CN103216050A - Construction method for mounting eave rafters of antique buildings - Google Patents
Construction method for mounting eave rafters of antique buildings Download PDFInfo
- Publication number
- CN103216050A CN103216050A CN2013101653142A CN201310165314A CN103216050A CN 103216050 A CN103216050 A CN 103216050A CN 2013101653142 A CN2013101653142 A CN 2013101653142A CN 201310165314 A CN201310165314 A CN 201310165314A CN 103216050 A CN103216050 A CN 103216050A
- Authority
- CN
- China
- Prior art keywords
- roof boarding
- rafter
- rafters
- eave
- eaves
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Abstract
The invention discloses a construction method for mounting eave rafters of antique buildings. The construction method comprises the following steps of: firstly supporting a frame body serving as a temporary support; mounting an angle beam; spreading a plurality of eave rafters; mounting small connection eaves; spreading a bottom roof boarding; mounting a plurality of fly rafters; mounting a gate baffle; mounting large connection eaves; spreading a top roof boarding; connecting the eave rafters, the bottom roof boarding, the fly rafters and the top roof boarding in a manner of inserting the eave rafters, the bottom roof boarding, the fly rafters and the top roof boarding into screw rods; mounting concrete cornice plate steel bars; and pouring concrete cornice plates. The construction method has the advantages of simplicity in technology, short working period, saving of resources, and durability.
Description
Technical field
The present invention relates to a kind of eave-rafter construction method of installation, particularly relate to a kind of building in the style of the ancients eave-rafter construction method of installation.
Background technology
The ancient building of China is gone through the development in thousands of years, has high historical relic, history and artistic value, and it is not only the valuable property of the Chinese nation, also is the jewellery of world architecture art.
The traditional ancient building is based on timber structural system, and it comes from nature, depends on nature, is higher than nature, with the moulding of grace, and rational layout, the suitable building scale of construction and exquisite finishing have been obtained the art achievements of height, enjoy high reputation in the world.
And timber there is natural weakness as biomaterial, mainly be perishable, easily the moth and inflammable.Along with science and technology development, make and show the traditional architecture form with modern architecture material and method and become possibility to reach the purpose of weeding out the old and bring forth the new, the required amount of wood of building in the style of the ancients engineering construction is big in addition, supply is difficulty day by day, substitute traditional architecture wooden construction part with new materials such as steel concrete, imperative.
The ancient architecture designer on shape system and romantic charm, do more " as ", usually reveal on bright decoration, the finishing and adopt timber, such as the rafter below the roofing of building in the style of the ancients, door and window etc. at some.The charm of building in the style of the ancients is mainly reflected in the cornice rake angle, general design is the wooden rafter of anti-nail under the concrete roof plate, traditional concrete structure construction method is a formwork cast-in-situ concrete roof panel on framed bent, carry out again behind the stripping whitewashing at the bottom of the plate, instead follow closely wooden rafter, but this job practices construction period is long, complex process, the waste raw material.
