CN202031172U - Wooden building - Google Patents
Wooden building Download PDFInfo
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- CN202031172U CN202031172U CN2010206989611U CN201020698961U CN202031172U CN 202031172 U CN202031172 U CN 202031172U CN 2010206989611 U CN2010206989611 U CN 2010206989611U CN 201020698961 U CN201020698961 U CN 201020698961U CN 202031172 U CN202031172 U CN 202031172U
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- Prior art keywords
- pillar
- wooden buildings
- metalwork
- post
- jointing metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B2001/2696—Shear bracing
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a wooden building. In the wooden building (1), pillars (12) and beams (14) are jointed through beam support metal pieces (2A); and ends of the beams (14) are provided with embedded grooves (151) corresponding to the beam support metal pieces (2A). In the process of joint, first the beam support metal pieces (2A) are jointed to side surfaces of the pillars (12), then the beams (14) are abutted against the pillars (12) by inserting supporting pieces (23) of the beam support metal pieces (2A) into the embedded grooves (151), and the beams (14) and the pillars (12) are jointed by using punch pins (101) and bolts (102), thus the beams (14) and the pillars (12) are firmly integrated by the beam support metal pieces (2A). The utility mode provides the wooden building with higher strength and design freedom.
Description
Technical field
The utility model relates to wooden buildings.The utility model is particularly related to the skeleton structure of wooden buildings.
Background technology
As the representative construction method of wooden buildings such as wooden dwelling house is known wooden skeleton construction method, framework assembled wall construction method (2 * 4 sheet material construction method) arranged.Wooden skeleton construction method is extensively known as traditional construction method (original construction method) of Japan.In this wooden skeleton construction method, set up the timber of skeleton parts such as constituting pillar, joist, roof beam and girder, enhancing materials such as inclined strut, wall material etc. are fixed in skeleton part form wooden buildings.In addition, framework assembled wall construction method is for for example to have the construction method of frame material in 2 inches * 4 inches parts cross section.In framework assembled wall construction method, based on the wall body of on the frame material, having assembled plane materiels such as laminate etc., utilize nail fixedly to set up, form wooden buildings thus.
In existing wooden skeleton construction method, need special interface or joint construction when engaging, so require senior craftsman or technical ability owing to timber.Therefore, in existing wooden skeleton construction method, can not tackle the construction goods and materials of wooden buildings normalization, technical ability standardization, construction rapidly, requirement such as easiness.In addition, the rigidity of the horizontal structure face of load level power is little in wooden skeleton construction method.Therefore, in building, be difficult to be provided with roomy large spaces such as living space, need as one man dispose a plurality of pillars with room layout.Therefore, the configuration degree of freedom of the room layout of existing wooden skeleton construction method, peristome is low, also is difficult to change the room layout consistent with life cycle.
On the other hand, in framework assembled wall construction method, realize the summary of work in the mode that also can construct even without special expertise.But, owing to utilize the walled sheet be arranged at framework to keep being applied to the horizontal force of skeleton, thus on building, be difficult to be provided with big peristome, because of the parts cross section of facing the blast direction little, so have this problem points of intensity that is difficult to obtain needs.In addition, framework assembled wall construction method constitutes by making material because of component parts, so when the material of component parts is longer, the possibility height that produce bending, reverses.In addition, use, make the texture of material own, design is poor, also have to be difficult to show this problem points of feeling of high class even component parts displayed as the fine finishining material.
In addition, in recent years, exist to require use the large space that does not have wall and pillar, improve livability, loosen sense, design freedom, and the trend of purposes compliance etc. as the living space.But, when adopting above-mentioned existing each construction method to design large space,, need to enlarge the parts cross section of beam along with the length of support increase of beam.But, enlarge and to make the deadweight of beam increase owing to resulting from the parts cross section of beam, thus according to restrictions such as the deflection of beam and drags, length of support that can restraint beam from.Therefore, the situation that in existing each construction method, has difficult design large space.
The utility model content
Its purpose of the utility model is, the wooden buildings that intensity is higher, be rich in design freedom is provided, the wooden buildings that replaces existing wooden skeleton construction method, framework assembled wall construction method to build.Specifically, its purpose of the utility model is, the new spec of the skeleton part by wooden buildings is provided, construction rationalizes the junction surface, and then realizes the operation high efficiency, and improves application property, realizes not relying on the construction method of special expertise, in addition, the degree of freedom height of room layout, peristome configuration also is suitable for large space, emphasizes the high spatial design of design of the intensity that timber has, the wooden buildings that heat-proof quality and scavenging performance are also excellent.
Be used to realize that the utility model of above-mentioned purpose is a prerequisite with the wooden buildings that possesses the skeleton main body that comprises pillar and beam.And, in the utility model, for this wooden buildings, it is configured to, with post break-through form (post Wins Chi, the not interrupted break-through form of post) the post beam junction surface of Gou Chenging is by the beam support metalwork and the pin part bonding of steel, and described beam support metalwork has the supporting pieces of the end that is inserted into described beam, and the supporting pieces ground that described pin parts connect described beam and are inserted into this beam is provided with.Thus, beam is integrated securely with respect to pillar, constitutes the skeleton of wooden buildings.
In addition, the utility model is characterized in that, in possessing the skeleton main body wooden buildings that comprises pillar and beam, with beam break-through form (beam Wins Chi, the not interrupted break-through form of beam) the post beam junction surface of Gou Chenging is engaged by the jointing metal spare of steel and the pin parts of this jointing metal spare of perforation, and described jointing metal spare is plumage daughter board (a kind of plate of rectangle band handle) shape ground in conjunction with pipe portion with through hole and the board with through hole.Thus, can form the post beam junction surface that the simple processing that utilizes the coupled columns beam need to have guaranteed intensity.
In the wooden buildings of described formation, preferred its is configured to, described jointing metal spare possesses board at an end of described pipe portion, possesses lapping portion at the other end, found lower floor's pillar and the upper strata pillar established engages via two described jointing metal spares with clipping described beam, the pipe portion of described jointing metal spare is disposed on the beam, and board is disposed on the post leg, described lapping portion is overlapped and jointing metal spare combination that will be up and down.Thus, can strengthen the drag of the direction of rotation at post beam junction surface, formation makes the junction surface become the firm rigid frame of positive engagement.
In addition, the utility model is characterized in that, in the wooden buildings that possesses the skeleton main body that comprises pillar and beam, it is configured to, beam junction surface is to each other engaged by beam support metalwork, pin parts and the duct member of steel, described beam support metalwork has the supporting pieces that is inserted into a beam, and combines with the duct member that is embedded in another beam, connect two beams, be inserted into the supporting slice of a beam and be embedded in another beam pipe portion set a plurality of pin parts.Thus, the end of beam is integrated securely each other, constitutes the skeleton of wooden buildings.
In addition, preferred its is configured in the wooden buildings of described formation, and post shank and basis or post shank and lower floor's beam engage via the post leg metalwork of steel.Thus, the pillar of wooden buildings can be kept enough drawing drag ground to engage, form the joint construction that possesses high-intensity post shank with basis or beam.
In addition, preferred its is configured in described wooden buildings, and the junction surface of roof truss engages via the purlin supporting metalwork of the steel with tenon portion.Thus, can keep enough intensity, can reasonably construct design at the junction surface of roof truss.
In addition, in the wooden buildings of described formation, it is characterized in that it is configured to, make up at least more than one rigid frame and construct main skeleton main body that above-mentioned rigid frame forms pillar and beam with beam break-through form joint.In addition, also can be that two layers of described rigid frames are with on base long-pending structure in skeleton main body described in the described wooden buildings.Thus, can reasonably guarantee to construct the main body whole rigidity of situation with the building more than two layers.
In the wooden buildings of described formation, preferably the post beam junction surface that constitutes with beam break-through form disposes with two one group ground by the mode of described jointing metal spare with the material direction of principal axis parallel spaced apart of beam, and carries out positive engagement.Unidirectional rigid-framed structure face that the structural plane that is made of pillar and beam can be had thus, horizontal drag as the material direction of principal axis at beam.
In addition, preferred its is configured in the wooden buildings of described formation, possesses the drag wall, and this drag wall has been fixed the structure plane materiel on the single face or the two sides of described skeleton main body with nail.In addition, this drag wall also can for the single face of the skeleton assembled at framework or two sides with the wall body of nail fixture construction with plane materiel and panelization.Thus, can design the antidetonation key element of the skeleton main body of wooden buildings.
In addition, preferred its is configured in the wooden buildings of described formation, is provided with the peristome that spreads all over the height more than two layers on the outer wall of facing with vertical shaft, at the upright wind-resistant column that is made of laminated timber that is provided with of this peristome.
In addition, preferred its is configured in the wooden buildings of described formation, and the horizontal structure face is via being welded with the angle brace main body of bolt axial region at the two ends of steel hollow pole body and engage with its two ends and angle brace that the fixture of nut connection combines strengthens.Thus, the horizontal structure mask has the antidetonation and the rated wind velocity of regulation, can improve the intensity of wooden buildings.
In addition, preferred its structure is in the wooden buildings of described formation, be formed at beam through hole around by the flat enhancing metalwork that is cut into U word shape or be cut into circular flat enhancing metalwork and strengthen.Thus, can strengthen the intensity of the beam that is provided with through hole, the sectional dimension that does not need to enlarge beam can improve design freedom, economy to more than the needs.
According to the utility model, the junction surface of the skeleton part of wooden buildings is rationalized, realize operating efficiency, and the raising of application property.Therefore, can realize not relying on the construction method of special expertise, in addition, also can improve the room layout of building, the degree of freedom of peristome configuration, form large space.In addition, the high space of design of the intensity of emphasizing that timber has be can form, and heat-proof quality and the also excellent wooden buildings of scavenging performance built.
