CN102758537B - Construction method for timberwork buildings - Google Patents

Construction method for timberwork buildings Download PDF

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Publication number
CN102758537B
CN102758537B CN 201210240245 CN201210240245A CN102758537B CN 102758537 B CN102758537 B CN 102758537B CN 201210240245 CN201210240245 CN 201210240245 CN 201210240245 A CN201210240245 A CN 201210240245A CN 102758537 B CN102758537 B CN 102758537B
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CN
China
Prior art keywords
rafter
timber
pillar
nail
center line
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.)
Expired - Fee Related
Application number
CN 201210240245
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Chinese (zh)
Other versions
CN102758537A (en
Inventor
成军
史和平
姜军
杨洪钧
陶浚
汤玮
陈凯
强骅
程文
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Peace Construction Group Co ltd
Original Assignee
Nantong Textile Vocational Technology College
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Filing date
Publication date
Application filed by Nantong Textile Vocational Technology College filed Critical Nantong Textile Vocational Technology College
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
Anticipated expiration legal-status Critical

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Abstract

The invention discloses a construction method for timberwork buildings. Saffron Pear is selected as the wood, and a software AutoCAD is selected for computer layout. Nodes in a computer drawing aer set out on a tri-ply wood according to a size of 1:1. A tower crane is employed to ensure horizontal transportation and vertical transportation of a large number of members. The wood structure connection is carried out by employing mortise and tenon joint and reinforcement connection of stainless steel connectors. And then square log installation is carried out. 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, affects 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;
(2) processing setting-out: adopt AutoCAD software to carry out the computer setting-out, the node in the computer drawing is pressed the setting-out of 1:1 size to three-ply board;
(3) lifting: adopt tower crane to guarantee a large amount of timber compoment horizontal transports and vertical transport;
(4) wooden construction connects: adopt Tenon and add the mode that stainless steel adapting piece reinforces the connection;
(5) large wood is installed:
Sit in the right seat: install by the position check mark that the timber compoment subscript is write, member is annotated and where is write, and where will be arranged on;
Outside after first, get on, get off, when large wood is installed first the member of the inside install, more from the inside to the outside, first from following member by, more from the bottom to top;
When large 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, check and whether deviation is arranged from the center line phenomenon, treat that equidimension is fully with after designing requirement equates, timber wedge is squeezed in gap between a long thick piece of timber shaped like a square pillar Tenon, made a long thick piece of timber shaped like a square pillar and column combination partial fixing;
after the work of column cap one-tailed test size is completed, hang and just directly pulling out and support works, first pull out just from the tenterloin post, the step post begins, with crowbar or wooden mallet, center line is relative with post base of a pillar stone center line on four sides to make the post root, pulled out the inside, 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, use steel pipe, fastener supports, support and hang and directly carry out simultaneously, first that steel pipe upper end and column cap is firm, then begin messenger wire, follow closely under column cap a long thick piece of timber shaped like a square pillar, on fasten line, sagging plumb bob, make the center line on line aligning column cap, plumb bob vertically arrives post base of a pillar stone 5-8cm place, crooked situation according to pillar, allow steel pipe or advance or move back, make the pillar center line fully parallel with vertical line, pillar is fully perpendicular to horizontal plane, after pillar hangs directly, steel tube fastener is fixed, not mobile as principle to guarantee, the two-way use of steel pipe of supporting, right-angled intersection, steel pipe support is Zhi Haohou all, then carries out the installation of the above timber compoment of column cap,
install frame member, from inside to outside, order is carried out from bottom to top, at the bottom of will making crossbeam during installation, center line is relative with the column cap center line, step purlin before and after installing with steel ruler check and correction size, after first floor roof beam structure dress is neat, upper strata a long thick piece of timber shaped like a square pillar then is installed, after first floor roof beam structure dress is neat, upper strata a long thick piece of timber shaped like a square pillar then is installed, install successively, after every one deck installs, all to check size, inspection has or not and departs from the center line phenomenon, after all large timber compoments are all installed together, reexamine once, check and have or not the askew sudden strain of a muscle inconsistent phenomenon of member, if have immediately adjust, hammer into the gap with timber wedge at last, Tenon is fixed,
