CN101725181A - Timberwork building element and installation process thereof - Google Patents
Timberwork building element and installation process thereof Download PDFInfo
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- CN101725181A CN101725181A CN200910216193A CN200910216193A CN101725181A CN 101725181 A CN101725181 A CN 101725181A CN 200910216193 A CN200910216193 A CN 200910216193A CN 200910216193 A CN200910216193 A CN 200910216193A CN 101725181 A CN101725181 A CN 101725181A
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Abstract
The invention relates to a timberwork building element which mainly comprises hollow crossbeams, hollow upright columns, hollow wall plates and hollow floorslabs, and also comprises crossbeam metal connecting pieces, upright column metal connecting pieces and beam-column metal connecting pieces. The building element realizes the standardized design and processing, so that the timber building has the advantages of strong entirety, high structural strength, better earthquake-resistant behavior, low construction cost and convenient installation.
Description
Technical field
The present invention relates to wooden construction and wood mixes the structural building member, especially by the wooden house component of part, the thermal insulation of standardized way design, antidetonation attractive in appearance, new frame mode with and mounting process.
Background technology
Stop to develop nearly more than 20 years timber buildings in China and be in revival phase at present.Timber resources is easy to regeneration, environmental protection; Superiority such as wooden construction thermal insulation, antidetonation attractive in appearance more and more receive the care of architectural design, unit in charge of construction and the concern of consumption market, particularly after the violent earthquake of Wenchuan, Sichuan, timber buildings has become one of first-selected architectural mode of post-disaster reconstruction because of its remarkable anti-seismic performance.But existing timber structural system influences and has delayed the popularization and the development of this architectural mode again because of himself deficiency.Its influence factor key reaction is in the following aspects:
1. making can not part, standardization, so difficultly realize industrialization and industrialization;
2. big, the on-the-spot manual manufacture of installation difficulty is many, and quality can not reliably be guaranteed;
3. must fit up for the second time, the duration is longer;
4. construction cost height.
Summary of the invention
The purpose of this invention is to provide a kind of a kind of wooden frame structure member that adopts standardization member assembled house.
The object of the present invention is achieved like this: a kind of wooden frame structure member, comprise, Wood member: crossbeam, the rectangle column, wallboard, floor, crossbeam is hollow crossbeam, its structure is: by measure-alike left and right side riser and be clipped between the left and right side riser, measure-alike upper and lower clamp bar forms through structure glue is bonding, and the width≤deck-siding of upper and lower clamp bar 1/2,1/4 of the height 〉=deck-molding of upper and lower clamp bar; Column is hollow column, its structure is: by measure-alike left and right side riser and be clipped between the left and right side riser, measure-alike upper and lower clamp bar forms through structure glue is bonding, and 1/2 of the width of upper and lower clamp bar≤rectangle column width, 1/4 of the height of upper and lower clamp bar 〉=rectangle strut length; Wallboard is a hollow wall panel, its structure is: formed by side fascia, inner wall panel and a plurality of tabula bar joggles between inside and outside wallboard, there is T shape tenon at these left and right two ends of tabula bar, and inside and outside wallboard and tabula bar junction have and the suitable tongue-and-groove of tabula bar T shape tenon; Described floor is a cassette ceiling, its structure is: formed by ceiling, floor, building and a plurality of perpendicular parting bead joggle between ceiling and floor, building, should T shape tenon be arranged perpendicular parting bead upper/lower terminal, ceiling and floor, building and perpendicular parting bead joint have and erect the suitable tongue-and-groove of parting bead T shape tenon; Also have as the crossbeam metal connecting piece that injects the crossbeam inner chamber: be made up of the embedded hardwood bar of metal quarter bend, the metal quarter bend is provided with the screw connection and uses the hole; Also have as the column metal connecting piece that inserts the column inner chamber: form by being embedded the hardwood bar in the metal quarter bend, the metal quarter bend is provided with the screw connection and uses the hole; Also has the beam column metal connecting piece: be welded with left side vertical plate, right side riser and rear side riser on the base plate,, be equipped with the screw connection on left and right, rear side riser and the base plate and use the hole on one side the rear side riser flushes with base plate.
