CN1884734A - Archaized architecture and its construction method - Google Patents
Archaized architecture and its construction method Download PDFInfo
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- CN1884734A CN1884734A CN 200610200665 CN200610200665A CN1884734A CN 1884734 A CN1884734 A CN 1884734A CN 200610200665 CN200610200665 CN 200610200665 CN 200610200665 A CN200610200665 A CN 200610200665A CN 1884734 A CN1884734 A CN 1884734A
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- eave
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Abstract
The invention relates to a pseudo-classic building and relative method, wherein the eave is formed by cylinder tile, sheet tile, roof panel, flying eave, eave edge, and post head; the post head is formed by eave edge, eave sheet and eave beam; the roof panel and post head are poured integrated; the bottom eave open of concrete roof panel has two steps; the outer step is fixed with wooden flying eave; the inner step is fixed with wooden eave edge; each step has at least tow rows of pre-embedded flat iron; the pre-embedded flat iron is connected to the bolt rod; the bolt rod is through the wooden flying eave or wooden eave edge; the nut fixes the wooden flying eave and wooden eave edge on the bottom of eave open; the nut is sealed with pastern ash; the concrete post head is fixed with one ring of wooden keel via expanding bolt; the wooden box in post head shape is arranged on the wooden keel, to be fixed integrated via nails. The invention has better simulate effect and short construction time.
Description
(1) technical field
The present invention relates to a kind of building in the style of the ancients and job practices thereof.
(2) background technology
The traditional heritage buildings of China is a wooden construction, is combined into timber frame by wood stud, wooden crossbeam, a tree, used in making timber for boats and purlin with the tenon fourth of the twelve Earthly Branches, outwards transmits expansion eaves portion area with sets of brackets on top of the columns, and flying-rafter, eave-rafter have increased rainproof ability, and luxurious to show the honor prestige.The job practices of traditional heritage buildings is very complicated, and timber compoment adopts " numb five a lacquer putties battle " way, and the duration is longer.
(3) summary of the invention
The purpose of this invention is to provide a kind of archaized architecture and job practices thereof, it is more mainly to solve traditional heritage buildings consumption timber, the technical problem of unfavorable fire-fighting; Also solve the problem that the traditional ancient architecture construction is complicated, the duration is oversize.
The object of the present invention is achieved like this: this archaized architecture, at the eaves position semicircular tile, pan tile, roof panel, cornice, eave-rafter, column cap are arranged from up to down, and its column cap is combined by top-down eaves purlin, eaves board and eave beam, it is characterized in that:
Roof panel and column cap are inner for being cast in concrete structure together, there are two step steps at cornice position, concrete roof plate bottom surface, on the step of outer end, fix wooden cornice, fix wooden eave-rafter on the inner step, the pre-buried band iron of at least two row is arranged in each step, pre-buried band iron connecting bolt bar, this shank of bolt passes wooden cornice or wooden eave-rafter, by nut wooden cornice and wooden eave-rafter are fixed on concrete roof plate cornice bottom, above-mentioned nut outside shutoff glue ash;
A circle rough ground is fixed by expansion bolt in concrete column cap outside, and the wooden box of column cap shape is buckled on the rough ground, is fixed together by nail and rough ground.
The job practices of above-mentioned archaized architecture is characterized in that:
(1) the concrete structure pouring construction at cornice and column cap place: eave beam place concrete is poured into a mould with eaves board place concrete, eaves board place concrete is cast in concrete roof, the independent formwork cast of eaves purlin place concrete, section concrete is poured into a mould with the concrete roof plate in flying-rafter, the eave-rafter;
(2) eave-rafter and flying-rafter construction: make wooden eave-rafter, wooden flying-rafter, every wooden eave-rafter, wooden flying-rafter are connected and fixed with the pre-buried band iron in two bolts and the concrete roof plate, the shutoff of nut place embedding glue ash;
(3) column cap construction: make the wooden box of column cap shape with the solid wood plate, on concrete structure, fix a circle rough ground, and then wooden box and rough ground are fixed with nail with bloated bolt.
The job practices of above-mentioned archaized architecture is characterized in that: the joint treatment step between above-mentioned wooden box and the concrete column cap:
(a) the concrete column head surface is rooted out cleaned out;
(b) with the glue ash concrete column head surface is done leveling layer;
(c) the wooden box external surface of column cap shape completely pastes calico, and the seam between wooden box and the concrete column cap is encased;
(d) ash in smearing together on calico is spread thin ash together after doing again;
(e) after thin ash is done, carry out levigate brill and give birth to operation, surperficial oil slick is cleaned with the fiber crops head;
(f) paint colour painting in the column cap outside.
