CN102758537A - Construction method for timberwork buildings - Google Patents

Construction method for timberwork buildings Download PDF

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Publication number
CN102758537A
CN102758537A CN2012102402452A CN201210240245A CN102758537A CN 102758537 A CN102758537 A CN 102758537A CN 2012102402452 A CN2012102402452 A CN 2012102402452A CN 201210240245 A CN201210240245 A CN 201210240245A CN 102758537 A CN102758537 A CN 102758537A
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China
Prior art keywords
rafter
timber
pillar
nail
center line
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Granted
Application number
CN2012102402452A
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Chinese (zh)
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CN102758537B (en
Inventor
成军
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Jiangsu Peace Construction Group Co ltd
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Nantong Textile Vocational Technology College
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Priority to CN 201210240245 priority Critical patent/CN102758537B/en
Publication of CN102758537A publication Critical patent/CN102758537A/en
Application granted granted Critical
Publication of CN102758537B publication Critical patent/CN102758537B/en
Expired - Fee Related legal-status Critical Current
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Abstract

The invention discloses a construction method for timberwork buildings, which comprises the steps of timber selection, processing and lofting, lifting, timberwork connection, heavy timber installation and the like. The method disclosed by the invention is convenient to construct, high in operating efficiency, good in construction quality, and good in effect.

