CN114941408B - Construction method of archaize building roof pagoda - Google Patents
Construction method of archaize building roof pagoda Download PDFInfo
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- CN114941408B CN114941408B CN202210616576.5A CN202210616576A CN114941408B CN 114941408 B CN114941408 B CN 114941408B CN 202210616576 A CN202210616576 A CN 202210616576A CN 114941408 B CN114941408 B CN 114941408B
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- 238000010276 construction Methods 0.000 title claims abstract description 11
- 238000005266 casting Methods 0.000 claims abstract description 18
- 239000004567 concrete Substances 0.000 claims abstract description 8
- 238000000034 method Methods 0.000 claims description 14
- 239000011449 brick Substances 0.000 claims description 5
- 238000004519 manufacturing process Methods 0.000 description 8
- 238000009434 installation Methods 0.000 description 6
- 238000013461 design Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 241000736911 Turritella communis Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000012552 review Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/14—Junctions of roof sheathings to chimneys or other parts extending above the roof
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/18—Special structures in or on roofs, e.g. dormer windows
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G13/00—Installations of lightning conductors; Fastening thereof to supporting structure
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a construction method of an archaize building roof pagoda, which comprises the following steps: s1: constructing a tower base, namely building a first shear wall of a field-shaped structure on the roof of the archaized building around the support column, wherein the support column is positioned at the center of the field-shaped structure; s2: a step of constructing a tower body, wherein a first plate body is arranged at the top end of the tower seat, casting of the tower body is performed on the upper side of the first plate body based on a prefabricated tower body template, the tower body comprises a first casting layer and a second casting layer, the first casting layer is provided with a plurality of second cavities around support columns, the second casting layer is internally provided with a third cavity around the support columns, and the top of the tower body is provided with a second plate body; s3: and (3) constructing a tower top, namely sleeving a prefabricated shell on the outer sides of the tower body and the supporting columns, and pouring a concrete structure into a cavity of the shell through a grouting opening at the top of the shell to obtain the tower top with the same shape as the shell.
Description
Technical Field
The invention belongs to the field of archaize building construction, and particularly relates to a construction method of an archaize building roof pagoda.
Background
The essential constituent elements of ancient buildings, such as tops, roofs, ridges, wanes, arches, wood railings, doors and windows, square columns, posts, column foundations, stone railings, tower foundations and the like, are especially the roof-marked pagoda in the Tang and Song period. Because in the multi-layer attic ancient architecture imitating Tang and Song dynasty, in order to show the air potential of the architecture, the roof is generally designed into a large sloping roof, and in order to show the air potential of the architecture while increasing the roof area, the corresponding pagoda is increased and raised, and part of the pagoda structure even reaches several meters.
On the one hand, if the tower is designed into a finished product, the tower is difficult to manufacture and transport and is uneconomical; on the other hand, in the actual lifting and fixing process, particularly how to fix the finished product on the pointed roof becomes a difficult problem, and the installation quality cannot be ensured during installation because the finished product is heavy, so that quality and safety risks exist. How to solve the problems of design, manufacture, installation and economy of the large pagoda and ensure the structural safety becomes a urgent problem to be solved.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provide a construction method of an archaize building roof pagoda, which adopts reinforced concrete for on-site manufacture, avoids the problems of processing, transportation and installation of finished products, and simultaneously reduces the dead weight of the structure and ensures the safety of the structure by arranging a hollow structure in the pagoda in the construction process.
The aim of the invention is achieved by the following technical scheme:
a method of constructing an archaize building roof pagoda comprising: the tower body is positioned at the upper side of the tower seat, the tower top is positioned at the upper side of the tower body, the support column penetrates through the tower seat, the tower body and the tower top, the shell is coated at the outer sides of the tower seat, the tower body and the tower top,
the construction method of the archaize building roof pagoda comprises the following steps:
s1: constructing a tower base, namely building a first shear wall of a field-shaped structure on the roof of the archaized building around the support column, wherein the support column is positioned at the center of the field-shaped structure;
s2: a step of constructing a tower body, wherein a first plate body is arranged at the top end of the tower seat, casting of the tower body is performed on the upper side of the first plate body based on a prefabricated tower body template, the tower body comprises a first casting layer and a second casting layer, the first casting layer is provided with a plurality of second cavities around support columns, the second casting layer is internally provided with a third cavity around the support columns, and the top of the tower body is provided with a second plate body;
s3: and (3) constructing a tower top, namely sleeving a prefabricated shell on the outer sides of the tower body and the supporting columns, and pouring a concrete structure into a cavity of the shell through a grouting opening at the top of the shell to obtain the tower top with the same shape as the shell.