Description of drawings
Figure 1A is the stereogram of skeleton structure of the wooden buildings of an expression embodiment of the present utility model, and Figure 1B is the key diagram of other example of the roof truss of the above-mentioned wooden buildings of expression;
Fig. 2 is the exploded perspective view of an example at the post beam junction surface of the above-mentioned wooden buildings of expression;
Fig. 3 is the exploded perspective view of other example at the post beam junction surface of the above-mentioned wooden buildings of expression;
Fig. 4 is the front view that is illustrated in an example of the jointing metal spare that is used for the post beam junction surface that constitutes with beam break-through form in the above-mentioned wooden buildings;
Fig. 5 is the side view that partly cut-away represents to use the post beam junction surface of jointing metal spare shown in Figure 4;
Fig. 6 A and Fig. 6 B represent the other example of above-mentioned jointing metal spare, and Fig. 6 A is the front view of jointing metal spare, and Fig. 6 B is the longitudinal plan of the jointing metal spare of Fig. 6 A;
Fig. 7 represents the front view of example of other other of above-mentioned jointing metal spare;
Fig. 8 A and Fig. 8 B represent to use the post beam junction surface of jointing metal spare shown in Figure 7, and Fig. 8 A is the side view that partly cut-away represents the junction surface, and Fig. 8 B is a sectional drawing;
Fig. 9 represents the other example of above-mentioned jointing metal spare, and partly cut-away represents the side view at post beam junction surface;
Figure 10 A is the side view at the post beam junction surface of partly cut-away's use jointing metal spare of representing described wooden buildings, and Figure 10 B is the vertical view that partly cut-away represents this junction surface;
Figure 11 is the front view of the rigid-framed structure of embodiment;
Figure 12 is the front view at the post beam junction surface of expression Figure 11;
Figure 13 represents the other mode of above-mentioned rigid-framed structure, is the front view at this post beam junction surface;
Figure 14 is a stereogram of schematically representing the laminated timber rigid-framed structure of wooden buildings of the present utility model;
Figure 15 is the pillar of the above-mentioned wooden buildings of expression and the exploded perspective view at the junction surface on basis;
Figure 16 is the pillar of the above-mentioned wooden buildings of expression and the exploded perspective view of the other example at the junction surface on basis;
Figure 17 is the example at junction surface of the roof truss of above-mentioned wooden buildings, represents the side view at junction surface for partly cut-away;
Figure 18 is the stereogram of an example that expression is arranged at the angle brace of above-mentioned wooden buildings;
Figure 19 is the vertical view of other example that expression is arranged at the angle brace of above-mentioned wooden buildings;
Figure 20 is the key diagram at the junction surface of expression joist of above-mentioned wooden buildings and joist;
Figure 21 A and Figure 21 B are the stereograms of example of the enhancing metalwork of the expression beam that is arranged on above-mentioned wooden buildings;
Figure 22 is the front view of an example that expression is arranged at the drag wall of above-mentioned wooden buildings;
Figure 23 is the stereogram of an example that expression is arranged at the drag Wall board of described wooden buildings;
Figure 24 A is the front view of surface structure that expression is arranged at the interval drag wall of above-mentioned wooden buildings, and Figure 24 B represents the stereogram of an example of the drag panel of drag wall at interval;
Figure 25 is the facade schematic drawing of an example of the outward appearance of the above-mentioned wooden buildings of expression;
Figure 26 is the exploded perspective view of skeleton structure of seeing the vertical shaft peristome of above-mentioned wooden buildings from the room outside.
The specific embodiment
Below, describe with reference to the wooden buildings of accompanying drawing embodiment of the present utility model.
Figure 1A is the stereogram of skeleton structure of the wooden buildings of an expression embodiment of the present utility model, and Figure 1B is the key diagram of other example of the roof truss of this wooden buildings of expression.In addition, in order to be easy to observe the situation of the inside of wooden buildings 1 among Figure 1A, so the inclined plane of diagram roof truss omission clamping ridge wood 194 is one-sided.
In wooden buildings 1, use suitable jointing metal sheet to form the junction surface respectively to the various parts that constitute skeleton.Below, to the component parts of wooden buildings 1 of the present utility model and jointing metal spare etc., illustrate the skeleton structure of the wooden buildings 1 shown in Figure 1A.
-post beam junction surface-
At first, vertically material and the junction surface of horizontal materials such as beam 14, intercolumniation binder 144 and the jointing metal spare that is used to engage describe to the through post 121 of wooden buildings 1, column 123 etc.In addition, the parts that engage via the beam support metalwork that the following describes, jointing metal spare are not limited to illustrative vertical material and horizontal material, for example, pillar 12 comprises through post 121, column 123, pilaster 125, other vertical material, in addition, beam 14 comprises joist 141, intercolumniation binder 144, joist 143, other horizontal material.
(beam support metalwork A) (with reference to Fig. 2)
Fig. 2 is the decomposition Li Bentu of an example of expression post beam joint.
At first, describe being used for the steel jointing metal spare of post beam junction surface under the situation of the end face (post break-through form joint) of the engage sides beam 14 of pillar 12.Post break-through form engages the junction surface of horizontal materials such as being formed at joist 141, intercolumniation binder 144 and vertical material such as through post 121 or column 123.The junction surface that this post break-through form engages is with beam support metalwork 2A, abatement 101 and bolt 102 combined engagement.
Beam support metalwork 2A crooked metal sheet and forming.As shown in Figure 2, beam support metalwork 2A has the backboard 21 of the side of being fixed in pillar 12 (or through post 121), the tabular supporting pieces 23,23 of this backboard 21 to extend with the mode of pillar 12 quadratures certainly.
Supporting pieces 23,23 is arranged at width two ora terminalis of backboard 21 respectively.The last ora terminalis of each supporting pieces 23 has to the crooked shape in the front end below of supporting pieces 23.Each supporting pieces 23 possesses the slotted eye 231 of offering the slotted hole shape that Open Side Down just extends at last ora terminalis in the position by its front end.In addition, arrange a plurality of circular pin holes 232 at leading section along short transverse by supporting pieces 23.
In addition, beam 14 possesses a plurality of pin-and-holes 153 in the side.These pin-and-holes 153 are formed at the position corresponding with each pin-and-hole 232 of beam support metalwork 2A.The pin-and-hole 153 of beam 14 forms with the length that surpasses second embedded groove 151 from a side at least in the end that roughly is divided into three parts beam 14.In addition, the width of through beam 14 is equipped with bolt 102 above these pin-and-holes 153.
The pin-and-hole 153... of abatement 101 relative beams 14 is pressed into from a side along continuous straight runs of beam 14.In addition, write off the supporting pieces 23 of 101 through beams supportings metalwork 2A, have roughly length corresponding to the pin-and-hole 153 of beam 14.That is, write off 101 respectively nail advance the pin-and-hole 153 of beam 14, with inner end (at the bottom of the hole) butt of front end and pin-and-hole 153..., and cardinal extremity forms from the mode that each openend of pin-and-hole 153... enters some inside when being pressed into.Writing off 101 outer peripheral faces at base end side carries out annular knurl processing and has jog.
Interface architecture
Below, the joint method that uses the beam support metalwork 2A that constitutes as mentioned above and write off post beam junction surfaces such as 101 is described.
At first, assigned position configuration beam support metalwork 2A in the side of pillar 12, the axial region of bolt 102 is inserted the bolt hole that feeds pillar 12 from the bolt hole of beam support metalwork 2A, nut thread is connected in leading section, beam support metalwork 2A is fixed in the side of beam 14 via packing ring.At this moment, the leading section of bolt 102 and nut is accommodated in the not shown hole that is arranged at pillar 12, is not exposed to the outside.Therefore, can not destroy the exterior design design of the periphery at post beam junction surface, in addition, the also joint of not overslaugh and other Liang Cai etc.
Then, the embedded groove 151 of beam 14 and beam support metalwork 2A are engaged.At this moment, make the bolt 102 that is installed on earlier on the beam 14 slip into the slotted eye 231 and the engaging of each supporting pieces 23 of beam support metalwork 2A.Thus, easily make beam 14 be positioned the bonding station of the upper end of pillar 12, and can keep.In addition, the pin-and-hole 153 at beam 14 hammers into abatement 101.Thus, beam 14 can be fixed on the pillar 12 easily and promptly.At this moment, abatement 101 hammers into the pin-and-hole 153 of beam 14 fully, and the cardinal extremity that becomes abatement 101 thus enters the state of some inside from the openend of pin-and-hole 153.Thus, abatement 101 is hidden in the pin-and-hole 153 of beam 14.
Thus, use beam support metalwork 2A that beam 14 and pillar 12 is integrated securely, constitute the skeleton of wooden buildings 1.Beam support metalwork 2A is hidden in the inside of beam 14, is not exposed to the outside.Therefore, post beam junction surface is used beam support metalwork 2A to take in better and is become high-intensity junction surface.In addition, the pillar 12 of the pillar 12 on upper strata and lower floor engages via jointing metal spare 3 described later.
(beam support metalwork B) (with reference to Fig. 3)
Fig. 3 is the exploded perspective view of the other example at expression post beam junction surface.Fig. 3 represents to make the situation (pillar of rigid frame and the junction surface of beam) of the pillar 12 of flat cross section at vertical fished beam 14 in its cross section.
Beam support metalwork 2B shown in Figure 3 is the distortion of above-mentioned beam support metalwork 2A, and is fixing by tenon parts 25, abatement 101 and bolt 102 etc.
Its characteristic point of this beam support metalwork 2B is, possesses to be used for beam support metalwork 2B is fixed on tenon parts 25 on the pillar 12.Tenon parts 25 possess: nut portions 251, this nut portions 251 have with the pin thread screw thread of bolt 102 twists the negative thread that closes; Be loaded on the tube portion 252 of this nut portions 251 outward.Nut portions 251 is only to be contained in an end of a portion 252 in the outstanding mode of tube portion 252, and it is integrated to utilize welding to wait with tube portion 252.Tube portion 252 possesses pin-and-hole 253 with the direction of axle center quadrature at the opposite side with nut portions 251.
Interface architecture
Use the pillar 12 of this beam support metalwork 2B and the joint of beam 14 to be undertaken by following order.At first, form in the side of pillar 12 mortise 137 that will insert tenon parts 25, be used for inserting embedding and write off 101 etc. pin-and-hole 133.Insert tenon parts 2560 in mortise 137, thereafter, intercalation abatement 101 etc. pin-and-hole 133 in is installed in tenon parts 25 earlier in the pillar 12.