Description

The timber buildings job practices
Technical field
The present invention relates to a kind of timber buildings job practices.
Background technology
Existing timber buildings construction is complicated, and effect is undesirable, influences construction quality.
Summary of the invention
The object of the present invention is to provide a kind of easy construction, the timber buildings job practices that construction effect is good.
Technical solution of the present invention is:
A kind of timber buildings job practices comprises that setting-out, lifting, wooden construction connection are selected, processed to timber, wood is installed greatly, it is characterized in that:
(1) timber is selected: select the safflower pears for use;
(2) processing setting-out: adopt AutoCAD software to carry out the computer setting-out, press the setting-out of 1:1 size to the node in the computer drawing to three-ply board;
(3) lifting: adopt tower crane to guarantee a large amount of timber compoment level transportations and vertical transport;
(4) wooden construction connects: adopt the tenon fourth of the twelve Earthly Branches and add the mode that stainless steel adapting piece reinforces the connection;
(5) big wood is installed:
Sit in the right seat: the position check mark by the timber compoment subscript is write is installed, and member is annotated and where write, and where will be installed in;
Outside the back, get on, get off earlier, when big wood is installed earlier the member of the inside install, more from the inside to the outside, earlier from following member by, more from the bottom to top;
When big wood be installed to the following timber compoment of column cap complete after; Just no longer continue to install; At this moment check the face width depth size at each position with steel ruler, whether inspection has deviation to leave the center line phenomenon, treats that equidimension is fully with after designing requirement equates; Timber wedge is squeezed in the slit between a long thick piece of timber shaped like a square pillar tenon fourth of the twelve Earthly Branches, made a long thick piece of timber shaped like a square pillar and column combination partial fixing;
The work of column cap one-tailed test size is hung and is just directly being pulled out and support works after accomplishing, and just pulls out earlier to begin from tenterloin post, step post, with crowbar or wooden mallet, makes post root four sides center line relative with post base of a pillar stone center line; Inside having pulled out, then dial peripheral corridor post, peripheral column, also make post center line alignment post base of a pillar stone center line, after pillar just pulls out; Support with steel pipe, fastener, support and hang and directly carry out simultaneously, earlier the steel pipe upper end is firm with column cap, begin messenger wire then; Under column cap a long thick piece of timber shaped like a square pillar, follow closely, on fasten line, sagging plumb bob makes line aim at the center line on the column cap; Plumb bob vertically arrives post base of a pillar stone 5-8cm place, according to the crooked situation of pillar, lets steel pipe or advance or move back, and makes the pillar center line parallel fully with vertical line; Pillar is fully perpendicular to horizontal plane, and pillar after hanging is directly fixed steel tube fastener, to guarantee that not moving is principle; The two-way use of supporting of steel pipe, right-angled intersection, steel pipe supports all Zhi Haohou, carries out the installation of the above timber compoment of column cap again;
Installing frame member, is from inside to outside, from bottom to top the order carry out, to make crossbeam during installation at the bottom of center line relative with the column cap center line; Step purlin before and after installing with steel ruler check and correction size, treat that first floor roof beam structure dress is neat after, upper strata a long thick piece of timber shaped like a square pillar then is installed, treat that first floor roof beam structure dress is neat after; Upper strata a long thick piece of timber shaped like a square pillar then is installed, is installed successively, after each layer installs, all will check size; Inspection has or not and departs from the center line phenomenon, and all big timber compoments reexamine once after all installing together, checks to have or not the askew sudden strain of a muscle inconsistent phenomenon of member; If have then adjust immediately, hammer into the slit with timber wedge at last, the tenon fourth of the twelve Earthly Branches is fixed;
After treating that big timber compoment is adorned together fully, rafter, roof boarding, lining oralia, fascia board member can be installed, eave-rafter at first is installed out, in a side of building, two most ends respectively nail on one and go out eave-rafter; The size that goes out eaves will adhere to specification, holds to the greatest extent at rafter to nail on nail, and backguy, other goes out the standard of eave-rafter as nail, the line tension; Sagging for anti-principal vertical line, the centre is followed closely two again and is gone out eave-rafter, and the rafter head nails on nail, chooses the stage casing of line, after the line straightening; Just can follow closely out eave-rafter, following closely out eave-rafter simultaneously, lining mouth wood is placed on out eave-rafter rafter head, after the rafter levelling, lining mouthful wooden peg is on the rafter head; Treat out eave-rafter nail put finish after, all the other intermediate rafters, crown eaves then successively preface fix, after rafter follow closely, just follow closely flying-rafter, use up end at cornice two earlier and nail on cornice; Nail on nail in the flying-rafter end then, backguy, for avoiding vertical line, the centre nails on several flying-rafters again; With the line straightening, follow closely other flying-rafter again, treat that flying-rafter all followed closely, fascia board, shop roof boarding are installed again.
Easy construction of the present invention, operating efficiency are very high, and construction quality is good, and is effective.
Below in conjunction with embodiment the present invention is described further.
The specific embodiment
A kind of timber buildings job practices comprises that setting-out, lifting, wooden construction connection are selected, processed to timber, wood is installed greatly,
(1) timber is selected: select the safflower pears for use;
(2) processing setting-out: adopt AutoCAD software to carry out the computer setting-out, press the setting-out of 1:1 size to the node in the computer drawing to three-ply board;
(3) lifting: adopt tower crane to guarantee a large amount of timber compoment level transportations and vertical transport;
(4) wooden construction connects: adopt the tenon fourth of the twelve Earthly Branches and add the mode that stainless steel adapting piece reinforces the connection;
(5) big wood is installed:
Sit in the right seat: the position check mark by the timber compoment subscript is write is installed, and member is annotated and where write, and where will be installed in;
Outside the back, get on, get off earlier, when big wood is installed earlier the member of the inside install, more from the inside to the outside, earlier from following member by, more from the bottom to top;
When big wood be installed to the following timber compoment of column cap complete after; Just no longer continue to install; At this moment check the face width depth size at each position with steel ruler, whether inspection has deviation to leave the center line phenomenon, treats that equidimension is fully with after designing requirement equates; Timber wedge is squeezed in the slit between a long thick piece of timber shaped like a square pillar tenon fourth of the twelve Earthly Branches, made a long thick piece of timber shaped like a square pillar and column combination partial fixing;
The work of column cap one-tailed test size is hung and is just directly being pulled out and support works after accomplishing, and just pulls out earlier to begin from tenterloin post, step post, with crowbar or wooden mallet, makes post root four sides center line relative with post base of a pillar stone center line; Inside having pulled out, then dial peripheral corridor post, peripheral column, also make post center line alignment post base of a pillar stone center line, after pillar just pulls out; Support with steel pipe, fastener, support and hang and directly carry out simultaneously, earlier the steel pipe upper end is firm with column cap, begin messenger wire then; Under column cap a long thick piece of timber shaped like a square pillar, follow closely, on fasten line, sagging plumb bob makes line aim at the center line on the column cap; Plumb bob vertically arrives post base of a pillar stone 5-8cm place, according to the crooked situation of pillar, lets steel pipe or advance or move back, and makes the pillar center line parallel fully with vertical line; Pillar is fully perpendicular to horizontal plane, and pillar after hanging is directly fixed steel tube fastener, to guarantee that not moving is principle; The two-way use of supporting of steel pipe, right-angled intersection, steel pipe supports all Zhi Haohou, carries out the installation of the above timber compoment of column cap again;
Installing frame member, is from inside to outside, from bottom to top the order carry out, to make crossbeam during installation at the bottom of center line relative with the column cap center line; Step purlin before and after installing with steel ruler check and correction size, treat that first floor roof beam structure dress is neat after, upper strata a long thick piece of timber shaped like a square pillar then is installed, treat that first floor roof beam structure dress is neat after; Upper strata a long thick piece of timber shaped like a square pillar then is installed, is installed successively, after each layer installs, all will check size; Inspection has or not and departs from the center line phenomenon, and all big timber compoments reexamine once after all installing together, checks to have or not the askew sudden strain of a muscle inconsistent phenomenon of member; If have then adjust immediately, hammer into the slit with timber wedge at last, the tenon fourth of the twelve Earthly Branches is fixed;
After treating that big timber compoment is adorned together fully, rafter, roof boarding, lining oralia, fascia board member can be installed, eave-rafter at first is installed out, in a side of building, two most ends respectively nail on one and go out eave-rafter; The size that goes out eaves will adhere to specification, holds to the greatest extent at rafter to nail on nail, and backguy, other goes out the standard of eave-rafter as nail, the line tension; Sagging for anti-principal vertical line, the centre is followed closely two again and is gone out eave-rafter, and the rafter head nails on nail, chooses the stage casing of line, after the line straightening; Just can follow closely out eave-rafter, following closely out eave-rafter simultaneously, lining mouth wood is placed on out eave-rafter rafter head, after the rafter levelling, lining mouthful wooden peg is on the rafter head; Treat out eave-rafter nail put finish after, all the other intermediate rafters, crown eaves then successively preface fix, after rafter follow closely, just follow closely flying-rafter, use up end at cornice two earlier and nail on cornice; Nail on nail in the flying-rafter end then, backguy, for avoiding vertical line, the centre nails on several flying-rafters again; With the line straightening, follow closely other flying-rafter again, treat that flying-rafter all followed closely, fascia board, shop roof boarding are installed again.