Above-mentioned side fascia (3) is provided with waterproof inclined-plane (3a); Also having the section that connects as sheet-pile is
The first kind of wooden connector and the section of shape are
Second kind of wooden connector of shape.
The inner chamber of above-mentioned hollow wall panel and cassette ceiling is filled with heat-insulating and noise-insulating material.
Another object of the present invention provides the mounting process of above-mentioned a kind of wooden frame structure member.
Another object of the present invention is achieved in that a kind of mounting process that adopts the wooden frame structure member, carries out according to the following steps:
1), at first column is pressed code requirement, be installed on the concrete patten of making according to the post network arrangements, notice that each pin deck must remain on the concrete patten of same level, notice that each pin deck must remain on the same horizon, each intercolumnar distance by figure requirements accurately;
2), the beam column metal connecting piece is fixed on the column relevant position with Stainless Steel Self Tapping Screws by the drawing absolute altitude, then the crossbeam from top to down is installed on the beam column metal connecting piece, and fixes, promptly finish log cabin first floor framework and install with Stainless Steel Self Tapping Screws;
3), finish first floor column and the post of second layer column and being connected of intercolumniation, according to the method assembling crossbeam in the 2nd step, promptly finish log cabin second layer framework and install then by column metal connecting piece and Stainless Steel Self Tapping Screws, so repeatedly, by that analogy;
4) get final product the aggregate erection wallboard after, framework installs, wooden connector or second kind of wooden connector are fixed on the relevant position of column according to first kind of installation requirement with Stainless Steel Self Tapping Screws, wooden connector, side fascia and inner wall panel are installed from bottom to top then in order, so repeatedly, by that analogy, finishing body of wall installs;
5), can carry out floor after the wallboard installation installs, earlier wooden connector is fixed on the wallboard with Stainless Steel Self Tapping Screws, smallpox slab-type apartment building floor and the third wooden connector from left to right or from right to left is installed then, so repeatedly, by that analogy, finishing floor installs.
The invention has the beneficial effects as follows: the present invention adopts the post and beam timber structural system, and make each assembly modularization, the standardization of wooden frame structure, and have interchangeability, a shared property, the technology of producing in factory's batch machining reduces its construction cost, because mounting hardness has been simplified in the standardization of each assembly, has shortened construction period, and no longer carry out the second time and fit up, thereby realize the manufactureization of wooden frame structure, installation procedureization, project industrialization.
Description of drawings
Fig. 1 is a crossbeam profile of the present invention;
Fig. 2 is a column profile of the present invention;
Fig. 3 is the cross-section structure of hollow wall panel of the present invention;
Fig. 4 is the cross-section structure of cassette ceiling of the present invention;
Fig. 5, Fig. 5-1 is respectively the front view (sectional drawing) and the left view of crossbeam metal connecting piece of the present invention;
Fig. 6, Fig. 6-1 is respectively the front view (sectional drawing) and the left view of column metal connecting piece of the present invention;
Fig. 7-1, Fig. 7-2, Fig. 7-3 are respectively front view, left view and the vertical views of beam column metal connecting piece of the present invention;
Fig. 8-1, Fig. 8-2 is respectively that section configuration of the present invention is
Shape and
The profile of two kinds of sheet-piles wood connectors;
Fig. 9-1, Fig. 9-2 front view (section) and left view (sectional drawing) that to be respectively crossbeam of the present invention vertically be connected with crossbeam;
Figure 10-1, Figure 10-2 front view (section) and vertical view (sectional drawing) that to be respectively column of the present invention vertically be connected with column;
Figure 11 structure chart that to be crossbeam of the present invention laterally be connected with crossbeam;
Figure 12 is the structure chart that crossbeam of the present invention is connected with column;
Figure 13-1, Figure 13-2, Figure 13-3, Figure 13-4 are respectively four kinds of aggregate erection structure charts of hollow wall panel of the present invention and crossbeam and column;
Figure 14 is the aggregate erection structure chart of cassette ceiling of the present invention and crossbeam and column.