According to a preferred embodiment, the top end of the tower top is further provided with a lightning rod, and the lightning rod is inserted into the top end of the supporting column and poured on the tower top through concrete.
According to a preferred embodiment, 4 rectangular first cavities are provided between the first shear wall and the support column.
According to a preferred embodiment, the outer side of the first shear wall is lined with ridge tiles.
According to a preferred embodiment, each second cavity is a fan-like cavity structure.
According to a preferred embodiment, the third cavity is an annular cavity structure around the support column.
The foregoing inventive concepts and various further alternatives thereof may be freely combined to form multiple concepts, all of which are contemplated and claimed herein. Various combinations will be apparent to those skilled in the art from a review of the present disclosure, and are not intended to be exhaustive or all of the present disclosure.
The invention has the beneficial effects that: the method effectively solves the design, manufacture and installation problems of the archaize building, in particular to the multi-layer attic pagoda of the archaize building of Tang and Song dynasty, adopts the reinforced concrete structure for field manufacture, ensures the bearing capacity and stability safety of the structure, designs the middle parts of the tower base and the tower body into a hollow structure, lightens the dead weight of the structure and ensures the safety of the structure. The modern means and the process are adopted, the style of the ancient building is effectively remodeled, and the method has higher application value.
Drawings
FIG. 1 is a schematic diagram of the structure of the pagoda of the present invention;
FIG. 2 is a schematic cross-sectional view of the pagoda of the present invention;
FIG. 3 is a schematic diagram of the cross section of the tower foundation 1-1 in the pagoda of the present invention;
FIG. 4 is a schematic diagram of the cross-section of the tower body 2-2 in the pagoda of the present invention;
the lightning rod comprises a 10-tower seat, a 20-tower body, a 30-tower top, a 40-supporting column, a 50-shell, a 51-grouting opening, a 101-first shear wall, 102-ridge bricks, 103-first cavities, 104-first plates, 201-first casting layers, 202-second cavities, 203-second casting layers, 204-third cavities, 205-second plates, 301-concrete casting bodies and 302-lightning rods.
Detailed Description
Other advantages and effects of the present invention will become apparent to those skilled in the art from the following disclosure, which describes the embodiments of the present invention with reference to specific examples. The invention may be practiced or carried out in other embodiments that depart from the specific details, and the details of the present description may be modified or varied from the spirit and scope of the present invention. It should be noted that the following embodiments and features in the embodiments may be combined with each other without conflict.
It should be noted that, for the purpose of making the objects, technical solutions and advantages of the embodiments of the present invention more clear, the technical solutions in the embodiments of the present invention are clearly and completely described below, and it is obvious that the described embodiments are some embodiments of the present invention, but not all embodiments.
In the description of the present invention, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," "outer," and the like indicate orientations or positional relationships in which the inventive product is conventionally placed in use, and are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the apparatus or elements being referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present invention. Furthermore, the terms "first," "second," "third," and the like are used merely to distinguish between descriptions and should not be construed as indicating or implying relative importance.
Furthermore, the terms "horizontal," "vertical," "overhang," and the like do not denote a requirement that the component be absolutely horizontal or overhang, but rather may be slightly inclined. As "horizontal" merely means that its direction is more horizontal than "vertical", and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.
In the description of the present invention, it should also be noted that, unless explicitly specified and limited otherwise, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present invention will be understood in specific cases by those of ordinary skill in the art.
In addition, in the present invention, if a specific structure, connection relationship, position relationship, power source relationship, etc. are not specifically written, the structure, connection relationship, position relationship, power source relationship, etc. related to the present invention can be known by those skilled in the art without any creative effort.