Claims (1)

1. a timber buildings job practices comprises that setting-out, lifting, wooden construction connection are selected, processed to timber, wood is installed greatly, it is characterized in that:
(1) timber is selected: select the safflower pears for use;
(2) processing setting-out: adopt AutoCAD software to carry out the computer setting-out, press the setting-out of 1:1 size to the node in the computer drawing to three-ply board;
(3) lifting: adopt tower crane to guarantee a large amount of timber compoment level transportations and vertical transport;
(4) wooden construction connects: adopt the tenon fourth of the twelve Earthly Branches and add the mode that stainless steel adapting piece reinforces the connection;
(5) big wood is installed:
Sit in the right seat: the position check mark by the timber compoment subscript is write is installed, and member is annotated and where write, and where will be installed in;
Outside the back, get on, get off earlier, when big wood is installed earlier the member of the inside install, more from the inside to the outside, earlier from following member by, more from the bottom to top;
When big wood be installed to the following timber compoment of column cap complete after; Just no longer continue to install; At this moment check the face width depth size at each position with steel ruler, whether inspection has deviation to leave the center line phenomenon, treats that equidimension is fully with after designing requirement equates; Timber wedge is squeezed in the slit between a long thick piece of timber shaped like a square pillar tenon fourth of the twelve Earthly Branches, made a long thick piece of timber shaped like a square pillar and column combination partial fixing;
The work of column cap one-tailed test size is hung and is just directly being pulled out and support works after accomplishing, and just pulls out earlier to begin from tenterloin post, step post, with crowbar or wooden mallet, makes post root four sides center line relative with post base of a pillar stone center line; Inside having pulled out, then dial peripheral corridor post, peripheral column, also make post center line alignment post base of a pillar stone center line, after pillar just pulls out; Support with steel pipe, fastener, support and hang and directly carry out simultaneously, earlier the steel pipe upper end is firm with column cap, begin messenger wire then; Under column cap a long thick piece of timber shaped like a square pillar, follow closely, on fasten line, sagging plumb bob makes line aim at the center line on the column cap; Plumb bob vertically arrives post base of a pillar stone 5-8cm place, according to the crooked situation of pillar, lets steel pipe or advance or move back, and makes the pillar center line parallel fully with vertical line; Pillar is fully perpendicular to horizontal plane, and pillar after hanging is directly fixed steel tube fastener, to guarantee that not moving is principle; The two-way use of supporting of steel pipe, right-angled intersection, steel pipe supports all Zhi Haohou, carries out the installation of the above timber compoment of column cap again;
Installing frame member, is from inside to outside, from bottom to top the order carry out, to make crossbeam during installation at the bottom of center line relative with the column cap center line; Step purlin before and after installing with steel ruler check and correction size, treat that first floor roof beam structure dress is neat after, upper strata a long thick piece of timber shaped like a square pillar then is installed, treat that first floor roof beam structure dress is neat after; Upper strata a long thick piece of timber shaped like a square pillar then is installed, is installed successively, after each layer installs, all will check size; Inspection has or not and departs from the center line phenomenon, and all big timber compoments reexamine once after all installing together, checks to have or not the askew sudden strain of a muscle inconsistent phenomenon of member; If have then adjust immediately, hammer into the slit with timber wedge at last, the tenon fourth of the twelve Earthly Branches is fixed;
After treating that big timber compoment is adorned together fully, rafter, roof boarding, lining oralia, fascia board member can be installed, eave-rafter at first is installed out, in a side of building, two most ends respectively nail on one and go out eave-rafter; The size that goes out eaves will adhere to specification, holds to the greatest extent at rafter to nail on nail, and backguy, other goes out the standard of eave-rafter as nail, the line tension; Sagging for anti-principal vertical line, the centre is followed closely two again and is gone out eave-rafter, and the rafter head nails on nail, chooses the stage casing of line, after the line straightening; Just can follow closely out eave-rafter, following closely out eave-rafter simultaneously, lining mouth wood is placed on out eave-rafter rafter head, after the rafter levelling, lining mouthful wooden peg is on the rafter head; Treat out eave-rafter nail put finish after, all the other intermediate rafters, crown eaves then successively preface fix, after rafter follow closely, just follow closely flying-rafter, use up end at cornice two earlier and nail on cornice; Nail on nail in the flying-rafter end then, backguy, for avoiding vertical line, the centre nails on several flying-rafters again; With the line straightening, follow closely other flying-rafter again, treat that flying-rafter all followed closely, fascia board, shop roof boarding are installed again.
CN 201210240245 2012-07-12 2012-07-12 Construction method for timberwork buildings Expired - Fee Related CN102758537B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201210240245 CN102758537B (en) 2012-07-12 2012-07-12 Construction method for timberwork buildings

