slab is 3-, the flashing bulges are 4-, the roof tiles are 5-abutted seam, the flashing grooves are 6-, the precast concrete roof beams are 7-and the cast-in-place concrete is 8-.
Detailed Description
Assembled concrete archaize roofing, characterized by: as shown in fig. 1 to 8, the prefabricated concrete roof comprises a prefabricated concrete archaized roof plate, a joint roof tile 5 and a prefabricated concrete roof beam 7;
the prefabricated concrete archaized roof board comprises an outer leaf layer 1, a heat preservation layer 2 and a concrete slab 3, wherein the outer leaf layer 1 is positioned at the outer side of a fully-structured hierarchical component of the concrete archaized roof produced by factory prefabrication, and is prepared by cement-based gel mixture, and the outline shape and the size of the outer leaf layer 1 are prefabricated according to the requirements of the design archaized roof; the cement-based cementing mixture is divided into materials including ordinary concrete, fiber concrete, ordinary cement mortar, fiber cement mortar and fiber cement paste; the color of the cement-based gel mixture finished product comprises color; the outer side of the outer leaf layer 1 also comprises roof tiles, and the roof tiles are preset on the outer side of the cement-based cementing mixture to finish prefabrication together;
the heat preservation layer 2 is made of foamed plastic or rock wool and is arranged on the inner side of the outer leaf layer 1;
the concrete slab 3 is a concrete structure roof board of a building and is connected with the heat preservation layer 2;
the flashing bulge 4 is a bulge flashing structure arranged at the top edge of a prefabricated part of the fabricated concrete archaized roof;
the spliced roof tile 5 is a roof tile prepared by adopting the same material and color as the outer leaf layer 1, and is arranged at the outer side of the spliced part of two adjacent precast concrete archaized roof plates;
the flashing groove 6 is a groove flashing structure arranged at the edge of the bottom of the tile 5 of the spliced roof, corresponds to the flashing bulge 4 and has an inner diameter 5 mm-40 mm larger than the outer diameter of the flashing bulge 4;
the precast concrete roof beam 7 comprises a full-section precast concrete beam and a partial-section precast concrete beam, and is arranged on the inner side of a splicing position of two adjacent precast concrete archaized roof boards.
The construction method of the assembled concrete archaized roof is characterized by comprising the following steps of: as shown in fig. 1 to 8, the method comprises the following steps, and the following steps are sequentially carried out,
step one, preparing a patchwork roofing tile 5
The edge joint roofing tile 5 is made of the same material as the outer leaf layer 1, and a flashing groove 6 is arranged at the edge of the bottom of the edge joint roofing tile 5;
step two, preparing a precast concrete archaized roof board
Adopting a reverse forging process to prepare a precast concrete archaized roof board,
the outside adopts the whole prefabrication scheme of cement-based gel mixture: paving a template, wherein the shape and the size of the outer contour of the template are manufactured according to the requirement of designing an archaized roof;
laying a reinforcing steel bar mesh or a steel wire mesh of the outer leaf layer 1, pouring cement-based cementing mixture, laying an insulation layer 2, inserting a connecting piece into the outer leaf layer 1 by penetrating the insulation layer 2, and leaving a connecting section with a concrete slab 3;
or directly pouring cement-based cementing mixture without arranging a reinforcing steel bar net or a steel wire net of the outer leaf layer 1, adopting a Shu Leshe plate as a heat-insulating layer 2, and pressing the outer steel wire net of the Shu Leshe plate into the cement-based cementing mixture;
and (3) supporting the side mould, binding reinforcing steel bars of the concrete slab 3, pouring concrete, maintaining the concrete to reach C20, and turning over to finish the preparation of the precast concrete archaized roof board;
step three, preparing precast concrete roof beams 7
Preparing a precast concrete roof beam 7 in a conventional manner;
step four, assembling an archaized roof with a concrete structure
As shown in fig. 6, the connection node is located on top of the precast concrete roof beam 7, and the assembly method is as follows: after the precast concrete roof beams 7 and the precast concrete archaized roof panels are installed, binding beam slab reinforcing steel bars at the joints between the precast concrete archaized roof panels, pouring cast-in-place concrete 8, paving an insulation board, grouting and paving the joint roof tiles 5, and buckling flashing grooves 6 of the joint roof tiles 5 at positions corresponding to flashing bulges 4 on the precast concrete archaized roof panels;
as shown in fig. 7, the connecting nodes are positioned between precast concrete archaized roof boards, and the assembly method is as follows: after the prefabricated concrete archaizing roof plates are installed, at the joints between the prefabricated concrete archaizing roof plates, a concrete slab bottom die, binding plate steel bars and pouring cast-in-place concrete 8 are supported, a heat insulation plate is paved, slurry is sat and the joint roof tiles 5 are paved, and flashing grooves 6 of the joint roof tiles 5 are buckled at the positions corresponding to the flashing protrusions 4 on the prefabricated concrete archaizing roof plates.
So far, the assembled concrete archaized roof and the construction method thereof are completed.