The specific embodiment
Fig. 1～4 illustrate, and Wood member of the present invention mainly contains: crossbeam 1, rectangle column 2, wallboard, floor etc.Crossbeam is hollow crossbeam, its structure is: by measure-alike left and right side riser 1a, 1b and be clipped between the left and right side riser, measure-alike upper and lower clamp bar 1c, 1d form through structure glue is bonding, and 1/2 of width≤deck-siding of upper and lower clamp bar 1c, 1d, 1/4 of the height 〉=deck-molding of upper and lower clamp bar; Column is hollow column, its structure is: by measure-alike left and right side riser 2a, 2b and be clipped between the left and right side riser, measure-alike upper and lower clamp bar 2c, 2d form through structure glue is bonding, and 1/2 of the width of upper and lower clamp bar 2c, 2d≤rectangle column width, 1/4 (among Fig. 2 of the height of upper and lower clamp bar 〉=rectangle strut length, directions X is column width and clamp bar width, and the Y direction is strut length and clamp bar height); Described wallboard is a hollow wall panel, its structure is: formed by side fascia 3, inner wall panel 4 and a plurality of tabula bar 7 joggles between inside and outside wallboard, there is T shape tenon at these left and right two ends of tabula bar, and inside and outside wallboard 4,3 and tabula bar junction have and the suitable tongue-and-groove of tabula bar T shape tenon; Floor is a cassette ceiling, its structure is: formed by ceiling 5, floor, building 6 and a plurality of perpendicular parting bead 7a joggle between ceiling and floor, building, should T shape tenon be arranged perpendicular parting bead upper/lower terminal, ceiling and floor, building and perpendicular parting bead 7a joint have and erect the suitable tongue-and-groove of parting bead T shape tenon; Also have as the crossbeam metal connecting piece 8 that injects the crossbeam inner chamber: 8b forms by the embedded hardwood bar of metal quarter bend 8a, and the metal quarter bend is provided with screw connection hole 8c; Also have as the column metal connecting piece 9 that inserts the column inner chamber: form by being embedded hardwood bar 9b in the square-shaped metal pipe 9a, the metal quarter bend is provided with screw connection hole 9c; Also has beam column metal connecting piece 10: be welded with left side vertical plate, right side riser and rear side riser 10a, 10b, 10c on the base plate 10d,, be equipped with the screw connection on left and right, rear side riser and the base plate and use the hole on one side rear side riser 10c flushes with base plate.Crossbeam metal connecting piece (referring to Fig. 5, Fig. 6).Also have waterproof groove 3b on the side fascia.Side fascia 3 is provided with waterproof inclined-plane 3a; Also having section is
Shape and
Two kinds of sheet-piles wood connectors (i.e. first kind of wooden connector 11 and second kind of wooden connector 12).The inner chamber of hollow wall panel and cassette ceiling is filled with heat-insulating and noise-insulating material.
One, structure design:
1, in order to alleviate the deadweight of beam column, reduce the consumptive material of beam column, convenient transportation and installation are made hollow-core construction with beam column.Principle and China's " Code for design of timber structures " requirement according to structural mechanics, the wall thickness of beam column must be more than or equal to 1/4th wide or high (concrete size and wall thickness should calculate according to the mechanical index of load size and timber and determine) of beam column, the bond strength of used bonding its glue-line of structure glue can not be lower than the shearing-strength of wood along the grain and the tensile strength across the grain of beam column timber, and the durability and the feature of environmental protection of assurance glue, the mode that this hollow-core construction is made has promptly reduced cost of production, increase the ratio of strength to weight of timber as structure material, the bending resistance that has improved beam column under the situation of equal cross dimensions again is (as Fig. 1, Fig. 2);
2, consider the sound-insulating problem of wooden frame structure, the body of wall and the floor of wooden frame structure are designed to exterior wall and inner wall panel and floor and ceiling, connect with wooden connector between two plates, and make and leave enough air layers (cold ground can at heat-insulating and noise-insulating materials such as this space filling glass cottons) between two plates, so both solved the thermal insulation problem of timber building, made things convenient for the laying of pipeline when installing again, the more important thing is the wall of this hollow-core construction, floor and beam column are assembled together, make the globality of wood building stronger, structural strength is higher, anti-seismic performance is better, and construction cost is lower, install more convenient (as Fig. 3. Fig. 4).Side fascia thickness be not less than 20mm, other plate thickness is advisable to be not less than 18mm, air layer is good with 80～100;
Two, production technology:
The member first being processed is carried out timber " fire prevention, anticorrosion, insect protected " three anti-processing earlier, opens material processing by scantling then.