Form the embedded groove 151 consistent in the end of beam 14 and be used for the pin-and-hole 153 of intercalation abatement 101 etc. with the shape of beam support metalwork 2B.Beam support metalwork 2B and the side butt that the pillar 12 of tenon parts 25 has been installed earlier are between two supporting pieces 23 bolt 102 being inserted the bolt hole 211 of backboard 21, with nut portions 251 thread connection of tenon parts 25.Thus, beam support metalwork 2B is fixed on the pillar 12.
Then, the supporting pieces 23 of beam support metalwork 2B is inserted the embedded groove 151 of beams 14, write off 101 etc., link beam support metalwork 2B and beam 14 from the side intercalation of beam 14.
Utilize such beam support metalwork 2A, 2B (below, general name beam support metalwork 2) not to need to carry out processing such as joint, joint at the junction surface of pillar, beam, laborsaving and can form high-intensity junction surface.That is, these beam support metalworks 2 differ widely with the enhancing metalwork of existing wooden skeleton construction method, do not construct the cross section of material and owe to decrease, and also having does not need to install other advantages such as metalwork such as plumage daughter board metalwork.In addition, structure is first mounting rail supporting metalwork 2 on the material, and field operation can only carry out insertion operation that horizontal material inserts beam support metalwork 2, write off 101 etc. the operation that hammers into, so construction is extremely simple, can reduce instrument, and field operation is oversimplified.In addition, beam support metalwork 2 not only can suitably be used for above-mentioned this post beam junction surface, also can be used for the junction surface of various vertical materials and horizontal material.
(jointing metal spare A) (with reference to Fig. 4, Fig. 5)
Below, in post beam junction surface with respect to the preferential mode of the continuity of pillar 12, beam 14 with the end face of pillar 12 with above the beam 14 or below engage the jointing metal spare that uses in the situation of (beam break-through form joint) and describe.Beam break-through form junction surface is formed at the horizontal material with intercolumniation bitt 144 and joist 141, and column 123, studding 126 etc. are the junction surface of material vertically, setting in having two-layer above wooden buildings 1.
Fig. 4 is the front view of an example of the expression jointing metal spare that is used for the post beam junction surface that constitutes with beam break-through form.
Jointing metal spare 3A is the metalwork with steel of pipe portion 31 and board 33.
Be formed with the through hole 311,323 that abatement or bolt are used on pipe portion 31 and the board 33 respectively.The through hole 311 that is arranged at pipe portion 31 connects to same direction with the through hole 332 that is arranged at board 33 and forms.
In this jointing metal spare 3A, the size of board 33 serve as substantially with the roughly square of the size corresponding with the width of the pillar 12 that engages, and increases its width formation of contracting according to the quantity of the through hole that is arranged at board 33.In addition, the length of pipe portion 31, the number that is arranged at the through hole of board 33 and pipe portion 33 are preferably suitably set according to desired drawing drag.
Interface architecture
Fig. 5 is the side view at the junction surface of partly cut-away's post beam of representing to use jointing metal spare shown in Figure 4.
The jointing metal spare 3A of above-mentioned formation can be used for post beam junction surface for example shown in Figure 5.In illustrative mode, the board 33 of jointing metal spare 3A embeds respectively in the otch 135 that is formed at column cap and post leg, will write off 101 from the side of pillar 12 and insert in each through hole 332 and pillar 12 bindings.In addition, the pipe portion 31 of jointing metal spare 3A embeds respectively in the mortise 155 that is formed at beam 14, will write off 101 from the side of beam 14 and insert through hole 132 and beam 14 bindings.At this moment, pipe portion 31 and mortise 155 can not interfered, and can successfully embed, and guarantee the intensity that jointing metal spare 1 needs, so can realize satisfying the structure of the strength character at junction surface.
In addition, by this jointing metal spare 3A being used for the junction surface of post beam, the degree of depth of otch 135 that is formed at the end face of pillar 12 can be made as and the strut width equal extent or the degree of depth more than it.Thus, carry out the processing of otch 135, can carry out this processing operation easy as can with the annular saw of minor diameter.In addition, even otch 135 is the degree of depth of this degree, the size by suitably designing jointing metal spare 3A, and configurations such as bolt, abatement etc. can be guaranteed enough bond strengths, stickiness in the practicality.
(jointing metal spare B) (with reference to Fig. 6 A, Fig. 6 B, Fig. 7)
Fig. 6 A and Fig. 6 B represent to be used for the other example of the jointing metal spare at the post beam junction surface that constitutes with beam break-through form, and Fig. 6 A is the front view of jointing metal spare, and Fig. 6 B is the longitudinal plan of the jointing metal spare of Fig. 6 A.Fig. 7 is the front view of other example of expression jointing metal spare.
Jointing metal spare 3B shown in Fig. 6 A and Fig. 6 B is the same with jointing metal spare 3A basic comprising shown in Figure 4, is made of the pipe portion 31 and the board 33 of steel.This jointing metal spare 3B possesses lapping portion 312 at the other end of pipe portion 31.
Lapping portion 312 is for making two jointing metal spare 3B superposed part during arranged opposite on coaxial.Illustrative lapping portion 312 other ends with pipe portion 31 are cut into half, utilize welding to wait and engage flat-sheet material, form section first quarter moon shape.
In addition, on pipe portion 31 and board 33, be respectively arranged with a plurality of through holes 311,332.A through hole 311 also is set in lapping portion 312 at least.
Thus, when making two jointing metal spare 3B of mutual pipe portion 31 coupling ground configurations, the lapping portion 312 of a jointing metal spare 3B and the lapping portion 312 of another jointing metal spare 3B can be overlapped.And, can in the through hole 311 of both sides' lapping portion 312, connect one and write off and combination.
In addition, jointing metal spare 3B also can be mode shown in Figure 7.Jointing metal spare 3B shown in Figure 7 is equipped with four through holes 332 equably at board 33.In addition, the length than the pipe portion 31 of the jointing metal spare 3B shown in Fig. 6 A forms pipe portion 31 more longways.This pipe portion 31 is provided with three through holes 311 in cylindrical portions may, in lapping portion 312 through hole 311 is set.
Interface architecture (with reference to Fig. 8 A, Fig. 8 B)
Below, with reference to Fig. 8 A, Fig. 8 B the pillar 12 that used jointing metal spare 3B and the interface architecture of beam 14 are described.As mentioned above, on jointing metal spare 3B, has diversified variation at aspects such as configuration modes such as the size of pipe portion 31 and board 33 and through hole 311,332 and numbers.By suitably selecting and dispose them, jointing metal spare 3B has given play to enough bond strengths, stickiness in practicality.
Fig. 8 A and Fig. 8 B have represented to use the pillar 12 of jointing metal spare 3B and the interface architecture of beam 14, and Fig. 8 A is the side view that partly cut-away represents the junction surface, and Fig. 8 B is a sectional drawing.
The pillar 12 of the pillar 12 on clamping beam 14 upright upper stratas of establishing and lower floor engages via two jointing metal spare 3B, 3B of pairing among Fig. 8 A.The board 33 of the jointing metal spare 3B of top is provided with two through holes 332, and the board 33 of the jointing metal spare 3B of below is provided with three through holes 332.
On each pillar 12 up and down, be formed with the otch 135 that is opened in end face (wooden cross section) and embeds the board 33 of jointing metal spare 3B along the width of pillar 12.These each otch 135 can utilize the annular saw processing of the path about diameter 30cm, so can easily form.
The pipe portion 31 of jointing metal spare 3B embeds mortise 155 from the top surface side of beam 14.In addition, board 33 embeds the otch 135 of upper strata pillar 12, and pipe portion 31 side below beam 14 embeds mortise 155.In addition, board 33 embeds the otch 135 of lower floor's pillar 12.
At this, in the top surface side of beam 14, engage the pipe portion 31 of jointing metal spare 3B of upper strata pillar 12 and the lapping portion 312 of the end of pipe portion 31 by making pipe portion 31 separately that engages the jointing metal spare 3B of lower floor's pillar 12 overlap each other be disposed at coaxial on.
Embedding on jointing metal spare 3B, the 3B of pillar 12 and beam 14 continuously, shown in Fig. 8 B, will write off (or bolt) 101 from the side of last lower supporting rod 12 and beam 14 via pin-and-hole 133,153 and be intercalated in the through hole 311,332.Thus, jointing metal spare 3B is fixed on pillar 12 and the beam 14, and pillar 12 and beam 14 are bonded into one.Simultaneously, also inserting one in the through hole 311 of the lapping portion 312 that connects each pipe portion 31 writes off 101, two jointing metal spare 3B and links mutually.
The junction surface intensity of jointing metal spare 3B is guaranteed by the shearing drags such as abatement 101 of institute's intercalation in post beam junction surface, and the tight material end of connecting struts 12 and beam 14.In addition, two jointing metal spare 3B make lapping portion 312 overlap in a mortise 155, can shared one write off 101 combinations, two pipe portions 31,31 can be disposed at coaxial on.In the example shown in Fig. 8 B, the shared pipe portion 31 that is intercalated in each jointing metal spare 3B amount to three write off in 101, run through lapping portion 312 one, two on top acts on the jointing metal spare 3B that engages upper strata pillar 12, and two of bottoms act on the jointing metal spare 3B that engages lower floor's pillar 12.Thus, can guarantee the desired bond strength in post beam junction surface.Consequently, component costs and processing cost are reduced.In addition, in post beam junction surface, even under the situation of the big drawing drag of needs, do not need to increase cantilever thickness, can make is enough to the rational junction surface of resistant function in the pulling capacity of pillar.
In addition, in this post beam junction surface, jointing metal spare 3B considers drawing drag that pillar 12 needs and suitably selects from the vertical load on upper strata etc., also can make up different kinds and use.That is, jointing metal spare 3B is not limited to above-mentioned formation, can become quantity, length of tube and the corresponding formation of needed drawing drag with the through hole 311,332 of pipe portion 31 and board 33.
(jointing metal spare C) (with reference to Fig. 9)
Fig. 9 represents the other example of jointing metal spare, is the side view that partly cut-away represents the junction surface of pillar and beam.
The jointing metal spare 3C that is arranged at the junction surface is provided with support plate 35 between pipe portion 31 and board 33.Support plate 35 prevents that board 33 is pressed into the mating face of pillar 12 and beam 14.