Summary of the invention
The object of the present invention is to provide that a kind of technology is simple, the duration is short, save resource, long-lived building in the style of the ancients eave-rafter construction method of installation
Purpose of the present invention is implemented by following technical scheme, a kind of building in the style of the ancients eave-rafter construction method of installation, and it comprises the steps:
(1) at first installs support body, as interim support;
(2) the cantilevered corner beam template frame for preparing is good, fix, seal up the cantilevered corner beam plug, tie up concrete cantilevered corner beam reinforcing bar in the described cantilevered corner beam template, fluid concrete then, framves are good simultaneously for four cantilevered corner beams, guarantee that four cantilevered corner beams choose unanimity, pull out the radian unanimity, and the mark of setting up an office is respectively controlled;
(3) in the described interim support between the two adjacent described cantilevered corner beams, longitudinally lay many eave-rafters of installation successively at interval;
(4) the Xiao Lian eaves for preparing is mounted on the eaves head of many eave-rafters;
(5) the bottom roof boarding laying for preparing is installed on the many eave-rafters of inside wall one side that is positioned at the Xiao Lian eaves, the side sidewall with the bottom roof boarding links to each other with the inside wall of Xiao Lian eaves then;
(6) on described bottom roof boarding and Xiao Lian eaves, longitudinally lay many flying-rafters of installation successively at interval;
(7) the lock plate washer longitudinally is installed to block two gaps between the adjacent flying-rafter rafter body between per two adjacent flying-rafter rafter bodies;
(8) the Dalian eaves for preparing is mounted on the rafter crown portion of described many flying-rafters;
(9) the top roof boarding laying for preparing is installed on the many flying-rafters that are positioned at eaves inboard, Dalian, then roof boarding one side sidewall in top is linked to each other with the inside wall of Dalian eaves, general brush coal tar three roads on the roof boarding of top, for avoiding concrete to run slurry, double-sided tape is pasted at place, slit at adjacent two top roof boardings, and described bottom roof boarding, top roof boarding, Xiao Lian eaves, eave-rafter, flying-rafter, Dalian eaves are woodwork;
(10) punching at interval successively longitudinally on described eave-rafter, bottom roof boarding, flying-rafter and top roof boarding, penetrate leading screw in the hole and connect eave-rafter, bottom roof boarding, flying-rafter and top roof boarding, leading screw extends top roof boarding 10cm, in order to more firm being connected of concrete Guttr board with follow-up cast of eave-rafter, bottom roof boarding, flying-rafter and top roof boarding;
(11) concrete Guttr board reinforcing bar is installed on the roof boarding of described top, bottom being positioned at, is laid the reinforcing bar of template and installation concrete beam in the interim support of the rafter tail of the opposite side of roof boarding, the rafter tail of many eave-rafters, many flying-rafters and top roof boarding opposite side;
(12) pour concrete Guttr board in the space that described Dalian eaves, top roof boarding surround is at the concrete of the opposite side fluid concrete beam of the rafter tail of the rafter tail of the opposite side of described bottom roof boarding, many eave-rafters, many flying-rafters and top roof boarding.
The invention has the advantages that the concrete Guttr board has saved formwork and form removal work when building, save material and duration, help protecting environment, reduce construction cost; Use modern building technology and replace ancient architecture, compare the pure wooden construction fund that economizes on resources, the duration is relatively short and service life is long, need not often keep in repair; By the eave-rafter that job practices of the present invention is built, promptly do not lose the characteristics of ancient architecture beautiful design, again the job practices of modern architecture has been carried out good the combination with the ancient building method, save consumption of wood on the one hand, make that on the other hand building is more sturdy and durable.
Description of drawings
The eave-rafter structural representation of Fig. 1 for adopting a kind of building in the style of the ancients eave-rafter of the present invention construction method of installation to build.