1, by designing requirement beam column is decomposed into four parts (two blocks of side plates, two middle clamp bars.It is different with the stressing conditions size that different beam columns is pressed modulus), through the special-purpose wood structure glue of abrasive brush (evenly brushing), combination back is gone up press and is finalized the design and solidify fully to structure glue, holes then, chamfering, polishing grinding, makees feature of environmental protection paint (can dye as required).Being exposed to outdoor beam column also needs to carry out the processing of waterproof, anticracking, antiultraviolet.It is stand-by to pack warehouse-in respectively by specification at last;
2, wallboard divides side fascia to slot, polish waxing with inner wall panel (its section configuration can be different) respectively by dimensional requirement, makees feature of environmental protection paint (can dye as required), and side fascia must carry out waterproof, anticracking, antiultraviolet processing.It is stand-by to pack warehouse-in respectively by specification at last;
3, floor branch floor and ceiling (material can be different) by dimensional requirement slot respectively, polishing grinding, do environment protection oil paint (can dye as required), the lacquer that is used for the floor, building must be selected the scratch resistant environment-friendly type paint of hardness high abrasion for use.It is stand-by to pack warehouse-in respectively by kind and scale at last;
4, wooden connector, each wall connecting piece in the middle of wall (building) plate is connected by dimensional requirement with floor and slots respectively, and polishing grinding is made feature of environmental protection paint, and the branch specification is packed the warehouse-in use then;
5, aggregate erection connector: according to the prefabricated production of difference in functionality, (Fig. 5, Fig. 6, Fig. 7, Fig. 8);
Three, installation procedure:
Installation procedure mainly is divided into the framework installation, the wallboard floor is installed (carrying out hydroelectric line simultaneously installs), door and window installation:
1, framework is installed (assembling): erection sequence from top to bottom, by the related request in " Code for design of timber structures ", anchoring pin on the concrete basis of having made (comprises all figure that start with Fig. 9, as Fig. 9-1, Fig. 9-2 etc. by Fig. 9 then.Down with), Figure 10, Figure 11, Figure 12 carry out frame combination and install, do roofing at last to cut off the water supply;
2, press Figure 13 aggregate erection wallboard from the bottom up, and in this process, hydroelectric line is laid in the space between two plates by standard;
3,, and in this process, hydroelectric line is laid in the space between two plates by standard by Figure 14 aggregate erection floor (can select as required) from going up down or assembling from top to down;
4, door and window is installed slightly.
The installation procedure general introduction:
1, at first rectangle column 2 is pressed code requirement, be installed on the concrete patten of making according to the post network arrangements, notice that each pin deck must remain on the concrete patten of same level, notice that each pin deck must remain on the same horizon, each intercolumnar distance is accurate by the figure requirement;
2, beam column metal connecting piece 10 is fixed on the column relevant position with the stainless steel fin neck bolt by the drawing absolute altitude, then crossbeam 1 from top to down is installed on the beam column metal connecting piece, and fixing with Stainless Steel Self Tapping Screws 13, promptly finish log cabin first floor framework (being undertaken by Fig. 9, Figure 10 when Liang Yuliang connects) is installed;
3, finish first floor column and the post of second layer column and being connected of intercolumniation by column metal connecting piece and Stainless Steel Self Tapping Screws, according to the method assembling crossbeam in the 2nd step, promptly finish log cabin second layer framework and install, so repeatedly then, by that analogy, pure timber buildings must not be above three layers;
4, get final product the aggregate erection wallboard after framework installs, according to installation requirement first kind of wooden connector 11 or second kind of wooden connector 12 usefulness Stainless Steel Self Tapping Screws are fixed on the relevant position of column, tabula bar 7 (being the third wooden connector), side fascia and inner wall panel are installed from bottom to top then in order; So repeatedly, by that analogy, finish body of wall and install;
5, can carry out floor after the wallboard installation installs, earlier wooden connector (promptly perpendicular parting bead 7a) is fixed on the wallboard with Stainless Steel Self Tapping Screws, ceiling (be used for Stainless Steel Self Tapping Screws ceiling is fixed on crossbeam), floor, building and the third connector from left to right or from right to left are installed then, so repeatedly, by that analogy, finishing floor installs.
