CN102220810B - Method for connecting wooden members with concrete members of eaves of antique buildings - Google Patents
Method for connecting wooden members with concrete members of eaves of antique buildings Download PDFInfo
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- CN102220810B CN102220810B CN 201110088393 CN201110088393A CN102220810B CN 102220810 B CN102220810 B CN 102220810B CN 201110088393 CN201110088393 CN 201110088393 CN 201110088393 A CN201110088393 A CN 201110088393A CN 102220810 B CN102220810 B CN 102220810B
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Abstract
The invention discloses a method for connecting wooden members with concrete members of eaves of antique buildings. The method comprises the following steps: supporting a frame body to serve as temporary support; laying and installing a plurality of eave rafters on the temporary support at intervals in sequence along the longitudinal direction; installing small eave edgings on eaves of the eave rafters; laying and installing bottom roof boarding on the eave rafters at the sides of the inner side walls of the small eave edgings and then connecting one side walls of the bottom roof boarding with the inner side walls of the small eave edgings; laying and installing a plurality of fly rafters on the bottom roof boarding and the small eave edgings at intervals in sequence along the longitudinal direction; installing a gate baffle board between every two adjacent fly rafters along the longitudinal direction; installing big eave edgings at the top of the eaves of the fly rafters; laying and installing top roof boarding on the fly rafters at the inner sides of the big eave edgings and then connecting one side walls of the top roof boarding with the inner side walls of the big eave edgings; and pouring an overhanging eaves board and a concrete beam. The method has the following advantages: the construction period can be effectively shortened and the construction cost can be saved.
Description
Technical field
The present invention relates to pseudo-classic architecture element structure field, relate in particular to a kind of building in the style of the ancients eaves pollard system member and concrete component method of attachment.
Background technology
China's architectural history calls ancient building to the building before the Qing Dynasty, and along with progress of science and technology and development of productivity, New Building Materials such as steel, cement combine with wood structure.Not only do not lose ancient architecture beautiful design, of tremendous momentum characteristic, and more can strengthen the corrosion resistance of building, the application life of improving building.
Learn the patent of having authorized through retrieval:
1 application number is that the Chinese patent of CN200620012011.2 discloses " emulation splicing and inserting combined type Chinese classical architecture model ".Model is divided into the chassis and the pedestal portion, housing the body part, the roof portion; chassis and LMH part has Xumizuo, plaster earth, Fu, dolphins capitals stone, fence, hold the drum, looking columns, steps down with structure unit housing body part has columns, beams, Fang, purlins, plates, rafters, fly rafters, Dougong, wing angle, doors, windows, door frames, window frames, wall structural unit, part of a tile roof, roof, set the beast, fairy beasts ridge beast structural unit; various shapes and structural units which components are to imitate the actual construction of the actual Chinese classical form, the various components overlap between the use of tenon form.The utility model is novel, and the visual angle is unique, and it can make Consumer Learning to traditional architecture culture knowledge, and obtains graceful aesthetic pleasure, can inspire intelligence again, and the exercise manipulative ability has practical value and amusement function.But what this patent related to is the Chinese classical architecture model.
4 application numbers are that the Chinese patent of CN200710198567.4 discloses " novel energy-conserving emission reduction pseudo-classic architecture and job practices thereof ".The present invention relates to a kind of novel energy-conserving emission reduction pseudo-classic architecture and job practices thereof; It is applicable to various building in the style of the ancientss; It is characterized in that it is made up of volume roof, the hard mountain of canopy formula 1, gable and hip roof roof 2, body of wall, flat roof eaves cap, tassel door, covered corridor 3, screen wall 4 and courtyard wall 5 etc.; It is on complete basis according to the appearance that has building in the style of the ancients now; Adopt support structure skeleton or the supporting rod of lightweight steel construction as purlin, a tree, used in making timber for boats, beam, rafter, post, body of wall and roof tile, and structure, the parts such as various novel purlin, a tree, used in making timber for boats, post, body of wall material and roof tile that adopt steel sheet or modern architecture materials such as aluminium alloy plate or GRC or glass fiber reinforced plastic to process; Carry out batch production production (comprising paint, colored drawing); Assembled on site; Substitute existing wooden beam, post, rafter and with soil fire watt etc. traditional building materials modelled after an antique, and the construction technology that falls behind, with reach energy-saving and emission-reduction, cleaning construction and installation, improve work efficiency, reduction of erection time, the purpose that reduces cost.This patent is disclosed to be building in the style of the ancients and the job practices thereof that includes quadrangle, gable and hip roof roof, covered corridor, screen wall and courtyard wall.