The specific embodiment: a kind of building in the style of the ancients eave-rafter construction method of installation, it comprises the steps:
(1) at first installs support body, as interim support;
(2) the cantilevered corner beam template frame for preparing is good, fix, seal up the cantilevered corner beam plug, tie up concrete cantilevered corner beam reinforcing bar in the cantilevered corner beam template, fluid concrete then, framves are good simultaneously for four cantilevered corner beams, guarantee that four cantilevered corner beams choose unanimity, pull out the radian unanimity, and the mark of setting up an office is respectively controlled;
(3) in the interim support between the two adjacent angular beams, longitudinally lay many eave-rafters 1 of installation successively at interval;
(4) the Xiao Lian eaves 2 for preparing is mounted on the eaves head 3 of many eave-rafters;
(5) bottom roof boarding 4 layings that prepare are installed on the many eave-rafters 1 of inside wall one side that is positioned at Xiao Lian eaves 2, the side sidewall with bottom roof boarding 4 links to each other with the inside wall of Xiao Lian eaves 2 then;
(6) on bottom roof boarding 4 and Xiao Lian eaves 2, longitudinally lay many flying-rafters 5 of installation successively at interval;
(7) lock plate washer 6 longitudinally is installed to block the gap between two adjacent flying-rafters, the 5 rafter bodies between per two adjacent flying-rafters, 5 rafter bodies;
(8) the Dalian eaves 7 for preparing is mounted on rafter head 8 tops of many flying-rafters;
(9) top roof boarding 9 layings that prepare are installed on the many flying-rafters 5 that are positioned at Dalian eaves 7 inboards, then roof boarding 9 one side sidewalls in top are linked to each other with the inside wall of Dalian eaves 7, general brush coal tar three roads on the top roof boarding 9, for avoiding concrete to run slurry, double-sided tape is pasted at place, slit at adjacent two top roof boardings 9, and bottom roof boarding 4, top roof boarding 9, Xiao Lian eaves 2, eave-rafter 1, flying-rafter 5, Dalian eaves 7 are woodwork;
(10) punching at interval successively longitudinally on eave-rafter 1, bottom roof boarding 4, flying-rafter 5 and top roof boarding 9, penetrate leading screw 10 in the hole and connect eave-rafter 1, bottom roof boarding 4, flying-rafter 5 and top roof boarding 9, it is long that leading screw 10 extends top roof boarding 910cm, in order to concrete Guttr board 12 more firm being connected with follow-up cast of eave-rafter 1, bottom roof boarding 4, flying-rafter 5 and top roof boarding 9;
(11) concrete Guttr board reinforcing bar is installed on top roof boarding 9, bottom being positioned at, is laid the reinforcing bar of template and installation concrete beam 13 in the interim support of the rafter tail 11 of the opposite side of roof boarding 4, the rafter tail 14 of many eave-rafters, many flying-rafters and top roof boarding 9 opposite sides;
(12) pour concrete Guttr board 12 in the space that Dalian eaves 7, top roof boarding 9 surround is at the concrete of the opposite side fluid concrete beam 13 of the rafter tail 11 of the rafter tail 14 of the opposite side of bottom roof boarding 4, many eave-rafters, many flying-rafters and top roof boarding 9.
Claims (1)
1. a building in the style of the ancients eave-rafter construction method of installation is characterized in that it comprises the steps:
(1) at first installs support body, as interim support;
(2) the cantilevered corner beam template frame for preparing is good, fix, seal up the cantilevered corner beam plug, tie up concrete cantilevered corner beam reinforcing bar in the described cantilevered corner beam template, fluid concrete then, framves are good simultaneously for four cantilevered corner beams, guarantee that four cantilevered corner beams choose unanimity, pull out the radian unanimity, and the mark of setting up an office is respectively controlled;
(3) in the described interim support between the two adjacent described cantilevered corner beams, longitudinally lay many eave-rafters of installation successively at interval;
(4) the Xiao Lian eaves for preparing is mounted on the eaves head of many eave-rafters;
(5) the bottom roof boarding laying for preparing is installed on the many eave-rafters of inside wall one side that is positioned at the Xiao Lian eaves, the side sidewall with the bottom roof boarding links to each other with the inside wall of Xiao Lian eaves then;
(6) on described bottom roof boarding and Xiao Lian eaves, longitudinally lay many flying-rafters of installation successively at interval;