For example, in mode shown in Figure 9, jointing metal spare 3C is provided with support plate 35 at the bound fraction of pipe portion 31 and board 33 in the modes with pipe portion 31 and 33 liang of upright friendships of board.This support plate 35 forms rectangle.The shape of support plate 35 is not limited to rectangle, forms the same degree in wooden cross section with the column 123 that is engaged by jointing metal spare 3C, or bigger slightly than it, and maximum also is no more than the size of the width of joist 141.
Be provided with this support plate 35 by jointing metal spare 3C, in the post beam junction surface of big load effect, the board 33 of jointing metal spare 3C makes load dispersing, prevents to be pressed into column 123 or joist 141.
Among Fig. 9, joist 141 laying floor 142 on it.Utilize support plate 35 role-takings also to pass to column 123 equably in the load of this joist 141.Joist 141 ends engage with pillar 12.Pillar 12 its top pillars 12 are via tenon pipe 27 and write off 101 joints.In addition, pillar 12 is via the end of beam support metalwork 2 joined floorboards beams 141.The bottom of tenon pipe 27 is combined into one with mode and the pillar 12 that the bolt 102 that clamped beam is supported metalwork 2 connects, and keeps the drawing drag.
(jointing metal spare D) (with reference to Figure 10 A, Figure 10 B)
The jointing metal spare that is used for post beam junction surface except above-mentioned points also can be at the jointing metal spare of board 33 in conjunction with many pipe portions 31.
Figure 10 A is the side view that partly cut-away represents to use the post beam junction surface of jointing metal spare 3D, and Figure 10 B is the vertical view that partly cut-away represents this junction surface.
Shown in Figure 10 A, jointing metal spare 3D has the shape that possesses two pipe portions 31 with respect to board 33.Each pipe portion 31 extends in parallel mode from a side of board 33.Board 33 is provided with a plurality of through holes 332.In addition, shown in Figure 10 A, a plurality of through holes 311 that are arranged at each pipe portion 31 are not formed on common height and position, and the through hole 311 of the through hole of a pipe portion 31 311 and another pipe portion 31 height and position ground that staggers mutually is provided with.
Interface architecture
Below, to the pillar 12x that used jointing metal spare 3D and the interface architecture of beam 14x, describe with reference to Figure 10 A and Figure 10 B.As mentioned above, the head of lower floor's pillar 12x and beam 14x are via engaging with two jointing metal spare 3D that the material direction of principal axis of beam 14x disposes abreast.
That is, the pillar 12x of lower floor is that cross sectional shape is the middle section laminated timber of long rectangle, and long side direction is set to parallel with the material axle of beam.For this pillar 12, use jointing metal spare 3D to engage with beam 14x by two one group.
The mortise 155 that is formed at beam 14x is corresponding with the radical and the interval of the pipe portion 31 of jointing metal 3D, and direction separates the predetermined distance setting between beam.The pipe portion 31,31 of jointing metal spare 3D embeds each mortise 155 from the below, and abatement (or the bolt) 101 that is hammered into by the side from beam 14x combines with beam 14.
The board 33 of jointing metal spare 3D inserts in the otch 135 of the head that is formed at pillar 12, is combined with pillar 12x by the abatement (or bolt) 101 that hammers into from pillar 12x side.Long axis direction along the cross section of pillar 12x disposes jointing metal spare 3D equably two positions, thereby makes the head of pillar 12x and beam 14x have enough intensity ground positive engagement.Form rigid construction.
-beam junction surface-(with reference to Figure 10 A, Figure 10 B) each other
Below, horizontal material junction surfaces each other such as beam, intercolumniation binder are described.
As mentioned above, the post beam junction surface shown in Figure 10 A is by by two one group jointing metal spare 3D, 3D head and the beam 14x of the pillar 12x of lower floor being kept enough intensity ground positive engagement.In addition, shown in Figure 10 B, in the end beam 14y engaged with this beam 14x and to be L word shape.
That is, fished beam beam support metalwork 2 each other is set, engages these beams 14x, 14y at the cross part of the beam 14y of the beam 14x of directions X and Y direction.Shown in Figure 10 A, the head of the pillar 12y of lower floor and beam 14y engage via same jointing metal spare 3D.In the pipe portion 31 of the jointing metal spare 3D of fished beam 14y and the pillar 12y of lower floor, the upper end is formed with negative thread.And, be used to link the post leg jointing metal spare 4 of upper strata pillar 12y and the fastening connection of negative thread of this pipe portion 31 via lag bolt 103.
In addition, beam support metalwork 2 also as shown in Figure 2, have backboard 21, with backboard 21 quadratures to two outstanding parallel supporting pieces 23 of side.Pipe portion 31 with jointing metal spare 3D on backboard 21 keeps spacings to form bolt hole alignedly.For the beam support metalwork 2 against the side of beam 14y, backboard 21 is linked together by the bolt 102 that is used for fixing pipe portion 31, is fixed on the beam 14y.The supporting pieces 23 of beam support metalwork 2 inserts the embedded groove of the end that is formed at another beam 14x, and the abatement (or bolt) 101 that is hammered into by the side from beam 14x combines with beam 14x.
In addition, on the beam 14y of Y direction, engage upper strata pillar 12y via post leg jointing metal spare 4.Post leg jointing metal spare 4 vertically erects and forms two parallel installing plates 47, and these installing plates 47,47 insert two otch of the shank that is formed at upper strata pillar 12y, and the abatement 101 that is hammered into by the side from pillar 12y combines with pillar 12y.
Thus, the beam 14x of directions X and the beam 14y of Y direction use beam support metalwork 2 integrated securely, constitute the skeleton of wooden construction 1.Beam support metalwork 2 is hidden in the inside of beam 14x, 14y, is not exposed to the outside, so can rationally take in, forms high-intensity junction surface.
-main body-
(laminated timber rigid frame) is (with reference to Figure 11～Figure 13)
Below, with reference to Figure 11～Figure 13 and be that the structure main body of citation form describes with the rigid construction to wooden buildings 1.
Figure 11 is the front view of the rigid frame of embodiment, and Figure 12 is the front view at the post beam junction surface of this rigid frame of expression.
Can advantageously adopt the rigid construction of this wooden buildings 1 to replace existing wooden skeleton construction method, wooden frame construction method, be suitable for more small-scale wooden buildings based on dwelling house.
In addition, beam support metalwork by suitably selecting or be used in combination above-mentioned multiple class and jointing metal spare etc. form the junction surface of wooden buildings 1, and can adopt with the rigid construction is the wooden structure main body of citation form.That is in wooden buildings 1, can be that main body constitutes skeleton, with wooden rigid frame.Can use single material of middle section or small bore laminated timber in the main structure material such as pillar 12 and beam 14.
Wooden like this rigid frame can suitably make up according to the form of building.In addition, the shape of rigid frame can be a shape, chevron, variform such as trapezoidal, can also can be used as multilayer in addition as individual layer.
In addition, laminated timber has structure and uses laminated timber with laminated timber and finishing, mainly is used as the structure laminated timber in the utility model.In the following description, so-called " heavy in section laminated timber " is more than the 15cm for the cross section minor face, and sectional area is more than the 300cm2, " middle section laminated timber " is more than the 7.5cm for the cross section minor face, long limit is more than the 15cm, laminated timber except that the laminated timber of heavy in section, " small bore laminated timber " are the laminated timber of not enough 7.5cm of cross section minor face or the long not enough 15cm in limit.
Figure 11 and pillar 12 and beam 14 shown in Figure 12 are made of the middle section laminated timber.Pillar 12 and beam 14 use two one group jointing metal spare 3E positive engagement at each junction surface.Jointing metal spare 3E is the same on basic comprising with jointing metal spare 3A shown in Figure 4.Therefore, constituting jointly with jointing metal spare 3A of jointing metal spare 3E used and above-mentioned common symbol, omit its detailed explanation.
Form the otch 135 that is opened on wooden cross section in the upper end of pillar 12 along strut width direction (left and right directions of Figure 12), in addition, near otch 135 two ends form with the pipe portion 31 of jointing metal spare 3E roughly with the hole portion (omitting diagram) of diameter.
At beam 14 and abutting part pillar 12, respectively form the mortise 155 of two through beam thickness directions along direction devices spaced apart between beam.For jointing metal spare 3E, in each mortise 155 of pipe portion 31 built-in beams 14, on the other hand, board 33 embeds the otch 135 of pillar 12.Jointing metal spare 3E is provided in the junction surface of pillar 12 and beam 14 equably along the material direction of principal axis of beam 14 on the structure drag.More preferably two jointing metal spare 3E, 3E are near the head of pillar 12 is disposed at two ends with the abutting part of beam 14 respectively.
Each jointing metal spare 3E strides across pillar 12 and inserts with beam 14 ground.Each jointing metal spare 3E combines with pillar 12 and beam 14 integratedly via a plurality of abatements 101 and the bolt 102 that insert from the side (front of Figure 12 or the back side) of pillar 12 and beam 14.Writing off 101 utilizes its shearing drag to guarantee the intensity at junction surface.Using under the situation of bolt 102, bolt 102 connects with nut, also plays the effect of material end parts that fastening connection possesses the post beam of otch 135, mortise 155 etc. thus.
Like this, pillar 12 and beam 14 are engaged via two group jointing metal spare 3E, the 3E that devices spaced apart disposes.Thus, the drag of the direction of rotation at the junction surface of pillar reinforce 12 and beam 14.In addition, can form the junction surface of pillar 12 and beam 14 firm rigid frame as positive engagement.In addition, the structural plane that is made of pillar 12 and beam 14 can have the folk prescription of horizontal drag to the rigid structures face as the material direction of principal axis at beam only.
In addition, also configurable assistant metal spare 37 between two group jointing metal spare 3E, 3E of configuration as previously mentioned.This assistant metal spare 37 for example form with the pipe portion 31 of jointing metal spare 3E roughly with the tubular in footpath, or with the board 33 of jointing metal spare 3E roughly with thick tabular.Be provided with the through hole 371 that abatement or bolt are used at the two ends of assistant metal spare 37.
Otch or the hole portion (omitting diagram) that is formed at the otch 135 of pillar 12 and is formed at beam 14 inserted at the two ends of assistant metal spare 37, and 3E is the same with jointing metal spare, and be fixing by writing off (or bolt) 101 respectively.