5. application number is that the Chinese patent of CN200920148924.0 discloses " disjunctor eave-rafter flying-rafter modelled after an antique ".A kind of disjunctor eave-rafter flying-rafter modelled after an antique of the utility model; It belongs to the building in the style of the ancients field of components; Wherein this disjunctor eave-rafter flying-rafter is made up of some eave-rafters, some flying-rafters, Dalian eaves and Xiao Lian eaves one; Constitute through a Xiao Lian eaves one between said each eave-rafter and each flying-rafter, top constitutes through a Dalian eaves one between said each eave-rafter, and said Dalian eaves and Xiao Lian eaves shape are long strip-board shape.The utility model disjunctor eave-rafter modelled after an antique flying-rafter is simple and compact for structure, easy construction simple and environmental protection and saving.This patent is disclosed to be disjunctor eave-rafter modelled after an antique, flying-rafter, size to be connected eaves be designed to an overall structure and fix through welding with steel roof truss, is not suitable for the structure that building in the style of the ancients eaves pollard system member is connected with concrete component.
6 application numbers are that the Chinese patent of CN90206293.X discloses " the concrete member of assembly type cornice sets of brackets on top of the columns formula cornice ".The utility model provides the reinforced concrete member of assembly type cornice sets of brackets on top of the columns formula cornice.This cornice member is made up of flying-rafter, sets of brackets on top of the columns, eaves board, rafter cover plate and triangle parting bead.Its structure is novel, moulding is unique, can be widely used in various office building, auditoriums, hotels and China Democratic National Construction Association and garden engineering etc. in the town and country construction.This patent is disclosed to be the assembly type cornice sets of brackets on top of the columns formula cornice member of reinforced concrete structure.
7 application numbers are that the Chinese patent of CN200610200665.2 discloses " archaized architecture and job practices thereof ".A kind of archaized architecture and job practices thereof; At the eaves position semicircular tile, pan tile, roof panel, cornice, eave-rafter, column cap are arranged from up to down, its column cap is combined by top-down eaves purlin, eaves board and eave beam, and its 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; Fixing wooden cornice on the step of outer end, fixing wooden eave-rafter on the inner step has the pre-buried band iron of at least two row 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 is fixed on concrete roof plate cornice bottom, above-mentioned nut outside shutoff glue ash; Concrete column cap outside is by the fixing circle rough ground of expansion bolt, and the wooden box of column cap shape is buckled on the rough ground, is fixed together by nail and rough ground.Building in the style of the ancients of the present invention adopts concrete and carpentery workshop combining form at cornice and column cap position, and simulated effect is good, and the duration is short.This patent is disclosed from up to down to have semicircular tile, pan tile, roof panel, cornice, eave-rafter, column cap at the eaves position; Its column cap is combined by top-down eaves purlin, eaves board and eave beam; The cornice of this patent, eave-rafter are separately fixed on the two step steps at cornice position, concrete roof plate bottom surface through pre-buried band iron connecting bolt bar; Therefore fixing that cornice, the eave-rafter of this patent are final do not connect into an integral body, is not very firm.
Summary of the invention
The objective of the invention is to overcome the deficiency of prior art, provide that a kind of structure construction is convenient, comprehensive cost is low, a kind of building in the style of the ancients eaves pollard system member and the concrete component method of attachment of good endurance.