(7) the lock plate washer longitudinally is installed to block two gaps between the adjacent flying-rafter rafter body between per two adjacent flying-rafter rafter bodies;
(8) the Dalian eaves for preparing is mounted on the rafter crown portion of described many flying-rafters;
(9) the top roof boarding laying for preparing is installed on the many flying-rafters that are positioned at eaves inboard, Dalian, then roof boarding one side sidewall in top is linked to each other with the inside wall of Dalian eaves, general brush coal tar three roads on the roof boarding of top, double-sided tape is pasted at place, slit at adjacent two top roof boardings, and described bottom roof boarding, top roof boarding, Xiao Lian eaves, eave-rafter, flying-rafter, Dalian eaves are woodwork;
(10) punching at interval successively longitudinally on described eave-rafter, bottom roof boarding, flying-rafter and top roof boarding penetrates leading screw and connects eave-rafter, bottom roof boarding, flying-rafter and top roof boarding in the hole, leading screw extends top roof boarding 10cm;
(11) concrete Guttr board reinforcing bar is installed on the roof boarding of described top, bottom being positioned at, is laid the reinforcing bar of template and installation concrete beam in the interim support of the rafter tail of the opposite side of roof boarding, the rafter tail of many eave-rafters, many flying-rafters and top roof boarding opposite side;
(12) pour concrete Guttr board in the space that described Dalian eaves, top roof boarding surround is at the concrete of the opposite side fluid concrete beam of the rafter tail of the rafter tail of the opposite side of described bottom roof boarding, many eave-rafters, many flying-rafters and top roof boarding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310165314.2A CN103216050B (en) | 2013-05-08 | 2013-05-08 | A kind of building in the style of the ancients eave-rafter construction method of installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310165314.2A CN103216050B (en) | 2013-05-08 | 2013-05-08 | A kind of building in the style of the ancients eave-rafter construction method of installation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103216050A true CN103216050A (en) | 2013-07-24 |
| CN103216050B CN103216050B (en) | 2016-02-10 |
Family
ID=48814171
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310165314.2A Active CN103216050B (en) | 2013-05-08 | 2013-05-08 | A kind of building in the style of the ancients eave-rafter construction method of installation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103216050B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544887A (en) * | 2015-12-11 | 2016-05-04 | 中建二局第三建筑工程有限公司 | Upturned roof-ridge cornice of Tang style simulation building and construction method thereof |
| CN107130722A (en) * | 2017-07-04 | 2017-09-05 | 上海市园林工程有限公司 | Attack climbing property housing for animal protection roofing and its construction |
| CN107165346A (en) * | 2017-06-29 | 2017-09-15 | 苏州园林发展股份有限公司 | A kind of sparrow place eaves roof structure and its construction method |
| CN109138150A (en) * | 2018-10-22 | 2019-01-04 | 绍兴市园林建设有限公司 | A kind of archaized building structure and its manufacturing method |
| CN110439194A (en) * | 2019-07-22 | 2019-11-12 | 上海秦森园林股份有限公司 | A kind of mounting structure and installation method of pseudo-classic architecture wood rafter |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107816173B (en) * | 2017-11-04 | 2019-09-10 | 北京房修一建筑工程有限公司 | Pseudo-classic architecture wood eave-rafter and cast-in-situ steel reinforced concrete Guttr board monolithic construction method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040139690A1 (en) * | 2001-08-20 | 2004-07-22 | Evelio Pina | Form assembly for forming an eave, a roof slab, and a perimeter beam in a monolithic structure and method of forming the same |
| CN202017292U (en) * | 2011-04-08 | 2011-10-26 | 天津住宅集团建设工程总承包有限公司 | Connecting structure for wooden element and concrete element of pseudo-classic building eave |
| CN202596045U (en) * | 2012-06-11 | 2012-12-12 | 江苏金土木建设集团有限公司 | Pseudo-classic architectural concrete eave with reversely nailed wooden rafter and reversely constructed roof boarding |
-
2013
- 2013-05-08 CN CN201310165314.2A patent/CN103216050B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040139690A1 (en) * | 2001-08-20 | 2004-07-22 | Evelio Pina | Form assembly for forming an eave, a roof slab, and a perimeter beam in a monolithic structure and method of forming the same |
| CN202017292U (en) * | 2011-04-08 | 2011-10-26 | 天津住宅集团建设工程总承包有限公司 | Connecting structure for wooden element and concrete element of pseudo-classic building eave |