Like this, with jointing metal spare 3E and assistant metal spare 37, engage pillar 12 and beam 14 by also, thus, the drag of the shear direction at the junction surface of pillar reinforce 12 and beam 14.For the board 33 that embeds jointing metal spare 3E, the otch 135 that is arranged at pillar 12 can utilize the annular saw of the minor diameter about diameter 30cm to process, so can be formed by easy operation.The shank of pillar 12 and basis 16 use post leg metalwork described later to engage.
Figure 13 represents the other mode of above-mentioned rigid frame, is the front view at this post beam junction surface.
As shown in figure 13, also can use jointing metal spare 3F to constitute post beam junction surface with two pipe portions 31 and board 33.Jointing metal spare 3F is the same on basic comprising with the jointing metal spare 3D shown in Figure 10 A.Therefore, using with above-mentioned common symbol with the common formation of jointing metal spare 3D of jointing metal spare 3F omitted its detailed description.
On this jointing metal spare 3F, be provided with slotted hole 314 in bonding part (lower end side of pipe portion 31,31) with two pipe portions 31 and board 33.Slotted hole 314 by to the lower end of pipe portion 31 slenderly grooving form.Slotted hole 314 is formed at the two sides of the face side and the rear side of pipe portion 31.
These slotted holes 314 play the effect of the yield strength that reduces the bonding part in the additional ductility (toughness) in the bonding part of board 33 and pipe portion 31.Therefore, when impact load acts on the junction surface of pillar 12 and beam 14, easily prevent connect the pillar 12 that constitutes by timber or the abatement 101 of beam 14 etc. around or the mortise 155 of beam 14 around wait to produce and rupture.
(laminated timber rigid construction) (with reference to Figure 10 A, Figure 10 B, Figure 14)
Figure 14 schematically represents to use above-mentioned rigid frame, the stereogram of an example of the structure main body of the situation of employing laminated timber rigid construction in wooden buildings 1.
This main body is three one storey buildings, and about all directions of directions X and Y direction, constructing to engage with beam break-through form at every layer has pillar 12 (2x, 2y) (3x, folk prescription 3y) is to the rigid structures face with beam 14.The material length of pillar 12 is cut apart at each layer, and the shank of the pillar 12 of one deck engages with the basis 16 of steel concrete system, and the shank of the pillar 12 on the head of the pillar 12 of one deck and upper strata and head are engaged by continuous in the horizontal direction beam 14 at each interlayer.
In illustrative mode, in 1 layer segment and 2 of the structural plane of directions X, 3 layer segments, the position of pillar 12x is in material direction of principal axis (directions X) displacement of beam 14x, in addition, in 1,2 layer segments and 3 layer segments of the structural plane of Y direction, the position of pillar 12y is in material direction of principal axis (Y direction) displacement of beam 14y.Like this, the feature that has wooden buildings 1 of the present utility model every layer of this point that can make the position displacement freely of pillar 12.In addition, used the pillar 12 of above-mentioned beam support metalwork 2 and jointing metal spare 3D etc. and the interface architecture of beam 14 to make these become possibility.
For example, the bight J of the rigid structures face of directions X and Y direction rigid structures face quadrature joint is the interface architecture shown in Figure 10 A and Figure 10 B.At this bight J, the beam 14x of directions X and the beam 14y of Y direction carry out pin joint by Fig. 2 and beam support metalwork 2 (2A, 2B) shown in Figure 3 and close.But the corner post 12y of the rigid structures face of the corner post 12x of the rigid structures face of formation directions X and formation Y direction does not directly engage, and each corner post 12x, 12y are by beam 14x, the 14y positive engagement of jointing metal spare 3D and all directions.
According to the joint construction of this bight J, near the end of angle, constitute the pillar 12x and approaching upright the establishing of the pillar 12y of the structural plane of formation Y direction of the structural plane of directions X.But the position of pillar 12x, the 12y of all directions and the pillar 12y of other direction, the location independent of 12x can determine independently.
In mode shown in Figure 14, the pillar 12y that constitutes the structural plane of Y direction disposes in the mode consistent with beam 14 angle end intersected with each other, and the angle post 12x that constitutes the structural plane of directions X is disposed at and leaves the some positions of angle end.In addition, as shown in the figure, 1 layer and 2, the 3 layers of position that also can stagger pillar 12x.In addition, the pillar 12y of the not only pillar 12x of directions X, and Y direction also can move to the position of leaving the angle end.
As mentioned above, if can distinguish independent decision constitute directions X the rigid structures face pillar 12x the position and constitute the position of pillar 12y of the rigid structures face of Y direction, for example, the peristome of the no pillar that strides across the angle end is set easily also.In addition, near every layer of pillar configuration can changing the bight, so design freedom further enlarges.
In addition, this laminated timber rigid construction has characteristic point and is, the pair of posts 12 that is made of the middle section laminated timber of utilization adjacency in one deck at least and be engaged in the beam 14 that is made of the middle section laminated timber of the head of this pillar 12 and shank with beam break-through form constitutes folk prescription to the rigid structures face at every layer.Therefore, for example, also can be with the part layer in the multilayer as the rigid structures face that constitutes by middle section laminated timber pillar 12 and beam 14, at the structural plane of other construction method formation of other layer combination.In addition, in specific layer, also the rigid structures face that pillar 12 and the beam 14 by the middle section laminated timber can be constituted links in the horizontal direction with the structural plane that other construction method forms.
In addition, also can be with pair of posts 12 (12x, 12y) drag post 127 displacements of the pillar 12 in and small bore that constitute by the middle section laminated timber that engages with beam break-through form.
These drag post 127 minor faces and pillar 12 are the same to be 120～150mm, and long limit is 250mm.That is, (minor face is 120～150mm to the middle section laminated timber of long square-section that also can a pillar 12 uses that constitute the rigid structures face are above-mentioned, and long limit is 330～370mm), and another pillar 12 uses the narrower laminated timber of strut width.Thus, the drag that can guarantee the rigid structures face further enlarges design freedom unchangeably.In addition, also can another pillar 12 be made as the drag post 127 and the laminate drag wall of combination small bore with a pillar 12 as the pillar that constitutes by above-mentioned middle section laminated timber.
Like this, construct the head of pair of posts 12,12 of adjacency and shank respectively with the Rectangular Rigid structural plane of beam 14 (grade beam 4 also can be regarded beam as) positive engagement.This rigid structures face is for only having the folk prescription of horizontal drag to rigid member at the material direction of principal axis of beam 14.
-post shank-
Below, the post leg metalwork of the post shank that is used for wooden buildings 1 is described with reference to accompanying drawing.Figure 15 and Figure 16 have represented to use respectively the pillar of post leg metalwork and the exploded perspective view at the junction surface on basis.
(post leg metalwork A) (with reference to Figure 15)
Post leg metalwork 4A is a steel, engages the beam 14 of pillar (column) 12 and basis 16 or pillar 12 and lower floor.Figure 15 and post leg metalwork 4A shown in Figure 16 possess base plate 41, pad 43, fixed head 45 and installing plate 47.Base plate 41 is for overlooking the plate body of square shape.Fixed head 45 is arranged at the top of this base plate 41 via pad 43.
The upright installing plate 47 that is provided with on fixed head 45.Accept the wooden cross section of the lower end of pillar 12 above the fixed head 45.Installing plate 47 utilizes welding to wait joint with respect to fixed head 45.Installing plate 47 forms the essentially rectangular shape, and two side corner sections of its upper end are the shape of band fillet.On installing plate 47, be provided with a plurality of pin-and-holes 471 side by side.
Be divided into four parts by pad 43 on the base plate 41.On base plate 41, be provided with inserting hole 411 at the tetrameric each several part of division.
Interface architecture
Below, to post leg metalwork 4A is fixed in order on the basis 16, and order that pillar 12 is fixed on the post leg metalwork 4A describe.
Preferably on the wooden cross section of pillar 12, set up the lamellar body of impregnation hydrophober.The lamellar body of impregnation hydrophober is the foaming sheet impregnation hydrophober for urethanes etc. is constituted for example.Composition as hydrophober can use various materials such as paraffin series, silicon are, pure silane (ア Le コ シ ラ Application) is.Points such as stability when at this moment, considering suitable medicine component (pyrethroid system etc.), keeping can carry out all selections.
On basis 16, hammer into and be anchored bolt 104.Make the upper end of anchor bolt 104 outstanding above basis 16 insert the bolt insertion hole 411 that leads in base plate 41, twist with nut 105 and close.Thus, post leg metalwork 4A is fixed in the basis 16 above.
At this moment, also can not use whole bolt insertion hole 411.For example, also can make anchor bolt 104 insert logical two bolt insertion holes 411 that are positioned at diagonal position in four bolt insertion holes 411 that are fixed in.In addition, fixed head 45 is provided with operation and uses hole 451.With hole 451, can easily carry out operation via this operation at the upper end coupling nut 105 that is anchored bolt 104.
Then, with pillar 12 upright being located on the post leg metalwork 4A.In the otch 135 of pillar 12, embed the installing plate 47 of post leg metalwork 4A.Each pin-and-hole 133 of pillar in respectively insert abatement 101 thereafter.At this moment, the aperture and the axle center of the pin-and-hole 133 of pillar 12 and the pin-and-hole 471 of installing plate 47 are almost consistent, write off 101 and insert logical two sides' pin-and-hole 133,471 simultaneously.Thus, pillar 12 combines with post leg metalwork 4A.
In addition, plug-in mounting hydrophober impregnation lamellar body between the wooden cross section of pillar 12 and post leg metalwork 4A.Via the deadweight of pillar 12, hydrophober moves to wooden cross section from hydrophober impregnation lamellar body.Thus, even dew etc. immerse pillar 12 sides, also can be resisted by this hydrophober, it is rotten that pillar 12 is difficult to.In addition, also can not use hydrophober impregnation lamellar body, directly hydrophober is coated on wooden cross section.