A kind of building in the style of the ancients eaves pollard system member of the present invention and concrete component method of attachment, it may further comprise the steps:
(1) at first installs support body, as interim support;
(2) in described interim support, longitudinally lay many eave-rafters of installation successively at interval;
(3) be mounted on the Xiao Lian eaves for preparing on the eaves head of many eave-rafters;
(4) be installed in the bottom roof boarding laying for preparing 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;
(5) on described bottom roof boarding and Xiao Lian eaves, longitudinally lay many flying-rafters of installation successively at interval;
(6) 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;
(7) be mounted on the Dalian eaves for preparing the rafter head of described many flying-rafters;
(8) be installed in the top roof boarding laying for preparing 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, described bottom roof boarding, top roof boarding, Xiao Lian eaves, eave-rafter, flying-rafter, Dalian eaves are woodwork;
(9) concrete Guttr board reinforcing bar is installed on the roof boarding of 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;
(10) cast 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;
(11) on the eaves of described Dalian, longitudinally lay watt mouth.
Advantage of the present invention: many eave-rafters and Duo Gen flying-rafter and size eaves, lock plate washer, watt mouth be owing to be single woodwork all, institute's limit processing at the construction field (site), limit installation.Easy and simple to handle, speed of application is fast, effectively reduction of erection time and practice thrift operating expenses.Do not lose the characteristics of ancient architecture beautiful design, and respectively get its advantage to the job practices of modern architecture and ancient building, carried out good combination.
Description of drawings
Accompanying drawing is for adopting the structural representation of a kind of building in the style of the ancients eaves pollard system member of the present invention and concrete component method of attachment.
The specific embodiment
Below in conjunction with accompanying drawing and specific embodiment the present invention is done to describe in detail.
A kind of building in the style of the ancients eaves pollard system member of the present invention and concrete component method of attachment, it may further comprise the steps: (1) at first installs support body, as interim support; (2) in described interim support, longitudinally lay many eave-rafter 1-3 of installation successively at interval; (3) be mounted on the Xiao Lian eaves 3 for preparing on the eaves head 1-2 of many eave-rafters; (4) be installed in the bottom roof boarding for preparing 7 layings on the many eave-rafter 1-3 that are positioned at Xiao Lian eaves 3 inside walls one side, the side sidewall with bottom roof boarding 7 links to each other with the inside wall of Xiao Lian eaves 3 then; (5) on described bottom roof boarding 7 and Xiao Lian eaves 3, longitudinally lay many flying-rafters of installation successively at interval; (6) between per two adjacent flying-rafter rafter body 5-3, lock plate washer 6 longitudinally is installed to block two gaps between the adjacent flying-rafter rafter body; (7) be mounted on the Dalian eaves 8 for preparing at the rafter head 5-2 top of described many flying-rafters; (8) be installed in the top roof boarding 7-1 laying for preparing on the many flying-rafters that are positioned at Dalian eaves 8 inboards, then roof boarding 7-1 one side sidewall in top linked to each other with the inside wall of Dalian eaves 8; (9) reinforcing bar of concrete Guttr board 9 is installed on the roof boarding of top, in the interim support of the rafter tail 5-1 of the opposite side that is positioned at bottom roof boarding 7, the rafter tail 1-1 of many eave-rafters, many flying-rafters and top roof boarding 7-1 opposite side, is laid template and the reinforcing bar of concrete beam 2 is installed; (10) cast pour concrete Guttr board 9 in the space that described Dalian eaves, top roof boarding surround is at the concrete of the opposite side fluid concrete beam 2 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; (11) on described Dalian eaves 8, longitudinally lay watt mouth 10.
Described bottom roof boarding 7, top roof boarding 7-1, Xiao Lian eaves 3, eave-rafter 1-3, flying-rafter, Dalian eaves 8 are woodwork.Connected mode between each woodwork can be for being fixedly connected with iron nail.Can certainly adopt existing other method.
Save formwork and mould dismounting work when concrete Guttr board 9 is built in the method, saved material and duration, helped environmental protection and saving.
Comprise between described step (8) and step (10) that preferably the rafter tail 1-1 with described many eave-rafters whenever is connected with the reinforcing bar that has hook 12 across a certain distance, so that the rafter tail 1-1 of the many eave-rafters in completing steps (10) back whenever is connected through the reinforcing bar 12 that has hook with concrete beam 2 across a certain distance.Can make connection more firm like this.