Example 1:
referring to fig. 1 to 4, the invention discloses a construction method of an archaize building roof pagoda, which comprises the following steps: the tower body 20 is located at the upper side of the tower body 10, the tower top 30 is located at the upper side of the tower body 20, the support column 40 penetrates through the tower body 10, the tower body 20 and the tower top 30, and the shell 50 is wrapped on the outer sides of the tower body 10, the tower body 20 and the tower top 30.
Specifically, the construction method of the archaize building roof pagoda comprises the following steps:
step S1: and constructing a tower base 10, namely building a first shear wall 101 of a field-shaped structure around the support column 40 on the roof of the archaize building, wherein the support column 40 is positioned at the center of the field-shaped structure.
Preferably, 4 rectangular first cavities 103 are provided between the first shear wall 101 and the support columns 40. By the structural arrangement of the plurality of first cavities 103, the structural dead weight of the tower base 10 is reduced.
Preferably, the ridge bricks 102 are laid on the outer side of the first shear wall 101. Cement mortar is adopted to paste ridge bricks around the tower base 10, and after the ridge bricks are pasted, redundant mortar is cleaned, so that pollution to other working procedures is avoided.
The rebars of the first shear wall 101 and the support columns 40 should be connected to the structural rebars of the roof main structure and cast together as a single unit. Thereby improving the structural stability of the tower foundation 10.
Step S2: and constructing the tower body 20, namely arranging a first plate 104 at the top end of the tower base 10, and pouring the tower body 20 above the first plate 104 based on a prefabricated tower body 20 template.
The tower body 20 comprises a first pouring layer 201 and a second pouring layer 203, the first pouring layer 201 is provided with a plurality of second cavities 202 around the supporting columns 40, the second pouring layer 203 is internally provided with third cavities 204 around the supporting columns 40, and the top of the tower body 20 is provided with a second plate 205.
Each second cavity 202 is a fan-like cavity structure. The third cavity 204 is an annular cavity structure around the support post 40. The second cavity 202 and the third cavity 204 provided on the tower body 20 also serve the purpose of reducing the dead weight of the structure.
Step S3: and constructing the tower top 30, namely sleeving a prefabricated shell 50 on the outer sides of the tower body 20 and the support columns 40, and pouring a concrete structure into the cavity of the shell through a grouting opening 51 at the top of the shell 50 to obtain the tower top 30 in the same shape as the shell 50.
Preferably, a lightning rod 302 is further disposed at the top end of the tower top 30, and the lightning rod 302 is inserted into the top end of the supporting column 40 and poured onto the tower top 30 through concrete.
Because the pagoda shape of the outer shell 50 is unique, the on-site manufacturing cannot effectively ensure the shape effect, and factory customization can be performed.
After the tower base 10, the tower body 20 and the tower top 30 are constructed and the shell 50 is sleeved, paint is added to the tower shell 50 and the tower base 10 according to the designed colors, and then the construction is completed.
The method effectively solves the design, manufacture and installation problems of the archaize building, in particular to the multi-layer attic pagoda of the archaize building of Tang and Song dynasty, adopts the reinforced concrete structure for field manufacture, ensures the bearing capacity and stability safety of the structure, designs the middle parts of the tower base and the tower body into a hollow structure, lightens the dead weight of the structure and ensures the safety of the structure. The modern means and the process are adopted, the style of the ancient building is effectively remodeled, and the method has higher application value.
The foregoing description of the preferred embodiments of the invention is not intended to be limiting, but rather is intended to cover all modifications, equivalents, and alternatives falling within the spirit and principles of the invention.