(post leg metalwork B) (with reference to Figure 16)
Can use as shown in figure 16 post leg metalwork 4B at the post shank.Post leg metalwork 4B shown in Figure 16 possesses the base plate 41, two installing plates 47 that stand on base plate 41 that are directly fixed on 16 top, basis, clip installing plate 47 ground is overlapped in a pair of overlapping plates 49 on the base plate 41.
Installing plate 47 is seen and uprightly is welded on OBL plate body on the base plate 41 for overlooking.On each installing plate 47, form a plurality of pin-and-holes 471.Two installing plates 47 are parallel to each other and are installed on base plate 41.The number of installing plate 47 is not defined as two, for example can be three yet.
Overlapping plates 49 is seen rectangular pair of plate-shaped body for the long limit size identical with one side of base plate 41 for overlooking.Overlapping plates 49 clips installing plate 47,47 and is welded on the base plate 41.Each overlapping plates 49 has the big slightly thickness of thickness than the head that is anchored bolt 104, is formed for taking in the recess 491 of the head that is anchored bolt 104.This recess 4a is provided with in the mode that overlaps with the bolt insertion hole 2a of base plate 41.
Interface architecture
To this post leg metalwork 4B is fixed in order on the basis 16, and order that pillar 12 is fixed on the post leg metalwork 4B describe.
Be pre-formed axial two otch 135 corresponding with installing plate 47 in the lower end of pillar 12.In addition, in the bottom of pillar 12, be pre-formed and cut 135 quadratures and connect a plurality of pin-and-holes 133 of pillar 12.
In example shown in Figure 16, on basis 16, bury not shown anchor nut underground.This anchor nut uses the anchor nut that high nut is set on general anchor bolt.
In basis 16 top mounting behind the post leg metalwork 4B, will be anchored bolt 104 from the top and insert the bolt insertion holes 411 that lead in base plate 41, and be anchored stubborn the closing of nut and connect.Thus, post leg metalwork 4B is fixed on the basis 16.
Then, raise pillar 12, embed the otch 135,135 that is formed at its bottom with installing plate 47, the 47 coupling ground of post leg metalwork 4B.In addition, with pillar 12 mountings above overlapping plates 49.
Because the pin-and-hole 133 of the pin inserting hole 471 of installing plate 47 and pillar 12 coincide respectively, therefore, hammer into from the one side side of pillar 12 and to write off 101.Thus, the installing plate 47 of pillar 12 with post leg metalwork 4B can be combined integratedly.
Like this, by using post leg metalwork 4B shown in Figure 16, do not make anchor bolt 104 give prominence to and pillar 12 can be combined with basic 16 from the top on basis 16.In this example, do not need to be used to avoid being anchored the pad part of bolt 104 unnecessary length, do not isolate base plate 41 and installing plate 47, can anchor post 12.Therefore, can reduce the permanent position of the bottom of pillar 12.This post leg metalwork 4B is suitable for wanting reducing the situation of the level of floor in wooden buildings 1.
Utilize these post leg metalworks 4A, 4B (following general name post leg metalwork 4) can possess drawing drag enough in the wooden buildings 1, form the joint construction that possesses high-intensity post shank.
-roof truss-(with reference to Figure 1A, Figure 1B, Figure 17)
Figure 17 is one of the junction surface example of the roof truss of wooden buildings, is the side view with the local disrumpent feelings expression in junction surface.
When the construction of the roof of wooden buildings 1, behind the pillar 12 on upright upper strata of establishing textural needs, framework roof beam 18, construction roof truss and roof.
Shown in Figure 1A, the roof beam 18 that the roof truss of wooden buildings 1 suitably makes up according to roof shape is provided with a plurality of roof truss pillars 182.Be provided with a plurality of purlins 19 on these roof truss pillars 182.Be provided with rafter 192 above the purlin 19.The arranged outside of roof beam 18 has eaves stringer 185.Take not shown roof joist in 18 embeddings of roof beam, on rafter 192, be furnished with in turn in addition roofing slab and watt.Be provided with the preceding purlin 186 of eaves before the eaves.
As shown in figure 17, roof truss pillar 182 via tenon pipe 51 and write off 101 be fixed in roof beam 18 above.Tenon pipe 51 is made of metal tubulation cylindraceous.On tenon pipe 51, in the upper end and the bottom be provided with make write off 101 or bolt 102 insert logical pin-and-holes.In addition, column 123 engages with roof truss pillar 182 via tenon pipe 51, with respect to directly over purlin 19 by tenon pipe 51 and write off 101 fixing upper surfaces.Column 123 and roof beam 18 use beam support metalwork 2 and bolt 102 etc. to engage with the through post form.
The position that purlin 19 is configured in the upper surface that strides across roof truss pillar 182 is by tenon pipe 51 and write off 101 and engage with the upper surface of this roof truss pillar 182.Relative with it, in certain location such as external angle (or inner corner portion) and connector portions, purlin 19 engages with roof truss pillar 182 via tenon pipe 51, purlin supporting metalwork 53, abatement 101 and bolt 102.
At the blank area of purlin 19, purlin 19 is disposed on the straight line each other, and roof truss pillar 182 is engaged in a purlin 19.
Interface architecture
Below, the joint sequency of roof truss pillar 182 and purlin 19 is described.
On each purlin 19, below the end, be provided with the mortise 191 of prescribed depth along the vertical direction.In addition, the end sides at purlin 19 is provided with the not shown pin-and-hole that connects this mortise 191.
Be formed with the mortise 183 corresponding vertically with roof truss pillar 182 its upper surfaces that purlin 19 engages with the mortise 191 of a purlin 19.In addition, be provided with two bolt-inserting holes 184 in the side of roof truss pillar 182.The bolt-inserting hole 184 of upside penetrates into mortise 183 and forms.
The open-and-shut shape of the hole that is arranged at these purlins 19 and roof truss pillar 182 for all can enough drill bits processing.Therefore, can carry out extremely simply for the processing operation at the junction surface of purlin 19 and roof truss pillar 182.
During joint, at first, with tenon pipe 51 following half insert in the mortise 183 of roof truss pillar 182, make the pin-and-hole of tenon pipe 51 identical with the bolt-inserting hole 184 of roof truss pillar 182.And, make the side butt of purlin supporting metalwork 53 and roof truss pillar 182, and make two bolt-inserting holes of butt plate 531 identical with the bolt-inserting hole 184 of roof truss pillar 182 respectively.Under this state, insert two bolts 102 in the mode that runs through these bolt-inserting holes 184, with the fastening connection of nut.Thus, purlin can be supported metalwork 53 combines with roof truss pillar 182.
At this moment, upside bolt 102 connects the bolt-inserting hole 184 of the upside of tenon pipe 51, common fastening tenon pipe 51.Thus, tenon pipe 51 is fixed in roof truss pillar 182.In addition, can be in advance carry out hereto operation, can realize the raising of on-the-spot operating efficiency in factory.
Then, on the tenon pipe 51 outstanding from the upper surface of roof truss pillar 182 from above cover the mortise 191 of a purlin 19, with the end mounting of this purlin 19 in the upper surface of roof truss pillar 182.In addition, the pin-and-hole of this purlin 19 and the pin-and-hole of tenon pipe 51 are coincide.Under this state, hammer into and write off 101 from the side of this purlin 19 to connect these pin-and-hole modes.Thus, this purlin 19 is fixed in tenon pipe 51, one purlins 19 and roof truss pillar 182 joints.
In the tenon portion 532 of purlin supporting metalwork 53 from above cover the mortise 191 of another purlin 19, with the end mounting of this purlin 19 in the end face of the butt plate 531 of purlin beam support metalwork 53.In addition, the pin-and-hole of this purlin 19 and the pin-and-hole of tenon portion 532 are coincide.Under this state, hammer in the mode that connects these pin-and-holes from the side of this purlin 19 and to write off 101.Thus, another purlin 19 is combined with purlin supporting metalwork 53, purlin 19 reaches roof truss pillar 182 each other and engages.
Like this,, then can make the junction surface of roof truss have enough intensity, can reasonably construct design if use purlin supporting metalwork 53 to form the junction surface of roof truss.In addition, on each parts that constitutes roof truss, can only form mortise 191, bolt-inserting hole 184 etc.In addition, the tenon portion 532 of purlin supporting metalwork 53 can directly use the mortise that is arranged on roof truss.Therefore, the processing of each parts that constitutes roof truss can be shortened process time and subdue funds only by simply the machining of the processing equipment of cheapness.
In addition, purlin supporting metalwork 53 is the orthogonal part of purlin 19, the end mounting of one purlin 19 is in the upper surface of roof truss pillar 182, and the side of the end face of another purlin 19 and a purlin 19 is opposed, is used for the position of the side quadrature of the following of purlin 19 and roof truss pillar 182 too.In addition, stride across under the situation that the upper surface of roof truss pillar 182 sets, also can replace tenon pipe 51 to use purlins supporting metalworks 53, purlin 19 is engaged with roof truss pillar 182 at purlin 19.
In addition, above-mentioned roof truss still, also can adopt following " foreign formula roof truss " for by roof beam 18, roof truss pillar 182, and purlin 19 etc. " with the formula roof truss " that constitute in wooden buildings 1.Ocean formula roof truss is that the skeleton on roof is the roof truss of lattice construction, and the skeleton of roof parts forms the front shape of general triangular.For example, the roof truss shown in Figure 1B is divided into left and right sides two parts by the positive B-C post that hangs down into binder 195 from ridge wood 194 (true bundle) 196, constitutes in the mode that becomes the leg-of-mutton front shape of approximate right angle.The bottom side portion of lattice construction is equipped with binder 195, and engaging on binder 195 has intermediate studdle (holding bundle under the arm) 197 and diagonal brace 198.Binder 195, intermediate studdle 197 and diagonal brace 198 engage via lapping joint, various metalwork in these each junction surfaces.Utilize the roof truss of the lattice construction that forms thus to support the roof.In addition, for strengthening this lattice construction, anti-bending of truss, shockproof of truss etc. can be installed suitably also.
The roof truss of this lattice construction can make the deadweight lightweight and increase length of support from, be favourable so in wooden buildings 1, be provided with on the large space room etc., can preferably adopt.In addition, adopted under the situation of existing wooden lattice construction, though produce this problem of complex structureization at the junction surface of pillar and beam, but utilize roof truss as present embodiment, can reasonably form the junction surface of above-mentioned each parts that constitute truss, so can not need special technique ground to construct.