Claims (4)
1. wooden frame structure member, comprise, Wood member: crossbeam, the rectangle column, wallboard, floor, it is characterized in that: described crossbeam is hollow crossbeam, its structure is: by measure-alike left and right side riser (1a, 1b) and be clipped between the left and right side riser, measure-alike upper and lower clamp bar (1c, 1d) forms through structure glue is bonding, and the width≤deck-siding of upper and lower clamp bar (1c, 1d) 1/2,1/4 of the height 〉=deck-molding of upper and lower clamp bar; Described column is hollow column, its structure is: by measure-alike left and right side riser (2a, 2b) and be clipped between the left and right side riser, measure-alike upper and lower clamp bar (2c, 2d) forms through structure glue is bonding, and 1/2 of the width of upper and lower clamp bar (2c, 2d)≤rectangle column width, 1/4 of the height of upper and lower clamp bar 〉=rectangle strut length; Described wallboard is a hollow wall panel, its structure is: formed by side fascia (3), inner wall panel (4) and a plurality of tabula bars (7) joggle between inside and outside wallboard, there is T shape tenon at these left and right two ends of tabula bar, and inside and outside wallboard (4,3) has and the suitable tongue-and-groove of tabula bar T shape tenon with tabula bar junction; Described floor is a cassette ceiling, its structure is: formed by ceiling (5), floor, building (6) and a plurality of perpendicular parting bead (7a) joggle between ceiling and floor, building, should T shape tenon be arranged perpendicular parting bead upper/lower terminal, ceiling and floor, building and perpendicular parting bead (7a) joint have and erect the suitable tongue-and-groove of parting bead T shape tenon; Also have as the crossbeam metal connecting piece (8) that injects the crossbeam inner chamber: be made up of the embedded hardwood bar of metal quarter bend (8a) (8b), the metal quarter bend is provided with screw and connects with hole (8c); Also have as the column metal connecting piece that inserts the column inner chamber: form by being embedded hardwood bar (9b) in the square-shaped metal pipe (9a), the metal quarter bend is provided with screw and connects with hole (9c); Also has beam column metal connecting piece (10): be welded with left side vertical plate, right side riser and rear side riser (10a, 10b, 10c) on the base plate (10d), rear side riser (10c) flushes on one side with base plate, is equipped with screw on left and right, rear side riser and the base plate and connects and use the hole.
2. according to the described a kind of wooden frame structure member of claim 1, it is characterized in that: described side fascia (3) is provided with waterproof inclined-plane (3a); Also having the section that connects as sheet-pile is
The first kind of wooden connector and the section of shape are
Second kind of wooden connector of shape.
3. according to claim 1 or 2 described a kind of wooden frame structure members, it is characterized in that: the inner chamber of described hollow wall panel and cassette ceiling is filled with heat-insulating and noise-insulating material.
4. the mounting process of an a kind of according to claim 1 wooden frame structure member of employing is characterized in that: carry out according to the following steps:
1), at first column (2) is pressed code requirement, be installed on the concrete patten of making according to the post network arrangements, notice that each pin deck must remain on the concrete patten of same level, notice that each pin deck must remain on the same horizon, each intercolumnar distance is accurate by the figure requirement;
2), beam column metal connecting piece (10) is fixed on the column relevant position with Stainless Steel Self Tapping Screws (13) by the drawing absolute altitude, then crossbeam (1) from top to down is installed on the beam column metal connecting piece, and fixing with Stainless Steel Self Tapping Screws (13), promptly finish log cabin first floor framework and install;
3), finish first floor column and the post of second layer column and being connected of intercolumniation, according to the method assembling crossbeam in the 2nd step, promptly finish log cabin second layer framework and install then by column metal connecting piece and Stainless Steel Self Tapping Screws, so repeatedly, by that analogy;
4) get final product the aggregate erection wallboard after, framework installs, first kind of wooden connector (11) or second kind of wooden connector (12) are fixed on the relevant position of column according to installation requirement with Stainless Steel Self Tapping Screws, tabula bar, side fascia and inner wall panel are installed from bottom to top then in order, so repeatedly, by that analogy, finishing body of wall installs;
5), can carry out floor after the wallboard installation installs, to erect parting bead earlier and be fixed on the wallboard, smallpox slab-type apartment building floor and the third wooden connector from left to right or from right to left will be installed then, so repeatedly with Stainless Steel Self Tapping Screws, by that analogy, finishing floor installs.
