CN114941408A - Construction method of archaized building roof pagoda - Google Patents
Construction method of archaized building roof pagoda Download PDFInfo
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- CN114941408A CN114941408A CN202210616576.5A CN202210616576A CN114941408A CN 114941408 A CN114941408 A CN 114941408A CN 202210616576 A CN202210616576 A CN 202210616576A CN 114941408 A CN114941408 A CN 114941408A
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- pagoda
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- 238000010276 construction Methods 0.000 title claims abstract description 11
- 239000004567 concrete Substances 0.000 claims abstract description 8
- 238000000034 method Methods 0.000 claims description 14
- 239000011449 brick Substances 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 description 6
- 238000013461 design Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
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Classifications
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- 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
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- 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 a roof pagoda of an archaizing building, which comprises the following steps: s1: building a tower base, namely building a first shear wall of a Chinese character tian-shaped structure around the support column on the archaized building roof, wherein the support column is positioned in the center of the Chinese character tian-shaped structure; s2: a step of constructing a tower body, wherein a first plate body is arranged at the top end of the tower base, the tower body is poured above the first plate body based on a prefabricated tower body template, the tower body comprises a first pouring layer and a second pouring layer, the first pouring layer is provided with a plurality of second cavities around a support column, a third cavity is arranged in the second pouring layer around the support column, and the top of the tower body is provided with the second plate body; s3: and constructing a tower top, namely sleeving a prefabricated shell on the outer sides of the tower body and the support columns, and pouring a concrete structure into the cavity of the shell through a grouting opening in 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 archaized building construction, and particularly relates to a construction method of a roof pagoda of an archaized building.
Background
The pagoda, the roof, the ridge, the rake angle, the bracket, the wooden railing, the door and window, the front purlin, the column foundation, the stone railing, the tower foundation and the like are used as essential elements of the ancient buildings, in particular to the pagoda with the roof marking in the period of Tang and Song. Because in the multilayer attic ancient building of the period of imitating Tang and Song, in order to show the vigor of the building, the roof is generally designed into a large slope roof, the area of the roof is increased, and simultaneously, in order to show the vigor of the building, the corresponding pagoda is increased and heightened, and part of pagoda structures even reach several meters.
Such tall pagodas, on the one hand, if designed as finished products, would result in difficult and uneconomical manufacture and transportation; on the other hand, in the actual hoisting and fixing process, especially how to fix the finished product on the sharp roof, the problem difficult to solve is solved, and because the finished product is heavy, the installation quality can not be ensured during installation, and the quality and the safety risk exist. How to solve such big pagoda design, preparation, installation and economic nature problem to guarantee structure safety becomes the problem of awaiting solution urgently.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provides a construction method of a pagoda of a roof of an antique building.
The purpose of the invention is realized by the following technical scheme:
a construction method of an archaized building roof pagoda comprises the following steps: the tower comprises a tower base, a tower body, a tower top, a support column and a shell, wherein the tower body is positioned on the upper side of the tower base, the tower top is positioned on the upper side of the tower body, the support column penetrates through the tower base, the tower body and the tower top, the shell is coated on the outer sides of the tower base, the tower body and the tower top,
the construction method of the archaized building roof pagoda comprises the following steps:
s1: building a tower base, namely building a first shear wall of a Chinese character tian-shaped structure around the support column on the archaized building roof, wherein the support column is positioned in the center of the Chinese character tian-shaped structure;
s2: a step of constructing a tower body, wherein a first plate body is arranged at the top end of the tower base, the tower body is poured above the first plate body based on a prefabricated tower body template, the tower body comprises a first pouring layer and a second pouring layer, the first pouring layer is provided with a plurality of second cavities around a support column, a third cavity is arranged in the second pouring layer around the support column, and the top of the tower body is provided with the second plate body;
s3: and 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 the cavity of the shell through a grouting opening in 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 top of the tower through concrete.
According to a preferred embodiment, 4 rectangular first cavities are arranged between the first shear wall and the support column.
According to a preferred embodiment, ridge bricks are laid on the outer sides of the first shear walls.
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 aforementioned main aspects of the invention and their respective further alternatives can be freely combined to form a plurality of aspects, all of which are aspects that can be adopted and claimed by the present invention. The skilled person in the art can understand that there are many combinations, which are all the technical solutions to be protected by the present invention, according to the prior art and the common general knowledge after understanding the scheme of the present invention, and the technical solutions are not exhaustive herein.
The invention has the beneficial effects that: the method effectively solves the problems of design, manufacture and installation of archaized buildings, particularly multi-layer attic pagoda of archaized buildings of Tang and Song dynasties, adopts the reinforced concrete structure to manufacture on site, ensures the bearing capacity and stability safety of the structure, designs a hollow structure between the tower base and the tower body, reduces the dead weight of the structure, and ensures the structure safety. The method effectively remodels the appearance of the ancient building by adopting modern means and processes, and has higher application value.