(angle brace) (with reference to Figure 18, Figure 19)
Figure 18 is the stereogram that expression is arranged at angle brace one example of wooden buildings 1, and Figure 19 is the vertical view of the other example of expression angle brace.
In wooden buildings 1, on the basis of above-mentioned formation, be the distortion prevent that level loads such as seismic forces, wind pressure from producing, possess the various parts of the horizontal structure face that enhancing forms by structure materials such as pillar 12, beam 14 and joists 141.
In the method for enhanced level structural plane, at first enumerate bight for the horizontal structure face of joist 141 quadratures such as horizontal material such as grade, on above-mentioned horizontal material, fix the method for suitably big or small structure with plane materiels such as laminates with nail.Thus, rigidity is improved in bight that can the fixed level structural plane.
In addition, the method that angle brace is set in the bight of horizontal material quadrature as the enhancing material of horizontal structure face is also arranged.Angle brace for example is 45 ° mode with the bight with respect to the post height on upper strata, eaves stringer height and disposes.
In addition, the illustrated angle brace 6B of Figure 19 is made of angle brace main body 63 and the fixture 65 that is arranged at the two ends of this angle brace main body 63.Angle brace main body 63 is a steel metal pieces, is formed by the pole body of hollow.Be provided with the axial region 631 of bolt shape at the two ends of angle brace main body 63.Axial region 631 is welded on the two ends of angle brace main body 63, extends to be provided with on its axle center.
As shown in figure 19, in the bight of the horizontal structure face of the rectangle that constitutes by roof beam 18,18 that sets up abreast and eaves stringer 185 angle brace 6B is set obliquely.
Under this situation, on angle brace main body 63, at first the medial surface of fixture 65 with roof beam 18 and eaves stringer 185 contacted, use bolt 102 temporary fixed.Two ora terminalis of maintenance face 652,652 installed surfaces 651 of fixture 65 of the central authorities of two angle brace main bodys 63 engaging are inwardly extended the side.Then, utilize the fixedly installed surface 651 of fixture 65 of screw 106.Thereafter, fastening bolt 102, make fixture 65 respectively with roof beam 18 or the 185 fastening bindings of eaves stringer.These fixtures 65 also can be installed in factory etc. in advance.
Then, angle brace main body 63 is installed in the maintenance face 652 of fixture 65,65.At this moment, the both ends of angle brace main body 63 are hooked in the fastening groove of the maintenance face of being arranged at 652 temporary fixedly, carry out after the position adjustments nut being fastened on axial region 631, thus with fixture 65,65 fastening bindings.The horizontal structure face of the angle brace 6B that sets up like this elastomeric bearing wooden buildings 1 in its drag scope.Thus, can prevent the distortion of the horizontal direction of the wooden buildings 1 that earthquake, wind pressure cause.
(joist supporting metalwork) (with reference to Fig. 1, Figure 20)
Figure 20 is the key diagram at the junction surface of expression joist 143 of wooden buildings 1 and joist 141.Each joist 143 of wooden buildings 1 shown in Figure 1A is supported at the side of joist 141 via joist supporting metalwork 71.
For example, joist 143 is made of wooden angle section or laminated timber etc., and its length forms than the configuration space of joist 141 slightly shortly.Joist 143 vacate width than joist 141 big slightly set multiple row with gap.
The joist supporting metalwork 71 of the end of supporting joist 143 is installed with the interval corresponding intervals with joist 143 on the top, side along the length direction of joist 141 as shown in figure 20.Joist supporting metalwork 71 also is installed on the mutual opposed side of joist 141.
With respect to joist 141, joist 143 put into and the side of the joist 141 of adjacency between, with the both ends of joist 143 from the top towards inserting by the seat part 712 of each joist supporting metalwork 71 and the spatial portion that lateral plate 713 surrounds.Joist 143 is clamped from the left and right sides by lateral plate 713, by 71 supportings of joist supporting metalwork.In addition, constraint is the moving of length direction of joist 141 to the horizontal direction along joist 143.Joist 143 is fixing by screw etc. via the screw hole 715 of lateral plate 713.
In addition, the upper end of lateral plate 713 also can form in the mode of carrying out the insertion of joist 143 easily to the direction expansion of leaving mutually.In addition, the both ends of preferred joist 143 are via the seat part 712 of vibrationproof material mounting in joist supporting metalwork 71.The vibrationproof material for example can use tabular vibration-proof rubber.Thus, the end of joist 143 is by joist supporting metalwork 71 vibrationproof supporting.
Like this, in wooden buildings 1,, interleave in the side of the joist 141 of adjacency and to take joist 143 via the joist supporting metalwork 71 that is arranged at joist 141.At joist 141 and laying floor shop fixtures material above the joist 143.Also can be equipped be laid on the many joist 141 factory etc. in advance integrated floor.Under this situation, floor is made of floor shop fixtures material, joist 143 and the vibrationproof material etc. that structure constitutes with laminate, and each joist 143 is by 71 supportings of joist supporting metalwork.There is not to use effectively under the situation of supporting-point joist supporting metalwork 71 at the junction surface of joist 141 and joist 143.
(enhancing metalwork) (with reference to Figure 21 A, Figure 21 B)
In wooden buildings 1, the passage 17 that will be used for various pipe arrangements, distribution etc. is sometimes inserted the horizontal material of earthing plate-girders 141 etc.The access opening (through hole) 157 of beam width direction need be set for beam 14 in this case.The beam 14 that is provided with access opening exists because this cross section breakage and possibility that intensity reduces.Therefore, in wooden buildings 1,, around access opening, be provided with and strengthen metalwork 73 because of the purpose of the intensity of replenishing beam 14.
Figure 21 A is the stereogram that expression strengthens an example of metalwork, and Figure 21 B is the stereogram that expression strengthens the other example of metalwork.
Increasing metalwork 73 is counted the steel plate, corrosion resistant plate etc. of mm degree and constitutes by thickness.Be formed with on the enhancing metalwork 73 shown in Figure 21 A along the opening 731 of the toroidal on every side of columnar access opening.In addition, the 73 upper edge access openings of the enhancing metalwork shown in Figure 21 B around be formed with the front and see the roughly opening 731 of U word shape.
These strengthen metalwork 73 and possess not shown a plurality of screw holes formation.Strengthening metalwork 73 uses screw 106 to be fixed in the side of beam 14.
In addition, also can form spot-facing and bolt insertion hole in advance, and be provided with band button projection at the back side that strengthens metalwork 73 and be embedded in the beam 14, utilize bolt and nut in conjunction with fixing in the side of beam 14.
Utilize this enhancing metalwork 73, can replenish the intensity of the beam 14 that is provided with access opening.Therefore, be provided with on the beam 14 under the situation of access opening, just, can improving design freedom, the economy of wooden buildings 1 more than sectional dimension that will beam 14 increases to and needs.
-drag key element-
In the wooden buildings 1 that constitutes as previously mentioned, between the beam 14 of levels and beam 14 or beam 14 and the basis 16 as required intensity etc. set plane materiel as the drag key element.Plane materiel as the drag key element has multiple mode, constitutes the part of main structural member such as pillar 12, beam 14.But the size of this drag key element, the size of each parts, configuration etc. are not limited to mode shown below, with other the suitably decision of design considerations coupling ground of structure main body.
The structure main body that the plane materiel that is made of the drag key element has strengthened is compared intensity, excellent rigidity with the existing general wooden buildings of using natural saw lumber to construct.Therefore the design freedom about the configuration of pillar 12, drag wall increases, and can reduce reinforcing members such as inclined strut, angle brace, also forms big span space, peristome that the face of building width is big easily.
(drag wall) (with reference to Figure 22)
In wooden buildings 1, the drag wall is the antidetonation key element of the structure main body of the following laminated timber in use middle section.The drag wall is disposed in the structural plane of 14 on 12 on pillar or beam, and is fixing integratedly with these pillars 12 or beam 14.
Figure 22 represents an example of drag wall 81, is to be illustrated in the front view that two layer segments are disposed at the situation between the underbeam 14.In addition, drag wall 81 is disposed between beam 14 and the basis 16 at a layer segment.
The size of drag wall 81 for example is (between the beam) 2610mm of the long 2000mm of wall * highly.Beam 14 is the middle section laminated timber of cross section 120mm (deck-siding) * 270mm (beam is thick), and lateral column 124 is the tetragonal material system of cross section 120mm, and pilaster 33 is the material system of cross section 120mm * 45mm, and studding 34 is the material system of cross section 120mm * 30mm.
On framework 84, nail on structure plane materiel 85 at single or double.In the example shown in Figure 22, nail on structure plane materiel 85 at single face, another side is screwed gypsum plank.
Structure for example is the above structure laminate of thickness 7.5mm with plane materiel 85, relative lateral column 124, pilaster 125, crosspiece 145 and beam 14 spacing 60mm or 120mm, and in addition, studding 126 spacing 120mm are fixing with nail 107 relatively.Like this, the critical piece of drag wall 81 relative frameworks 84 (crosspiece 145, lateral column 124, pilaster 125) is decreased to the hammer into spacing of fixture construction with plane materiel 85 about 60mm.
In the junction surface of column cap, post leg and the beam 14 of framework 84, guarantee by use that high-intensity jointing metal spare 3E waits and strengthen the junction surface, can in fact obtain the wall multiplying power of 5～8 times of degree.
(drag Wall board) (with reference to Figure 23)
Above-mentioned drag wall 81 also can utilize the drag Wall board of prior panelization to be arranged in the wooden buildings 1.
Figure 23 is the stereogram of an example of expression drag Wall board.Drag Wall board 82 its frameworks 84 will go up bottom rail 145, lateral column 124, pilaster 125 and studding 126 frameworks in advance and be assembled into rectangle, and with the formation that is bonded with each other of these each parts.Single face at least in this framework 84 forms drag Wall board 82 by using the nail fixture construction with plane materiel 85.
(drag wall at interval) (with reference to Figure 24 A, Figure 24 B)
As the spaced walls of wooden buildings 1, can be at 12 configuration space drags of many pillars wall of the load that bears beam 14.