| CN202596045U (en) * | 2012-06-11 | 2012-12-12 | 江苏金土木建设集团有限公司 | Pseudo-classic architectural concrete eave with reversely nailed wooden rafter and reversely constructed roof boarding |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544887A (en) * | 2015-12-11 | 2016-05-04 | 中建二局第三建筑工程有限公司 | Upturned roof-ridge cornice of Tang style simulation building and construction method thereof |
| CN105544887B (en) * | 2015-12-11 | 2018-09-11 | 中建二局第三建筑工程有限公司 | A kind of construction method of tang style simulation building wing angle cornice |
| CN107165346A (en) * | 2017-06-29 | 2017-09-15 | 苏州园林发展股份有限公司 | A kind of sparrow place eaves roof structure and its construction method |
| CN107130722A (en) * | 2017-07-04 | 2017-09-05 | 上海市园林工程有限公司 | Attack climbing property housing for animal protection roofing and its construction |
| CN107130722B (en) * | 2017-07-04 | 2024-01-30 | 上海市园林工程有限公司 | Attack climbing animal cage protection roof and construction method thereof |
| CN109138150A (en) * | 2018-10-22 | 2019-01-04 | 绍兴市园林建设有限公司 | A kind of archaized building structure and its manufacturing method |
| CN110439194A (en) * | 2019-07-22 | 2019-11-12 | 上海秦森园林股份有限公司 | A kind of mounting structure and installation method of pseudo-classic architecture wood rafter |
| CN110439194B (en) * | 2019-07-22 | 2021-10-08 | 上海秦森园林股份有限公司 | Mounting structure and mounting method of wood rafters of antique building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103216050B (en) | 2016-02-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103216050B (en) | A kind of building in the style of the ancients eave-rafter construction method of installation | |
| CN205000458U (en) | Low layer concrete dysmorphism column assembling type structure | |
| CN105386538A (en) | CL composite concrete shear wall construction process | |
| CN104153495A (en) | Multifunctional lightweight concrete curtain wall connecting structure | |
| CN205475677U (en) | Steel house room unit | |
| CN204001309U (en) | A kind of syndeton of Multi-function light concrete curtain wall | |
| CN204040374U (en) | A kind of mounting structure of shingle nail | |
| CN203716410U (en) | Novel roof grid seam | |
| CN102787709A (en) | Construction method of decorating plate dry hanging system and decorating plate dry hanging system manufactured by same | |
| CN105155836A (en) | Aluminum alloy formwork for buildings and method for applying aluminum alloy formwork | |
| CN202596045U (en) | Pseudo-classic architectural concrete eave with reversely nailed wooden rafter and reversely constructed roof boarding | |
| CN102220810A (en) | Method for connecting wooden members with concrete members of eaves of antique buildings | |
| CN104005496A (en) | Fabricated environment-friendly external wall | |
| CN203867001U (en) | Assemblable and environment-friendly outer wall | |
| CN203947493U (en) | Assembling type device for detecting manhole | |
| CN110259144A (en) | A kind of novel energy-saving environment-friendly ash concrete lightweight wall plate construction method | |
| CN204174967U (en) | Pavilion | |
| CN212176324U (en) | Ancient building roof board taking wooden rafters and wooden roof boarding as bottom die | |
| CN205000360U (en) | Basement structure with waterproof structure | |
| CN103362235A (en) | Integrally-poured building house with wallboards integrating thermal insulating and templates | |
| CN206538901U (en) | A kind of assembling type partition wall | |
| CN203514652U (en) | Roof batten | |
| CN205399833U (en) | Asphalt shingle roofing ridge structure | |
| CN204919930U (en) | Steel construction archaize building's floor structure | |
| CN203230126U (en) | T-shaped plate connecting piece |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160926 Address after: 017010 the Inner Mongolia Autonomous Region Ordos Ulan New District of Kangbashi City, the South Bank of the Mulun River Xingtai Business Plaza (CBD) T4 tower room 2207 Patentee after: INNER MONGOLIA XINGTAI CONSTRUCTION GROUP CO., LTD. Address before: The Inner Mongolia Autonomous Region city Dongsheng District 017000 Erdos ejinhuro Street No. 7 Room 308 Patentee before: Inner Mongolia Xingtai Construction Co., Ltd. |
|
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: The Inner Mongolia Autonomous Region city Dongsheng District 017000 Ordos ejinhuro Street No. 7 Patentee after: Xingtai Construction Group Co., Ltd Address before: 017010 the Inner Mongolia Autonomous Region Ordos Ulan New District of Kangbashi City, the South Bank of the Mulun River Xingtai Business Plaza (CBD) T4 tower room 2207 Patentee before: INNER MONGOLIA XINGTAI CONSTRUCTION GROUP Co.,Ltd. |