Preferably between comprising between described step (8) and the step (10), adopt the many reinforcing bars that have hook 12 that are provided with at interval to link to each other with top roof boarding 7-1, many eave-rafter 1-3, many flying-rafters and bottom roof boarding 7.Can make connection more firm like this.
Comprise between described step (8) and step (10) that preferably the long side sidewall with described Dalian eaves 8 whenever connects spike 11 across a certain distance, so that Dalian, completing steps (10) back eaves 8 whenever links to each other through spike 11 with the plate termination of concrete Guttr board across a certain distance.Can make connection more firm like this.
Embodiment 1
Carry out building in the style of the ancients eaves pollard system member and be connected construction with concrete component:
(1) at first installs support body, as interim support;
(2) in described interim support, longitudinally lay many eave-rafters of installation successively at interval;
(3) be mounted on the Xiao Lian eaves for preparing on the eaves head of many eave-rafters;
(4) be installed in the bottom roof boarding laying for preparing on the many eave-rafters of inside wall one side that is positioned at the Xiao Lian eaves, the side sidewall with bottom roof boarding 7 links to each other with the inside wall of Xiao Lian eaves then;
(5) on described bottom roof boarding and Xiao Lian eaves, longitudinally lay many flying-rafters of installation successively at interval;
(6) 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;
(7) be mounted on the Dalian eaves for preparing the rafter head of described many flying-rafters;
(8) be installed in the top roof boarding laying for preparing on the many flying-rafters that are positioned at eaves inboard, Dalian, then roof boarding one side sidewall in top linked to each other with the inside wall of Dalian eaves;
(9) with adopting the many reinforcing bars that have hook 12 that are provided with at interval to link to each other between top roof boarding, many eave-rafters, many flying-rafters and the bottom roof boarding;
(10) concrete Guttr board reinforcing bar is installed on the roof boarding of 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;
(11) cast 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;
(12) on the eaves of described Dalian, longitudinally lay watt mouth.
Adopt this method to compare duration shortening 10 days with conventional construction method., operating expenses practices thrift 1%, and good looking appearance.
Carry out building in the style of the ancients eaves pollard system member and be connected construction with concrete component:
(1) at first installs support body, as interim support;
(2) in described interim support, longitudinally lay many eave-rafters of installation successively at interval;
(3) be mounted on the Xiao Lian eaves for preparing on the eaves head of many eave-rafters;
(4) be installed in the bottom roof boarding laying for preparing on the many eave-rafters of inside wall one side that is positioned at the Xiao Lian eaves, the side sidewall with bottom roof boarding 7 links to each other with the inside wall of Xiao Lian eaves then;
(5) on described bottom roof boarding and Xiao Lian eaves, longitudinally lay many flying-rafters of installation successively at interval;
(6) 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;
(7) be mounted on the Dalian eaves for preparing the rafter head of described many flying-rafters;
(8) be installed in the top roof boarding laying for preparing on the many flying-rafters that are positioned at eaves inboard, Dalian, then roof boarding one side sidewall in top linked to each other with the inside wall of Dalian eaves;
(9) the rafter tail with described many eave-rafters whenever is connected through the reinforcing bar that has hook with concrete beam across a certain distance; Simultaneously with adopting the many reinforcing bars that have hook that are provided with at interval to link to each other between top roof boarding, many eave-rafters, many flying-rafters and the bottom roof boarding; One long side sidewall of described Dalian eaves is whenever connected spike across a certain distance;
(10) concrete Guttr board reinforcing bar is installed on the roof boarding of 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;
(11) cast 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;
(12) on the eaves of described Dalian, longitudinally lay watt mouth.
Adopt this method to compare duration shortening 15 days with conventional construction method, operating expenses practices thrift 1.5%, and good looking appearance.