Drawings
FIG. 1 is a schematic view of the structure of a pagoda of the present invention;
FIG. 2 is a schematic cross-sectional view of a pagoda of the present invention;
FIG. 3 is a schematic cross-sectional view of a tower base 1-1 of the pagoda of the present invention;
FIG. 4 is a schematic cross-sectional view of a tower body 2-2 of the pagoda of the present invention;
10-a tower base, 20-a tower body, 30-a tower top, 40-a support column, 50-a shell, 51-a grouting opening, 101-a first shear wall, 102-a ridge brick, 103-a first cavity, 104-a first plate body, 201-a first pouring layer, 202-a second cavity, 203-a second pouring layer, 204-a third cavity, 205-a second plate body, 301-a concrete pouring body and 302-a lightning rod.
Detailed Description
The embodiments of the present invention are described below with reference to specific embodiments, and other advantages and effects of the present invention will be easily understood by those skilled in the art from the disclosure of the present specification. The invention is capable of other and different embodiments and of being practiced or of being carried out in various ways, and its several details are capable of modification in various respects, all without departing from the spirit and scope of the present invention. It is to be noted that the features in the following embodiments and examples may be combined with each other without conflict.
It should be noted that, in order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, 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", etc. indicate orientations and positional relationships that are conventionally used in the products of the present invention, and are used merely for convenience in describing the present invention and for simplicity in description, but do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and therefore, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," "third," and the like are used solely to distinguish one from another, and are not to be construed as indicating or implying relative importance.
Furthermore, the terms "horizontal", "vertical", "overhang" and the like do not imply that the components are required to be absolutely horizontal or overhang, but may be slightly inclined. For example, "horizontal" merely means that the 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 otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
In addition, it should be noted that, in the present invention, if the specific structures, connection relationships, position relationships, power source relationships, and the like are not written in particular, the structures, connection relationships, position relationships, power source relationships, and the like related to the present invention can be known by those skilled in the art without creative work on the basis of the prior art.
Example 1:
referring to fig. 1 to 4, the present invention discloses a method for constructing an archaized building roof tower, which includes: the tower comprises a tower base 10, a tower body 20, a tower top 30, a supporting column 40 and a shell 50, wherein the tower body 20 is located on the upper side of the tower base 10, the tower top 30 is located on the upper side of the tower body 20, the supporting column 40 penetrates through the tower base 10, the tower body 20 and the tower top 30, and the shell 50 is wrapped on the outer sides of the tower base 10, the tower body 20 and the tower top 30.
Specifically, the construction method of the archaized 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 archaized building, wherein the support column 40 is positioned at the center of the field-shaped structure.
Preferably, 4 rectangular first cavities 103 are arranged between the first shear wall 101 and the supporting column 40. Due to the structural arrangement of the plurality of first cavities 103, the structural dead weight of the tower base 10 is reduced.
Preferably, 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 procedures is avoided.
The reinforcing steel bars of the first shear wall 101 and the supporting columns 40 are connected with the reinforcing steel bars of the roof main structure and are poured together into a whole. Thereby improving the structural stability of the tower 10.
Step S2: and a step of constructing the tower body 20, wherein a first plate body 104 is arranged at the top end of the tower base 10, and then the tower body 20 is poured above the first plate body 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 column 40, a third cavity 204 is arranged in the second pouring layer 203 around the supporting column 40, and the top of the tower body 20 is provided with a second plate body 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 self 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 supporting 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 with 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 on the tower top 30 through concrete.
Because the shell 50 of the pagoda has unique shape, the on-site manufacture can not effectively ensure the shape effect, and the factory customization can be carried out.
After the tower base 10, the tower body 20 and the tower top 30 are constructed and sleeved with the outer shell 50, the pagoda outer shell 50 and the tower base 10 are repainted according to the designed color, and then construction is completed.
The method effectively solves the problems of design, manufacture and installation of archaized buildings, particularly multi-layer attic pagoda of archaized buildings of Tang and Song dynasties, adopts the reinforced concrete structure to manufacture on site, ensures the bearing capacity and stability safety of the structure, designs a hollow structure between the tower base and the tower body, reduces the dead weight of the structure, and ensures the structure safety. The method effectively remodels the appearance of the ancient building by adopting modern means and processes, and has higher application value.
The above description is intended to be illustrative of the preferred embodiment of the present invention and should not be taken as limiting the invention, but rather, the intention is to cover all modifications, equivalents, and alternatives falling within the spirit and scope of the invention.