Claims (3)
1. The method for constructing the assembled concrete archaized roof comprises more than one precast concrete archaized roof panel, seam roof tiles (5) and precast concrete roof beams (7), wherein each precast concrete archaized roof panel comprises an outer leaf layer (1), an insulating layer (2) and a concrete slab (3), the shape, the size and the color of the surface of the outer side of the outer leaf layer (1) are the same as those of the archaized roof tile, flashing bulges (4) are arranged at the two ends of the outer leaf layer, and the inner side surface of the outer leaf layer (1) is a plane; the heat preservation layer (2) is arranged on the inner side of the outer leaf layer (1); the concrete slab (3) is arranged on the inner side of the heat preservation layer (2);
the spliced roof tiles (5) are arranged on the outer sides of spliced positions of two adjacent precast concrete archaized roof panels, flashing grooves (6) are formed in the inner sides of two ends of each spliced roof tile (5), the flashing grooves (6) correspond to the flashing bulges (4), and the inner diameter of each flashing groove (6) is 5-40 mm larger than the outer diameter of each flashing bulge (4);
the precast concrete roof beams (7) are arranged on the inner sides of the splicing parts of two adjacent precast concrete archaized roof boards;
the method is characterized in that: comprising the following steps, which are sequentially carried out,
step one, preparing a patchwork roofing tile (5)
The edge joint roof tile (5) is made of the same material as the outer leaf layer (1), and a flashing groove (6) is formed in the edge of the bottom of the edge joint roof tile (5);
step two, preparing a precast concrete archaized roof board
Paving a template, wherein the shape and the size of the outer contour of the template are manufactured according to the requirement of designing an archaized roof; laying a reinforcing steel bar net or a steel wire net of the outer leaf layer (1), pouring cement-based cementing mixture, laying an insulating layer (2), inserting a connecting piece into the outer leaf layer (1) by penetrating the insulating layer (2), reserving a connecting section with a concrete slab (3), binding the reinforcing steel bars of the concrete slab (3), pouring concrete, turning over after the strength of the cured concrete reaches C20, and finishing the preparation of the precast concrete archaized roof board;
step three, preparing precast concrete roof beams (7)
Preparing a precast concrete roof beam (7) in a conventional manner;
step four, assembling an archaized roof with a concrete structure
The connecting node is positioned at the top of the precast concrete roof beam (7), after the precast concrete roof beam (7) and the precast concrete archaizing roof slab are installed, beam reinforcing steel bars are bound at the joint between the precast concrete archaizing roof slab and the precast concrete roof beam (7), cast-in-place concrete (8) is poured, an insulation board is laid, a slurry is seated and a joint roof tile (5) is laid, and a flashing groove (6) of the joint roof tile (5) is buckled at a position corresponding to a flashing bulge (4) on the precast concrete archaizing roof slab; and (5) finishing the construction of the assembled concrete archaized roof.
2. The method for constructing the fabricated concrete archaized roof according to claim 1, wherein the method comprises the following steps: step two, preparing a precast concrete archaized roof board, and paving a template, wherein the shape and the size of the outer contour of the template are manufactured according to the requirements of designing the archaized roof; pouring cement-based gelling mixture; adopting a Shu Leshe plate as a heat-insulating layer (2), and pressing an outer steel wire mesh of the Shu Leshe plate into the cement-based cementing mixture; and (3) supporting the side mould, binding reinforcing steel bars of the concrete slab (3), pouring concrete, and turning over after the strength of the cured concrete reaches C20 to finish the preparation of the precast concrete archaized roof board.
3. The method for constructing the fabricated concrete archaized roof according to claim 1, wherein the method comprises the following steps: step four, assembling the concrete structure archaized roof, wherein the connecting nodes are positioned between precast concrete archaized roof plates, the assembling method is that after the precast concrete archaized roof plates are assembled, at the joint between the precast concrete archaized roof plates, a concrete slab bottom die is supported, plate reinforcing steel bars are bound, cast-in-place concrete (8) is poured, an insulation board is paved, mortar is set and the joint roof tiles (5) are paved, and flashing grooves (6) of the joint roof tiles (5) are buckled at positions corresponding to flashing protrusions (4) on the precast concrete archaized roof plates.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201910056102.8A CN109707111B (en) | 2019-01-22 | 2019-01-22 | Assembled concrete archaized roof and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201910056102.8A CN109707111B (en) | 2019-01-22 | 2019-01-22 | Assembled concrete archaized roof and construction method thereof |
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| Publication Number | Publication Date |
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| CN109707111A CN109707111A (en) | 2019-05-03 |
| CN109707111B true CN109707111B (en) | 2023-09-22 |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111794450A (en) * | 2020-07-22 | 2020-10-20 | 北京工业大学 | Roof waterproof insulation board and preparation method thereof |
| 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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Effective date of registration: 20240105 Address after: 831100 Shop 2-3, Commercial Building 2, Hope Home Community, Intersection of Mancheng Road and Guihua Road, Jimusar County, Changji Hui Autonomous Prefecture, Xinjiang Uygur Autonomous Region Patentee after: Xinjiang Ronghuida Construction Engineering Co.,Ltd. Address before: 130118 No. 5088 Xincheng Street, Changchun City, Jilin Province Patentee before: JILIN JIANZHU University |