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Application Number Priority Date Filing Date Title
CN 201210240245 CN102758537B (en) 2012-07-12 2012-07-12 Construction method for timberwork buildings

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CN102758537B CN102758537B (en) 2013-06-19

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104481155A (en) * 2014-11-05 2015-04-01 北京崇建工程有限公司 Fabricating and mounting method of pseudo-classic architecture large timber construction
CN104806031A (en) * 2013-06-21 2015-07-29 罗海军 Wood structure reinforcement construction method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03202521A (en) * 1989-12-28 1991-09-04 Asahi Jutaku Kk Wooden long span panel method
JPH03233041A (en) * 1990-02-06 1991-10-17 Nikko Shoji Kk Wooden structure
CN1136119A (en) * 1995-03-20 1996-11-20 株式会社田中政克建筑设计事务所 Method for combination of floors and wooden building with such a combination
CN1140221A (en) * 1995-03-20 1997-01-15 株式会社田中政克建筑设计事务所 Structural member for wood structure building, floor structure, roof structure and construction method thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03202521A (en) * 1989-12-28 1991-09-04 Asahi Jutaku Kk Wooden long span panel method
JPH03233041A (en) * 1990-02-06 1991-10-17 Nikko Shoji Kk Wooden structure
CN1136119A (en) * 1995-03-20 1996-11-20 株式会社田中政克建筑设计事务所 Method for combination of floors and wooden building with such a combination
CN1140221A (en) * 1995-03-20 1997-01-15 株式会社田中政克建筑设计事务所 Structural member for wood structure building, floor structure, roof structure and construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104806031A (en) * 2013-06-21 2015-07-29 罗海军 Wood structure reinforcement construction method
CN104806031B (en) * 2013-06-21 2017-06-16 罗海军 Timber structure reinforced construction method
CN104481155A (en) * 2014-11-05 2015-04-01 北京崇建工程有限公司 Fabricating and mounting method of pseudo-classic architecture large timber construction

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Free format text: FORMER OWNER: CHENG JUN

Effective date: 20130510

Owner name: NANTONG TEXTILE PROFESSIONAL TECHNOLOGY COLLEGE CH

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C41 Transfer of patent application or patent right or utility model
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CB03 Change of inventor or designer information

Inventor after: Cheng Jun

Inventor after: Shi Heping

Inventor after: Jiang Jun

Inventor after: Yang Hongjun

Inventor after: Tao Jun

Inventor after: Tang Wei

Inventor after: Chen Kai

Inventor after: Qiang Hua

Inventor after: Cheng Wen

Inventor before: Cheng Jun

COR Change of bibliographic data

Free format text: CORRECT: INVENTOR; FROM: CHENG JUN TO: CHENG JUN SHI HEPING JIANG JUN YANG HONGJUN TAO XUN TANG WEI CHEN KAI QIANG HUA CHENG WEN

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Address after: Li Cheng Zhen Ping Ling Xi Lu Liyang city in Jiangsu province Changzhou City, No. 176, 213399

Applicant after: Jiangsu Peace Construction Group Co.,Ltd.

Applicant after: Nantong Textile Vocational Technology College

Applicant after: Cheng Jun

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