Claims (4)
1. A method of constructing an archaize building roof pagoda comprising: the tower body (20) is positioned at the upper side of the tower body (10), the tower top (30) is positioned at the upper side of the tower body (20), the support column (40) penetrates through the tower body (20) and the tower top (30) and is arranged at the outer sides of the tower body (10), the tower body (20) and the tower top (30), the shell (50) is coated at the outer sides of the tower body (10), the tower body (20) and the tower top (30),
the construction method of the archaize building roof pagoda comprises the following steps:
s1: constructing a tower base (10), namely building a first shear wall (101) of a field-shaped structure around the support column (40) on the roof of the archaized building, wherein the support column (40) is positioned at the center of the field-shaped structure;
4 rectangular first cavities (103) are formed between the first shear wall (101) and the support columns (40);
s2: a step of constructing a tower body (20), wherein a first plate body (104) is arranged at the top end of the tower base (10), casting of the tower body (20) is carried out above the first plate body (104) based on a prefabricated tower body template, the tower body (20) comprises a first casting layer (201) and a second casting layer (203), the first casting layer (201) is provided with a plurality of second cavities (202) around a supporting column (40), a third cavity (204) is arranged around the supporting column (40) in the second casting layer (203), and the top of the tower body (20) is provided with a second plate body (205);
each second cavity (202) is of a fan-like cavity structure;
s3: and (3) constructing the tower top (30), namely sleeving a prefabricated shell (50) on the outer sides of the tower body (20) and the support columns (40), and pouring a concrete structure into a cavity of the shell through a grouting opening (51) at the top of the shell (50) to obtain the tower top (30) with the same shape as the shell (50).
2. The method for constructing the roof pagoda of the archaize building as in claim 1, characterized in that a lightning rod (302) is further arranged at the top end of the tower top (30), and the lightning rod (302) is inserted into the top end of the supporting column (40) and poured on the tower top (30) through concrete.
3. The method for constructing an archaized building roof pagoda according to claim 1, characterized in that ridge bricks (102) are laid on the outer side of the first shear wall (101).
4. The method of constructing an archaized building roof tower of claim 1, wherein the third cavity (204) is an annular cavity structure around the support column (40).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210616576.5A CN114941408B (en) | 2022-06-01 | 2022-06-01 | Construction method of archaize building roof pagoda |
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| CN202210616576.5A CN114941408B (en) | 2022-06-01 | 2022-06-01 | Construction method of archaize building roof pagoda |
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| CN114941408A CN114941408A (en) | 2022-08-26 |
| CN114941408B true CN114941408B (en) | 2023-05-23 |
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| CN116516974A (en) * | 2023-05-11 | 2023-08-01 | 中国十七冶集团有限公司 | Method for building ancient tower building on mountain |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2005201708A1 (en) * | 2005-04-22 | 2006-11-09 | Kenneth John McGrogan | Device and method for connecting a roof member to a wall |
| CN202831332U (en) * | 2012-08-15 | 2013-03-27 | 杨众 | Stiffened ribbed pre-stressed V-shape slab |
| GB201410121D0 (en) * | 2014-06-06 | 2014-07-23 | Ig Grp Ltd | A building component |
| CN204370653U (en) * | 2014-12-30 | 2015-06-03 | 中科院建筑设计研究院有限公司 | A kind of hollow devices basis being applicable to roof, roof |
| CN107476483A (en) * | 2015-10-16 | 2017-12-15 | 张琴 | Intelligent curtain wall lighting roof with insulation, effect of heat insulation |
| CN210251217U (en) * | 2019-06-05 | 2020-04-07 | 张洋 | Pavilion roof assembly in ancient building model |