after treating that large timber compoment fills together fully, rafter can be installed, roof boarding, in oralia, the fascia board member, at first eave-rafter is installed out, a side at building, two most ends respectively nail on one and go out eave-rafter, the size that goes out eaves will meet designing requirement, hold to the greatest extent at rafter and nail on nail, bracing wire, other goes out the standard of eave-rafter as nail, the line tension, sagging for preventing principal vertical line, the centre is followed closely two again and is gone out eave-rafter, the rafter head nails on nail, choose the stage casing of line, after the line straightening, just can follow closely out eave-rafter, following closely out eave-rafter simultaneously, inner mouthful of wood is placed on out eave-rafter rafter head, after the rafter levelling, in mouthful wooden peg on the rafter head, wait go out eave-rafter nail put complete after, all the other intermediate rafters, crown eaves successively order fix, after rafter nails, just follow closely flying-rafter, first hold to the greatest extent at cornice two and nail on cornice, then nail on nail in the flying-rafter end, bracing wire, for avoiding vertical line, the centre nails on several flying-rafters again, with the line straightening, follow closely again other flying-rafter, treat that flying-rafter all nails, fascia board is installed again, the paving roof boarding.
Easy construction of the present invention, operating efficiency are very high, and construction quality is good, and is effective.
The invention will be further described below in conjunction with embodiment.
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;
(2) processing setting-out: adopt AutoCAD software to carry out the computer setting-out, the node in the computer drawing is pressed the setting-out of 1:1 size to three-ply board;
(3) lifting: adopt tower crane to guarantee a large amount of timber compoment horizontal transports and vertical transport;
(4) wooden construction connects: adopt Tenon and add the mode that stainless steel adapting piece reinforces the connection;
(5) large wood is installed:
Sit in the right seat: install by the position check mark that the timber compoment subscript is write, member is annotated and where is write, and where will be arranged on;
Outside after first, get on, get off, when large wood is installed first the member of the inside install, more from the inside to the outside, first from following member by, more from the bottom to top;
When large 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, check and whether deviation is arranged from the center line phenomenon, treat that equidimension is fully with after designing requirement equates, timber wedge is squeezed in gap between a long thick piece of timber shaped like a square pillar Tenon, made a long thick piece of timber shaped like a square pillar and column combination partial fixing;
after the work of column cap one-tailed test size is completed, hang and just directly pulling out and support works, first pull out just from the tenterloin post, the step post begins, with crowbar or wooden mallet, center line is relative with post base of a pillar stone center line on four sides to make the post root, pulled out the inside, 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, use steel pipe, fastener supports, support and hang and directly carry out simultaneously, first that steel pipe upper end and column cap is firm, then begin messenger wire, follow closely under column cap a long thick piece of timber shaped like a square pillar, on fasten line, sagging plumb bob, make the center line on line aligning column cap, plumb bob vertically arrives post base of a pillar stone 5-8cm place, crooked situation according to pillar, allow steel pipe or advance or move back, make the pillar center line fully parallel with vertical line, pillar is fully perpendicular to horizontal plane, after pillar hangs directly, steel tube fastener is fixed, not mobile as principle to guarantee, the two-way use of steel pipe of supporting, right-angled intersection, steel pipe support is Zhi Haohou all, then carries out the installation of the above timber compoment of column cap,
install frame member, from inside to outside, order is carried out from bottom to top, at the bottom of will making crossbeam during installation, center line is relative with the column cap center line, step purlin before and after installing with steel ruler check and correction size, after first floor roof beam structure dress is neat, upper strata a long thick piece of timber shaped like a square pillar then is installed, after first floor roof beam structure dress is neat, upper strata a long thick piece of timber shaped like a square pillar then is installed, install successively, after every one deck installs, all to check size, inspection has or not and departs from the center line phenomenon, after all large timber compoments are all installed together, reexamine once, check and have or not the askew sudden strain of a muscle inconsistent phenomenon of member, if have immediately adjust, hammer into the gap with timber wedge at last, Tenon is fixed,
after treating that large timber compoment fills together fully, rafter can be installed, roof boarding, in oralia, the fascia board member, at first eave-rafter is installed out, a side at building, two most ends respectively nail on one and go out eave-rafter, the size that goes out eaves will meet designing requirement, hold to the greatest extent at rafter and nail on nail, bracing wire, other goes out the standard of eave-rafter as nail, the line tension, sagging for preventing principal vertical line, the centre is followed closely two again and is gone out eave-rafter, the rafter head nails on nail, choose the stage casing of line, after the line straightening, just can follow closely out eave-rafter, following closely out eave-rafter simultaneously, inner mouthful of wood is placed on out eave-rafter rafter head, after the rafter levelling, in mouthful wooden peg on the rafter head, wait go out eave-rafter nail put complete after, all the other intermediate rafters, crown eaves successively order fix, after rafter nails, just follow closely flying-rafter, first hold to the greatest extent at cornice two and nail on cornice, then nail on nail in the flying-rafter end, bracing wire, for avoiding vertical line, the centre nails on several flying-rafters again, with the line straightening, follow closely again other flying-rafter, treat that flying-rafter all nails, fascia board is installed again, the paving roof boarding.