The present invention compares the beneficial effect that has with existing conventional art: building in the style of the ancients of the present invention adopts concrete and carpentery workshop combining form at cornice and column cap position, only matrix section adopts wood material outside cornice and column cap, not only improve the supporting capacity and the fire-fighting ability of building in the style of the ancients, also saved timber greatly; Owing to simplified working procedure greatly, make the archaized architecture construction simple, construction costs greatly reduces, and the duration shortens dramatically.The present invention adopts the modern concrete material that Chinese ancient architecture is improved, and the ancient building profile of copying out is true to nature, and simulated effect is good.
(4) description of drawings
Fig. 1 is the cross-sectional view at column cap of the present invention position;
Fig. 2 is the cross-sectional view at body of wall of the present invention position;
Fig. 3 is the axle side structure schematic diagram of eaves of the present invention below.
Fig. 4 is a fixedly detail drawing of eave-rafter.
Fig. 5 is a fixedly detail drawing of column cap.
Among the figure: 1-semicircular tile, 2-pan tile, 3-roof panel, the wooden flying-rafter of 4-, the wooden eave-rafter of 5-, the pre-buried band iron of 6-, 7-bolt, 8-nut, 9-eaves purlin, 10-concrete roof, 11-post, 12-body of wall, 13-rough ground, 14-expansion bolt, 15-huge pillar pollard make box, 16-nail, 17-pillar pollard and make box, 18-eaves board, 19-eave beam, 20-leveling layer.
(5) specific embodiment
Embodiment is referring to Fig. 1-2: this archaized architecture, at the eaves position semicircular tile 1 is arranged from up to down, pan tile 2, roof panel 3, cornice 4, eave-rafter 5, column cap, its column cap is by top-down eaves purlin 9, eaves board 18 and eave beam 19 combine, roof panel and column cap are inner for being cast in concrete structure together, there are two step steps at the cornice position, bottom surface of concrete roof plate 3, on the step of outer end, fix wooden cornice 4, fix wooden eave-rafter 5 on the inner step, at least two long 4 * 40 zinc-plated pre-buried band irons 6 that work are arranged in each step, pre-buried band iron is inner to be welded with the roof panel steel mesh reinforcement, pre-buried band iron outer end connects Φ 8 harness cord galvanized bolts 7, this bolt 7 passes wooden cornice or wooden eave-rafter, by nut 8 wooden cornice and wooden eave-rafter are fixed on concrete roof plate cornice bottom, above-mentioned nut outside shutoff atomic glue ash.A circle rough ground 13 is fixed by expansion bolt 14 in concrete column cap outside, and the huge pillar pollard of column cap shape makes box 15, the pillar pollard makes box 17 and is buckled on the rough ground, is fixed together by nail 16 and rough ground.
Cornice and column cap engineering adopt concrete and two kinds of forms of carpentery workshop, and eave-rafter adopts twice bolt and original pre-buried band iron to be connected and fixed; The carpentery workshop box that the system of column cap peace adopts the solid wood plate to make fixed dimension is fixed on the concrete column cap, fixes one with bloated bolt and encloses keel in that box is inboard earlier before fixing, and then the solid wood of column cap shape is made box and rough ground is fixed with nail.Rough ground 13 is 50 * 50 Korean pine flitch keel, and expansion bolt 14 Φ 8 expansion bolts, carpentery workshop box are to make of the thick Korean pine solid wood of 20mm plate.
After the body of wall 12 of archaized architecture is finished, carry out following construction:
(1) the concrete structure pouring construction at cornice and column cap place: eave beam 19 place's concrete are poured into a mould with eaves board 18 place's concrete, eaves board 18 place's concrete are cast in concrete roof 10, the independent formwork cast of eaves purlin 9 place's concrete, section concrete is with 3 cast of concrete roof plate in flying-rafter, the eave-rafter;
(2) eave-rafter and flying-rafter construction: make wooden flying-rafter 4, wooden eave-rafter 5, every wooden eave-rafter, wooden flying-rafter are connected and fixed with the pre-buried band iron 6 in two bolts 7 and the concrete roof plate, the shutoff of nut 8 places embedding glue ash;
(3) column cap construction: make the wooden box 15,17 of column cap shape with the solid wood plate, on concrete structure, fix a circle rough ground 13, and then wooden box and rough ground are fixed with nail 16 with bloated bolt.