| CN210767444U (en) * | 2019-08-22 | 2020-06-16 | 广州市穗高工程监理有限公司 | Novel steel construction for construction |
| CN217175406U (en) * | 2022-04-28 | 2022-08-12 | 方远建设集团股份有限公司 | Archaize building precious top |
Family Cites Families (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2586022Y2 (en) * | 1993-03-05 | 1998-12-02 | 清水建設株式会社 | Installation structure of lightning rod |
| DE60000131T2 (en) * | 1999-10-01 | 2002-12-05 | Per Poulsen | roof element |
| CN100472015C (en) * | 2006-06-09 | 2009-03-25 | 北京聚星复合材料技术发展有限公司 | Light archaized architecture production method and product |
| CN201400962Y (en) * | 2009-04-14 | 2010-02-10 | 北京通宜仿古商亭厂 | Archaizing building connecting body pagoda top |
| CN202064448U (en) * | 2011-05-16 | 2011-12-07 | 江西省水利规划设计院 | Reinforced concrete structure used for antique building |
| CN203475697U (en) * | 2013-07-18 | 2014-03-12 | 北京通宜博达园林古建工程有限公司 | Archaized suspended column |
| CN203429919U (en) * | 2013-07-18 | 2014-02-12 | 北京通宜博达园林古建工程有限公司 | Assembled-type antique looking pagoda top |
| US9416544B2 (en) * | 2015-01-12 | 2016-08-16 | Edwin James | Non-penetrating roof-mounted support device |
| CN205088873U (en) * | 2015-11-02 | 2016-03-16 | 德才装饰股份有限公司 | Tower is stopped and is had mounting structure that this tower was stopped |
| ES2701605A1 (en) * | 2018-12-03 | 2019-02-25 | Hws Concrete Towers S L | FOUNDATION FOR WIND TOWERS (Machine-translation by Google Translate, not legally binding) |
| CN209723517U (en) * | 2019-02-25 | 2019-12-03 | 广东科筑住宅集成科技有限公司 | Water-proof roofing flue |
| CN109881850B (en) * | 2019-03-12 | 2020-11-24 | 北京市园林古建设计研究院有限公司 | Archaize building precious top |
| CN210032373U (en) * | 2019-03-12 | 2020-02-07 | 北京市园林古建设计研究院有限公司 | Detachable archaize building precious top structure |
| CN110075545A (en) * | 2019-06-05 | 2019-08-02 | 张洋 | Sharp roof assembly is collected together in pseudo-classic architecture model |
| CN110965690A (en) * | 2019-12-24 | 2020-04-07 | 广西建工集团第五建筑工程有限责任公司 | Slope roof archaized building hollow-out top with high safety and construction method thereof |
| JP2021179164A (en) * | 2020-05-12 | 2021-11-18 | 株式会社Ｙｋｇ木谷 | Jig for changing roof slope, building using the same and changing method of roof slope |
| CN213837874U (en) * | 2020-09-19 | 2021-07-30 | 江苏兴业环境集团有限公司 | Ancient pavilion of wood concrete pouring structure |
| CN213741964U (en) * | 2020-09-30 | 2021-07-20 | 浙江新盛建设集团有限公司 | Prefabricated concrete building permeability cell goes out roofing structure |
| CN213897830U (en) * | 2020-10-13 | 2021-08-06 | 北京恒源工程有限公司 | Exposed steel structure roof waterproof structure |
| CN112376982A (en) * | 2020-11-19 | 2021-02-19 | 中建三局集团有限公司 | Close-eaves type Tang tower ancient building structure and building method |
| CN113684959A (en) * | 2021-08-31 | 2021-11-23 | 中国五冶集团有限公司 | Assembly type building roof structure and construction method thereof |
| CN114024285A (en) * | 2021-10-29 | 2022-02-08 | 中国五冶集团有限公司 | Method for setting lightning protection device of building with top |
-
2022
- 2022-06-01 CN CN202210616576.5A patent/CN114941408B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2005201708A1 (en) * | 2005-04-22 | 2006-11-09 | Kenneth John McGrogan | Device and method for connecting a roof member to a wall |
| CN202831332U (en) * | 2012-08-15 | 2013-03-27 | 杨众 | Stiffened ribbed pre-stressed V-shape slab |
| GB201410121D0 (en) * | 2014-06-06 | 2014-07-23 | Ig Grp Ltd | A building component |
| CN204370653U (en) * | 2014-12-30 | 2015-06-03 | 中科院建筑设计研究院有限公司 | A kind of hollow devices basis being applicable to roof, roof |
| CN107476483A (en) * | 2015-10-16 | 2017-12-15 | 张琴 | Intelligent curtain wall lighting roof with insulation, effect of heat insulation |
| CN210251217U (en) * | 2019-06-05 | 2020-04-07 | 张洋 | Pavilion roof assembly in ancient building model |
| CN210767444U (en) * | 2019-08-22 | 2020-06-16 | 广州市穗高工程监理有限公司 | Novel steel construction for construction |
| CN217175406U (en) * | 2022-04-28 | 2022-08-12 | 方远建设集团股份有限公司 | Archaize building precious top |
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| CN114941408A (en) | 2022-08-26 |
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