Claims (4)
1. building in the style of the ancients eaves pollard system member and concrete component method of attachment is characterized in that it may further comprise the steps:
(1) at first installs support body, as interim support;
(2) in described interim support, longitudinally lay many eave-rafters of installation successively at interval;
(3) be mounted on the Xiao Lian eaves for preparing on the eaves head of many eave-rafters;
(4) be installed in the bottom roof boarding laying for preparing 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;
(5) on described bottom roof boarding and Xiao Lian eaves, longitudinally lay many flying-rafters of installation successively at interval;
(6) 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;
(7) be mounted on the Dalian eaves for preparing the rafter head of described many flying-rafters;
(8) be installed in the top roof boarding laying for preparing 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, described bottom roof boarding, top roof boarding, Xiao Lian eaves, eave-rafter, flying-rafter, Dalian eaves are woodwork;
(9) concrete Guttr board reinforcing bar is installed on the roof boarding of 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;
(10) 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;
(11) on the eaves of described Dalian, longitudinally lay watt mouth.
2. building in the style of the ancients eaves pollard system member according to claim 1 and concrete component method of attachment is characterized in that: comprise between described step (8) and the step (10) that the rafter tail with described many eave-rafters whenever is connected with the reinforcing bar that has hook across a certain distance.
3. building in the style of the ancients eaves pollard system member according to claim 1 and concrete component method of attachment is characterized in that: between comprising top roof boarding, many eave-rafters, many flying-rafters and bottom roof boarding between described step (8) and the step (10), adopt the many reinforcing bars that have hook that are provided with at interval to link to each other.
4. building in the style of the ancients eaves pollard system member according to claim 1 and concrete component method of attachment is characterized in that: comprise that between described step (8) and step (10) the long side sidewall with described Dalian eaves whenever connects spike across a certain distance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110088393 CN102220810B (en) | 2011-04-08 | 2011-04-08 | Method for connecting wooden members with concrete members of eaves of antique buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110088393 CN102220810B (en) | 2011-04-08 | 2011-04-08 | Method for connecting wooden members with concrete members of eaves of antique buildings |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102220810A CN102220810A (en) | 2011-10-19 |
| CN102220810B true CN102220810B (en) | 2012-07-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110088393 Expired - Fee Related CN102220810B (en) | 2011-04-08 | 2011-04-08 | Method for connecting wooden members with concrete members of eaves of antique buildings |
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| CN (1) | CN102220810B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587493B (en) * | 2012-02-14 | 2015-12-02 | 李建民 | A kind of Chinese style archaized architecture of clean steel reinforced concrete cast and construction method thereof |
| CN102767284B (en) * | 2012-08-08 | 2014-05-21 | 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 |
| CN106049766B (en) * | 2016-05-30 | 2018-06-29 | 中国建筑第八工程局有限公司 | The combination eaves system and its construction method of large span steel structure and sets of brackets on top of the columns timber structure |
| 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 |
| 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 |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2586052A1 (en) * | 1985-08-06 | 1987-02-13 | Bac Maisons Pierre | Method for decorating a residential unit and residences obtained according to this method |
| DE29711625U1 (en) * | 1997-07-03 | 1997-09-04 | Holzbau Moser oHG, 09634 Hirschfeld | Roof structure |
| DE29911498U1 (en) * | 1999-05-10 | 1999-09-16 | Puren Schaumstoff Gmbh | Rafters |
| CN1884734A (en) * | 2006-07-06 | 2006-12-27 | 北京城建亚泰建设工程有限公司 | Archaized architecture and its construction method |
| CN101463639A (en) * | 2009-01-14 | 2009-06-24 | 张明华 | Heat insulating cold-proof thermal-insulating roof of house and construction method thereof |
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2011
- 2011-04-08 CN CN 201110088393 patent/CN102220810B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2586052A1 (en) * | 1985-08-06 | 1987-02-13 | Bac Maisons Pierre | Method for decorating a residential unit and residences obtained according to this method |
| DE29711625U1 (en) * | 1997-07-03 | 1997-09-04 | Holzbau Moser oHG, 09634 Hirschfeld | Roof structure |
| DE29911498U1 (en) * | 1999-05-10 | 1999-09-16 | Puren Schaumstoff Gmbh | Rafters |
| CN1884734A (en) * | 2006-07-06 | 2006-12-27 | 北京城建亚泰建设工程有限公司 | Archaized architecture and its construction method |
| CN101463639A (en) * | 2009-01-14 | 2009-06-24 | 张明华 | Heat insulating cold-proof thermal-insulating roof of house and construction method thereof |
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| CN102220810A (en) | 2011-10-19 |
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