Joint treatment step between above-mentioned wooden box and the concrete column cap:
(a) with perching knife, wire brush the concrete column head surface is rooted out and cleaned out;
(b) with the glue ash of 108 glue, roe, cement configuration the concrete column head surface is done leveling layer 20;
(c) the wooden box external surface of column cap shape completely pastes calico, and the seam between wooden box and the concrete column cap is encased;
(d) ash in smearing together on calico is spread thin ash together after doing again, and the material of thin ash comprises that pig blood and thin grey thickness are no more than 2mm, and joint is smooth, no stitch;
(e) after thin ash is done, carry out levigate brill and give birth to operation, be finely ground to disconnected spot, after having ground, bore immediately and give birth to tung oil with diamond.Bore and give birth to carefully ash of the necessary penetration of tung oil, must not be interrupted, after having bored, surperficial oil slick is cleaned with the fiber crops head, and crackle must not be arranged;
(f) paint colour painting in the column cap outside, the concrete pattern of colour painting is determined by Party A's sampling according to designing requirement.
Claims (3)
1. an archaized architecture from up to down has semicircular tile, pan tile, roof panel, cornice, eave-rafter, column cap at the eaves position, and its column cap is combined by top-down eaves purlin, eaves board and eave beam, it is characterized in that:
Roof panel and column cap are inner for being cast in concrete structure together, there are two step steps at cornice position, concrete roof plate bottom surface, on the step of outer end, fix wooden cornice, fix wooden eave-rafter on the inner step, the pre-buried band iron of at least two row is arranged in each step, pre-buried band iron connecting bolt bar, this shank of bolt passes wooden cornice or wooden eave-rafter, by nut wooden cornice and wooden eave-rafter are fixed on concrete roof plate cornice bottom, above-mentioned nut outside shutoff glue ash; A circle rough ground is fixed by expansion bolt in concrete column cap outside, and the wooden box of column cap shape is buckled on the rough ground, is fixed together by nail and rough ground.
2. the job practices of archaized architecture according to claim 1 is characterized in that:
(1) the concrete structure pouring construction at cornice and column cap place: eave beam place concrete is poured into a mould with eaves board place concrete, eaves board place concrete is cast in concrete roof, the independent formwork cast of eaves purlin place concrete, section concrete is poured into a mould with the concrete roof plate in flying-rafter, the eave-rafter;
(2) eave-rafter and flying-rafter construction: make wooden eave-rafter, wooden flying-rafter, every wooden eave-rafter, wooden flying-rafter are connected and fixed with the pre-buried band iron in two bolts and the concrete roof plate, the shutoff of nut place embedding glue ash;
(3) column cap construction: make the wooden box of column cap shape with the solid wood plate, on concrete structure, fix a circle rough ground, and then wooden box and rough ground are fixed with nail with bloated bolt.
3. the job practices of archaized architecture according to claim 2 is characterized in that: the joint treatment step between above-mentioned wooden box and the concrete column cap:
(a) the concrete column head surface is rooted out cleaned out;
(b) with the glue ash concrete column head surface is done leveling layer;
(c) the wooden box external surface of column cap shape completely pastes calico, and the seam between wooden box and the concrete column cap is encased;
(d) ash in smearing together on calico is spread thin ash together after doing again;
(e) after thin ash is done, carry out levigate brill and give birth to operation, surperficial oil slick is cleaned with the fiber crops head;
(f) paint colour painting in the column cap outside.
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| Application Number | Priority Date | Filing Date | Title |
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| CN 200610200665 CN1884734A (en) | 2006-07-06 | 2006-07-06 | Archaized architecture and its construction method |
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| CN 200610200665 CN1884734A (en) | 2006-07-06 | 2006-07-06 | Archaized architecture and its construction method |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101858108A (en) * | 2010-05-31 | 2010-10-13 | 吕云于 | Simple and removable archaized building structure and archaized building |
| CN102080453A (en) * | 2010-12-22 | 2011-06-01 | 陕西省第三建筑工程公司 | Process for prefabricating and constructing concrete rafters of pseudo-classic architectures |
| CN102220810A (en) * | 2011-04-08 | 2011-10-19 | 天津住宅集团建设工程总承包有限公司 | Method for connecting wooden members with concrete members of eaves of antique buildings |