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| CN2009102161933A CN101725181B (en) | 2009-11-11 | 2009-11-11 | Timberwork building element and installation process thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN2009102161933A CN101725181B (en) | 2009-11-11 | 2009-11-11 | Timberwork building element and installation process thereof |
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| CN101725181A true CN101725181A (en) | 2010-06-09 |
| CN101725181B CN101725181B (en) | 2011-05-11 |
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Cited By (9)
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| CN102251677A (en) * | 2011-04-27 | 2011-11-23 | 武汉万福兴科技有限公司 | Method for manufacturing shockproof wooden house |
| CN102261142A (en) * | 2011-04-29 | 2011-11-30 | 张万和 | Wooden composite wall body and manufacturing method thereof |
| CN104805931A (en) * | 2015-05-04 | 2015-07-29 | 李�学 | Integrated assembled house building wall body and assembling method |
| CN104805937A (en) * | 2015-05-04 | 2015-07-29 | 李�学 | Wall gridding structure and gridding method of building integrated and assembled wall |
| CN105220910A (en) * | 2014-06-26 | 2016-01-06 | 江苏神东木屋发展股份有限公司 | A kind of wooden structures factory building and manufacture method thereof and application |
| CN105239799A (en) * | 2015-11-20 | 2016-01-13 | 盐城工学院 | Prefabricated culture gallery device |
| CN106049669A (en) * | 2016-07-15 | 2016-10-26 | 王玉辉 | Assembly type wood structure house wall and floor grating connecting joint and construction method |
| CN108316465A (en) * | 2018-02-06 | 2018-07-24 | 上海瀚太钢膜结构建筑有限公司 | Timber structure modularization energy efficient building |
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| CN2493678Y (en) * | 2001-07-17 | 2002-05-29 | 徐国堂 | Wooden room wall assembling structure |
| CN2635774Y (en) * | 2002-04-29 | 2004-08-25 | 陈力 | Wooden block embedded room and embedding wooden block |
| EP1960611B1 (en) * | 2005-12-13 | 2009-03-18 | Junker Holding GmbH | Wooden building element for constructing the walls of a building |
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| CN102251677A (en) * | 2011-04-27 | 2011-11-23 | 武汉万福兴科技有限公司 | Method for manufacturing shockproof wooden house |
| CN102261142A (en) * | 2011-04-29 | 2011-11-30 | 张万和 | Wooden composite wall body and manufacturing method thereof |
| CN105220910A (en) * | 2014-06-26 | 2016-01-06 | 江苏神东木屋发展股份有限公司 | A kind of wooden structures factory building and manufacture method thereof and application |
| CN104805931A (en) * | 2015-05-04 | 2015-07-29 | 李�学 | Integrated assembled house building wall body and assembling method |
| CN104805937A (en) * | 2015-05-04 | 2015-07-29 | 李�学 | Wall gridding structure and gridding method of building integrated and assembled wall |
| CN105239799A (en) * | 2015-11-20 | 2016-01-13 | 盐城工学院 | Prefabricated culture gallery device |
| CN106049669A (en) * | 2016-07-15 | 2016-10-26 | 王玉辉 | Assembly type wood structure house wall and floor grating connecting joint and construction method |
| CN106049669B (en) * | 2016-07-15 | 2018-04-06 | 王玉辉 | Assembled wooden frame structure wall and flooring grid connecting node and construction method |
| CN108316465A (en) * | 2018-02-06 | 2018-07-24 | 上海瀚太钢膜结构建筑有限公司 | Timber structure modularization energy efficient building |
| CN108316465B (en) * | 2018-02-06 | 2020-12-18 | 上海瀚太钢膜结构建筑有限公司 | Wood structure modular energy-saving building |
| CN110130479A (en) * | 2019-05-15 | 2019-08-16 | 南京林业大学 | A kind of Novel steel wood/combination assembled structural system of bamboo |
| CN110130479B (en) * | 2019-05-15 | 2023-12-01 | 南京林业大学 | Novel steel wood/bamboo combined assembled structural system |
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