Claims (1)

1. a timber buildings job practices, comprise 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;
(2) processing setting-out: adopt AutoCAD software to carry out the computer setting-out, the node in the computer drawing is pressed the setting-out of 1:1 size to three-ply board;
(3) lifting: adopt tower crane to guarantee a large amount of timber compoment horizontal transports and vertical transport;
(4) wooden construction connects: adopt Tenon and add the mode that stainless steel adapting piece reinforces the connection;
(5) large wood is installed:
Sit in the right seat: install by the position check mark that the timber compoment subscript is write, member is annotated and where is write, and where will be arranged on;
Outside after first, get on, get off, when large wood is installed first the member of the inside install, more from the inside to the outside, first from following member by, more from the bottom to top;
When large 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, check and whether deviation is arranged from the center line phenomenon, treat that equidimension is fully with after designing requirement equates, timber wedge is squeezed in gap between a long thick piece of timber shaped like a square pillar Tenon, made a long thick piece of timber shaped like a square pillar and column combination partial fixing;
after the work of column cap one-tailed test size is completed, hang and just directly pulling out and support works, first pull out just from the tenterloin post, the step post begins, with crowbar or wooden mallet, center line is relative with post base of a pillar stone center line on four sides to make the post root, pulled out the inside, 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, use steel pipe, fastener supports, support and hang and directly carry out simultaneously, first that steel pipe upper end and column cap is firm, then begin messenger wire, follow closely under column cap a long thick piece of timber shaped like a square pillar, on fasten line, sagging plumb bob, make the center line on line aligning column cap, plumb bob vertically arrives post base of a pillar stone 5-8cm place, crooked situation according to pillar, allow steel pipe or advance or move back, make the pillar center line fully parallel with vertical line, pillar is fully perpendicular to horizontal plane, after pillar hangs directly, steel tube fastener is fixed, not mobile as principle to guarantee, the two-way use of steel pipe of supporting, right-angled intersection, steel pipe support is Zhi Haohou all, then carries out the installation of the above timber compoment of column cap,
install frame member, from inside to outside, order is carried out from bottom to top, at the bottom of will making crossbeam during installation, center line is relative with the column cap center line, step purlin before and after installing with steel ruler check and correction size, after first floor roof beam structure dress is neat, upper strata a long thick piece of timber shaped like a square pillar then is installed, after first floor roof beam structure dress is neat, upper strata a long thick piece of timber shaped like a square pillar then is installed, install successively, after every one deck installs, all to check size, inspection has or not and departs from the center line phenomenon, after all large timber compoments are all installed together, reexamine once, check and have or not the askew sudden strain of a muscle inconsistent phenomenon of member, if have immediately adjust, hammer into the gap with timber wedge at last, Tenon is fixed,
after treating that large timber compoment fills together fully, rafter can be installed, roof boarding, in oralia, the fascia board member, at first eave-rafter is installed out, a side at building, two most ends respectively nail on one and go out eave-rafter, the size that goes out eaves will meet designing requirement, hold to the greatest extent at rafter and nail on nail, bracing wire, other goes out the standard of eave-rafter as nail, the line tension, sagging for preventing principal vertical line, the centre is followed closely two again and is gone out eave-rafter, the rafter head nails on nail, choose the stage casing of line, after the line straightening, just can follow closely out eave-rafter, following closely out eave-rafter simultaneously, inner mouthful of wood is placed on out eave-rafter rafter head, after the rafter levelling, in mouthful wooden peg on the rafter head, wait go out eave-rafter nail put complete after, all the other intermediate rafters, crown eaves successively order fix, after rafter nails, just follow closely flying-rafter, first hold to the greatest extent at cornice two and nail on cornice, then nail on nail in the flying-rafter end, bracing wire, for avoiding vertical line, the centre nails on several flying-rafters again, with the line straightening, follow closely again other flying-rafter, treat that flying-rafter all nails, fascia board is installed again, the paving roof boarding.
CN 201210240245 2012-07-12 2012-07-12 Construction method for timberwork buildings Expired - Fee Related CN102758537B (en)

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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 true CN102758537B (en) 2013-06-19

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103306495B (en) * 2013-06-21 2015-09-09 罗海军 Wooden construction truncated cylinder 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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* 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
JP3581426B2 (en) * 1995-03-20 2004-10-27 田中 正隆 Structural materials and floor and roof structures of wooden buildings and construction methods using them
JPH08260604A (en) * 1995-03-20 1996-10-08 Tanakamasakatsu Kenchiku Sekkei Jimusho:Kk Floor panel connection structure and construction method for woodeen building based on the structure

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C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
ASS Succession or assignment of patent right

Owner name: JIANGSU PEACE CONSTRUCTION GROUP CO., LTD.

Free format text: FORMER OWNER: CHENG JUN

Effective date: 20130510

Owner name: NANTONG TEXTILE PROFESSIONAL TECHNOLOGY COLLEGE CH

Free format text: FORMER OWNER: NANTONG TEXTILE PROFESSIONAL TECHNOLOGY COLLEGE

Effective date: 20130510

C41 Transfer of patent application or patent right or utility model
C53 Correction of patent of invention or patent application
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

Free format text: CORRECT: ADDRESS; FROM: 226300 NANTONG, JIANGSU PROVINCE TO: 213399 CHANGZHOU, JIANGSU PROVINCE

TA01 Transfer of patent application right

Effective date of registration: 20130510

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

Address before: Tongzhou District Xingyuan road Jiangsu city of Nantong province sunshine mansion 226300 Building No. 63 room 2801

Applicant before: Cheng Jun

Applicant before: Nantong Textile Vocational Technology College

C14 Grant of patent or utility model
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CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130619

Termination date: 20210712