| CN102767284A (en) * | 2012-08-08 | 2012-11-07 | 张家口市第一建筑工程有限公司 | Semi-prefabricating construction process for concrete thin-wall lower return eave |
| CN102828590A (en) * | 2011-12-31 | 2012-12-19 | 常熟古建园林建设集团有限公司 | Construction method of historic building oil paint colour painting ground layer |
| CN102877651A (en) * | 2012-09-21 | 2013-01-16 | 山西一建集团有限公司 | Construction method for coating rafters of pseudo-classic architecture roof by using aluminum veneers |
| CN103046698A (en) * | 2012-12-29 | 2013-04-17 | 陕西省第三建筑工程公司 | Method of crack resistance and seepage prevention for concrete roof eave edging in archaized architectures |
| CN103195214A (en) * | 2013-04-24 | 2013-07-10 | 北京城建亚泰建设集团有限公司 | Wood roof cornice decking and concrete composite structure in archaized buildings and construction method thereof |
| CN104264918A (en) * | 2014-10-09 | 2015-01-07 | 中建八局第四建设有限公司 | Wood rafter mounting process and wood rafter connector assembly |
| CN105625642A (en) * | 2016-01-21 | 2016-06-01 | 郑州大学 | Construction method of tile roofing of ancient building |
| CN107816173A (en) * | 2017-11-04 | 2018-03-20 | 北京房修建筑工程有限公司 | Building in the style of the ancients wood eave-rafter and cast-in-situ steel reinforced concrete Guttr board monolithic construction method |
| CN108396913A (en) * | 2018-04-27 | 2018-08-14 | 北京六建集团有限责任公司 | A kind of rear-loading type GRC eave structures and its construction method |
| CN110107008A (en) * | 2019-05-17 | 2019-08-09 | 坤茂建设集团有限公司 | A kind of pseudo-classic architecture wood sets of brackets on top of the columns roofing and concrete main body connection structure |
-
2006
- 2006-07-06 CN CN 200610200665 patent/CN1884734A/en active Pending
Cited By (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101858108A (en) * | 2010-05-31 | 2010-10-13 | 吕云于 | Simple and removable archaized building structure and archaized building |
| CN101858108B (en) * | 2010-05-31 | 2012-03-28 | 吕云于 | Simple and removable archaized building structure and archaized building |
| CN102080453A (en) * | 2010-12-22 | 2011-06-01 | 陕西省第三建筑工程公司 | Process for prefabricating and constructing concrete rafters of pseudo-classic architectures |
| CN102220810A (en) * | 2011-04-08 | 2011-10-19 | 天津住宅集团建设工程总承包有限公司 | Method for connecting wooden members with concrete members of eaves of antique buildings |
| CN102220810B (en) * | 2011-04-08 | 2012-07-04 | 天津住宅集团建设工程总承包有限公司 | Method for connecting wooden members with concrete members of eaves of antique buildings |
| CN102828590A (en) * | 2011-12-31 | 2012-12-19 | 常熟古建园林建设集团有限公司 | Construction method of historic building oil paint colour painting ground layer |
| CN102767284A (en) * | 2012-08-08 | 2012-11-07 | 张家口市第一建筑工程有限公司 | Semi-prefabricating construction process for concrete thin-wall lower return eave |
| CN102877651B (en) * | 2012-09-21 | 2014-11-05 | 山西一建集团有限公司 | Construction method for coating rafters of pseudo-classic architecture roof by using aluminum veneers |
| CN102877651A (en) * | 2012-09-21 | 2013-01-16 | 山西一建集团有限公司 | Construction method for coating rafters of pseudo-classic architecture roof by using aluminum veneers |
| CN103046698A (en) * | 2012-12-29 | 2013-04-17 | 陕西省第三建筑工程公司 | Method of crack resistance and seepage prevention for concrete roof eave edging in archaized architectures |
| CN103046698B (en) * | 2012-12-29 | 2015-02-25 | 陕西省第三建筑工程公司 | Method of crack resistance and seepage prevention for concrete roof eave edging in archaized architectures |
| CN103195214A (en) * | 2013-04-24 | 2013-07-10 | 北京城建亚泰建设集团有限公司 | Wood roof cornice decking and concrete composite structure in archaized buildings and construction method thereof |
| CN103195214B (en) * | 2013-04-24 | 2015-01-07 | 北京城建亚泰建设集团有限公司 | Wood roof cornice decking and concrete composite structure in archaized buildings and construction method thereof |
| CN104264918A (en) * | 2014-10-09 | 2015-01-07 | 中建八局第四建设有限公司 | Wood rafter mounting process and wood rafter connector assembly |
| CN105625642A (en) * | 2016-01-21 | 2016-06-01 | 郑州大学 | Construction method of tile roofing of ancient building |
| CN105625642B (en) * | 2016-01-21 | 2017-10-27 | 郑州大学 | A kind of ancient building tile roofing construction method |
| CN107816173A (en) * | 2017-11-04 | 2018-03-20 | 北京房修建筑工程有限公司 | Building in the style of the ancients wood eave-rafter and cast-in-situ steel reinforced concrete Guttr board monolithic construction method |
| 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 |
| CN108396913A (en) * | 2018-04-27 | 2018-08-14 | 北京六建集团有限责任公司 | A kind of rear-loading type GRC eave structures and its construction method |
| CN108396913B (en) * | 2018-04-27 | 2023-12-12 | 北京六建集团有限责任公司 | Rear-mounted GRC cornice structure and construction method thereof |
| CN110107008A (en) * | 2019-05-17 | 2019-08-09 | 坤茂建设集团有限公司 | A kind of pseudo-classic architecture wood sets of brackets on top of the columns roofing and concrete main body connection structure |
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