Claims (6)
1. A construction method of an archaized building roof pagoda comprises the following steps: the tower comprises a tower base (10), a tower body (20), a tower top (30), a supporting column (40) and a shell (50), wherein the tower body (20) is positioned on the upper side of the tower base (10), the tower top (30) is positioned on the upper side of the tower body (20), the supporting column (40) penetrates through the tower base (10), the tower body (20) and the tower top (30), and the shell (50) covers the outer sides of the tower base (10), the tower body (20) and the tower top (30),
the construction method of the archaized 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 supporting column (40) on the roof of the archaized building, wherein the supporting column (40) is positioned at the center of the field-shaped structure;
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), the tower body (20) is poured above the first plate body (104) based on a prefabricated tower body 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 a support column (40), a third cavity (204) is arranged in the second pouring layer (203) around the support column (40), and a second plate body (205) is arranged at the top of the tower body (20);
s3: and constructing a tower top (30), namely sleeving a prefabricated shell (50) on the outer sides of the tower body (20) and the supporting columns (40), and pouring a concrete structure into a cavity of the shell through a grouting opening (51) in 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 an archaized building roof tower as claimed in claim 1, wherein a lightning rod (302) is further provided 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, wherein 4 rectangular first cavities (103) are provided between the first shear wall (101) and the support column (40).
4. The method for constructing an archaized building roof pagoda according to claim 3, wherein ridge bricks (102) are laid on the outer side of the first shear wall (101).
5. The method for constructing an archaized building roof pagoda as defined in claim 1, wherein each second cavity (202) is a fan-like cavity structure.
6. The method of constructing an archaized building roof pagoda according to claim 1, wherein the third cavity (204) is an annular cavity structure around the support column (40).
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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 (30)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0667723U (en) * | 1993-03-05 | 1994-09-22 | 清水建設株式会社 | Installation structure of lightning rod |
EP1088948A2 (en) * | 1999-10-01 | 2001-04-04 | Per Poulsen | Roof element |
AU2005201708A1 (en) * | 2005-04-22 | 2006-11-09 | Kenneth John McGrogan | Device and method for connecting a roof member to a wall |
CN1884731A (en) * | 2006-06-09 | 2006-12-27 | 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 |
CN202831332U (en) * | 2012-08-15 | 2013-03-27 | 杨众 | Stiffened ribbed pre-stressed V-shape slab |
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 |
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 |
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 |
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 |
US20160201331A1 (en) * | 2015-01-12 | 2016-07-14 | Edwin James | Non-penetrating roof-mounted support device |
CN107476483A (en) * | 2015-10-16 | 2017-12-15 | 张琴 | Intelligent curtain wall lighting roof with insulation, effect of heat insulation |
CN109881850A (en) * | 2019-03-12 | 2019-06-14 | 北京市园林古建设计研究院有限公司 | A kind of pseudo-classic architecture Bao Ding |
CN110075545A (en) * | 2019-06-05 | 2019-08-02 | 张洋 | Sharp roof assembly is collected together in pseudo-classic architecture model |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
CN213897830U (en) * | 2020-10-13 | 2021-08-06 | 北京恒源工程有限公司 | Exposed steel structure roof waterproof structure |
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 |
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 |
US20210395970A1 (en) * | 2018-12-03 | 2021-12-23 | Hws Concrete Towers, S.L. | Foundation for wind turbine towers |
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 |
CN217175406U (en) * | 2022-04-28 | 2022-08-12 | 方远建设集团股份有限公司 | Archaize building precious top |
-
2022
- 2022-06-01 CN CN202210616576.5A patent/CN114941408B/en active Active
Patent Citations (30)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0667723U (en) * | 1993-03-05 | 1994-09-22 | 清水建設株式会社 | Installation structure of lightning rod |
EP1088948A2 (en) * | 1999-10-01 | 2001-04-04 | Per Poulsen | Roof element |
AU2005201708A1 (en) * | 2005-04-22 | 2006-11-09 | Kenneth John McGrogan | Device and method for connecting a roof member to a wall |
CN1884731A (en) * | 2006-06-09 | 2006-12-27 | 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 |
CN202831332U (en) * | 2012-08-15 | 2013-03-27 | 杨众 | Stiffened ribbed pre-stressed V-shape slab |
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 |
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 |
US20160201331A1 (en) * | 2015-01-12 | 2016-07-14 | Edwin James | Non-penetrating roof-mounted support device |
CN107476483A (en) * | 2015-10-16 | 2017-12-15 | 张琴 | Intelligent curtain wall lighting roof with insulation, effect of heat insulation |
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 |
US20210395970A1 (en) * | 2018-12-03 | 2021-12-23 | Hws Concrete Towers, S.L. | Foundation for wind turbine towers |
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 |
CN109881850A (en) * | 2019-03-12 | 2019-06-14 | 北京市园林古建设计研究院有限公司 | A kind of pseudo-classic architecture Bao Ding |
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 |
CN210251217U (en) * | 2019-06-05 | 2020-04-07 | 张洋 | Pavilion roof assembly in ancient building model |
CN110075545A (en) * | 2019-06-05 | 2019-08-02 | 张洋 | Sharp roof assembly is collected together in pseudo-classic architecture 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 |
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 |
CN217175406U (en) * | 2022-04-28 | 2022-08-12 | 方远建设集团股份有限公司 | Archaize building precious top |
Non-Patent Citations (1)
Title |
---|
何加熊: "多层建筑中攒尖屋面的设计和施工", 《浙江建筑》 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
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