Figure 24 A is the expression front view of the outward appearance formation of drag wall at interval, and Figure 24 B is the expression stereogram of an example of the drag panel of drag wall at interval.
12 level frames of two pillars are provided with a pair of frame material 872 up and down.Add the basic material that cross section anti-L word shape is arranged below the last side frame material 872, add the basic material that cross section L word shape is arranged above the following side frame material 872.In addition, also add the basic material that cross section L word shape is arranged at the medial surface of the length direction of pillar 12 in mutual opposed mode.Thus, form the not shown recess all around of chimeric drag panel 88 in the inboard of pillar 12.Drag panel 88 embeds 881 engagings of panel frame with respect to the recess that is formed at 12 on two pillars.The bonding part of panel frame 881 and each basic material hammers into securing member such as screw and fixes.The bonding part of panel frame 881 and basic material hides to dispose decorates material 874, and improves bond strength.
-peristome-(with reference to Figure 25, Figure 26)
For in wooden buildings 1, under the situation of the such peristome of the high window that is provided with the back of facing with shaft space, the strong wind Hair Fixer that acts on this peristome is waved high resistance, and the formation of loosening the also excellent vertical shaft peristome of sense, design of peristome describes.
Figure 25 is the facade sketch map of an example of the outward appearance of expression wooden buildings 1, and Figure 26 is the exploded perspective view of skeleton structure of seeing the vertical shaft peristome of wooden buildings 1 from the outside, room.
Wind-resistant column 91 disposes many (for example, amounting to four in the manner) in the both sides and the inboard of peristome 9.The laminated timber of the square-section of major axis 360mm * minor axis 120mm constitutes wind-resistant column 91 by for example having.This laminated timber is disposed formation wind-resistant column 91 with the long axis direction in cross section and the mode of opening surface quadrature.In addition, the sectional dimension of wind-resistant column 91 is not the illustration limit, and major axis dimension is more than about twice of minor axis dimension, preferred 2.5 times～3.5 times more satisfactory aspect intensity.
Wind-resistant column 91 spread all over two layers interruptedly not continuous by a material.The post leg of wind-resistant column 91 uses Figure 15 or post leg metalwork 4 shown in Figure 16 and writes off 101 etc., is fixed on the basis 16 of steel concrete system.The column cap of wind-resistant column 91 is via Fig. 2 or beam support metalwork 2 shown in Figure 3 etc., and the mode that becomes beam break-through form with relative eaves stringer 185 engages in this embodiment.
The post of anti-wind 91 utilizes post to connect material 93 bindings each other.Post connects material 93 parts littler that are sectional dimension than wind-resistant column 91.Illustrative post connect material 93 use with intercolumniation binder 144 with degree or than the laminated timber of intercolumniation binder 144 small bores.Post connects material 93 and engages via suitable beam support metalwork 2 in the side of wind-resistant column 91.The setting height(from bottom) that post connects material 93 is not influential to the height of the floor frame that is arranged at levels etc., can set the suitable centre position of the short transverse of wind-resistant column 91.
For peristome 9, because therefore the strong direction of principal axis and the opening surface quadrature of wind-resistant column 91, have given play to high resistance to the blast that acts on opening surface.Thus, can design the rich peristome 9 that loosens sense of increasing.As long as suitably set the sectional dimension, configuration space of wind-resistant column 3 etc., also can form the height of peristome 9 more than three layers.
In addition, though omit diagram, can be arranged at the outside, room of wind-resistant column 91, the arbitrary position in side and the depth size within doors for the window frame class that is installed on peristome 9.The wind-resistant column 91 that is made of laminated timber can be used for indoor and outdoor two sides.In addition, can apply suitable fine finishining material on the surface of the wind-resistant column 91 that exposes side within doors or the room outside.
As mentioned above, the wooden buildings 1 of present embodiment by possess above-mentioned each constitute, substitute existing wooden skeleton structure method, framework assembled wall building method, can build high strength more, be rich in the building of design freedom.In addition, shown in present embodiment, can provide the new spec of the skeleton part of wooden buildings 1, can make with the junction surface of each parts and rationalize.Thus, the high efficiency of construction operation of wooden buildings 1 and the raising of application property can be realized, the building method of special expertise can be realized not relying on.In addition, according to above-mentioned formation, in wooden buildings 1, especially improve the degree of freedom of room layout, peristome configuration, also go for large space, emphasize the high spatial design of design of the intensity that timber has, and then can build the building of heat-proof quality and scavenging performance excellence.
In addition, the utility model does not break away from its spirit or principal character, can implement with other various forms.Therefore, above-mentioned embodiment is only in all somes illustration simply, and non-limiting explanation.Be the scope of scope of the present utility model, be not limited to the manual text for representing by claim.In addition, distortion, the change that belongs in the impartial scope of aforesaid right requirement is the content in the scope of the present utility model fully.
Utilizability on the industry
The utility model can be applicable to the wooden buildings based on the middle and small scale of dwelling house preferably.
Claims (15)
1. wooden buildings, it possesses the skeleton main body that comprises pillar and beam, it is characterized in that,
This wooden buildings is configured to,
The post beam junction surface that constitutes with post break-through form is by the beam support metalwork and the pin part bonding of steel,
Described beam support metalwork has the supporting pieces of the end that is inserted into described beam,
The supporting pieces ground that described pin parts connect described beam and are inserted into this beam is provided with.
2. wooden buildings, it possesses the skeleton main body that comprises pillar and beam, it is characterized in that,
The post beam junction surface that constitutes with beam break-through form is by the jointing metal spare of steel and connect the pin part bonding of this jointing metal spare,
Described jointing metal spare is plumage daughter board shape ground in conjunction with pipe portion with through hole and the board with through hole.
3. wooden buildings as claimed in claim 2 is characterized in that,
This wooden buildings is configured to,
Described jointing metal spare possesses board at an end of described pipe portion, and the other end possesses lapping portion,
Found lower floor's pillar and the upper strata pillar established with clipping described beam and engage via two described jointing metal spares,
The pipe portion of described jointing metal spare is disposed on the beam, and board is disposed on the post leg,
Described lapping portion is overlapped, thus jointing metal spare combination that will be up and down.
4. wooden buildings, it possesses the skeleton main body that comprises pillar and beam, it is characterized in that,
This wooden buildings is configured to,
Beam junction surface is each other formed by beam support metalwork, pin parts and the duct member joint of steel,
Described beam support metalwork has the supporting pieces that is inserted into a beam, and combines with the duct member that is embedded in another beam,
Connect two beams, be inserted into the supporting slice of a beam and be embedded in another beam pipe portion set a plurality of pin parts.
5. as each described wooden buildings in the claim 1～4, it is characterized in that,
This wooden buildings is configured to,
The beam of post shank and basis or post shank and lower floor engages via the post leg metalwork of steel.
6. as each described wooden buildings in the claim 1～4, it is characterized in that,
This wooden buildings is configured to,
The junction surface of roof truss engages via the purlin supporting metalwork of the steel with tenon portion.
7. as each described wooden buildings in the claim 1～4, it is characterized in that,
This wooden buildings is configured to,
At least make up an above rigid frame and construct main skeleton main body, this rigid frame forms pillar and beam with beam break-through form joint.
8. wooden buildings as claimed in claim 7 is characterized in that,
The post beam junction surface that constitutes with beam break-through form disposes with two one group ground by the mode of described jointing metal spare with the material direction of principal axis parallel spaced apart of beam, and described post beam junction surface is a positive engagement.
9. wooden buildings as claimed in claim 7 is characterized in that,
This wooden buildings is configured to,
Described skeleton main body is built described rigid frame long-pending more than two layers.
10. wooden buildings as claimed in claim 7 is characterized in that,
This wooden buildings is configured to,
Possess the drag wall, this drag wall has been fixed the structure plane materiel on the single face or the two sides of described skeleton main body with nail.
11. wooden buildings as claimed in claim 7 is characterized in that,
This wooden buildings possesses the drag wall, this drag wall for the single face of the skeleton assembled at framework or two sides with the wall body of nail fixture construction with plane materiel and panelization.
12. as each described wooden buildings in the claim 1～4, it is characterized in that,
This wooden buildings is configured to,
On the outer wall of facing with vertical shaft, be provided with the peristome that spreads all over the height more than two layers, at the upright wind-resistant column that constitutes by laminated timber that is provided with of this peristome.
13. as each described wooden buildings in the claim 1～4, it is characterized in that,
This wooden buildings is configured to,
The horizontal structure face strengthens via angle brace, and this angle brace will be welded with the angle brace main body of bolt axial region and be sticked in angle brace main body two ends and the fixture of the fastening connection of nut combines at the two ends of steel hollow pole body.
14. as each described wooden buildings in the claim 1～4, it is characterized in that,
This wooden buildings structure is,
Be formed at beam through hole around strengthen by the flat enhancing metalwork that is cut into U word shape.
15. as each described wooden buildings in the claim 1～4, it is characterized in that,
This wooden buildings structure is,
Be formed at beam through hole around strengthen by the flat enhancing metalwork that is cut into toroidal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN2010206989611U CN202031172U (en) | 2010-12-30 | 2010-12-30 | Wooden building |
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| Application Number | Priority Date | Filing Date | Title |
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| CN2010206989611U CN202031172U (en) | 2010-12-30 | 2010-12-30 | Wooden building |
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| CN202031172U true CN202031172U (en) | 2011-11-09 |
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| CN103362212A (en) * | 2012-03-28 | 2013-10-23 | 三泽住宅株式会社 | Wooden building |
| CN103556711A (en) * | 2013-10-15 | 2014-02-05 | 南京工业大学 | Assembled wood structure bar planting node and construction method thereof |
| CN103603431A (en) * | 2013-10-15 | 2014-02-26 | 南京工业大学 | Assembled timber structure beam column bar planting node |
| CN104775528A (en) * | 2015-04-27 | 2015-07-15 | 南京工业大学 | Assembled semi-rigid wood structure node |
| CN104790536A (en) * | 2015-04-27 | 2015-07-22 | 南京工业大学 | Ductility power consumption timber structure node |
| CN105178448A (en) * | 2015-09-28 | 2015-12-23 | 沈阳建筑大学 | Wooden-structure building beam-column joint structure |
| CN105178447A (en) * | 2015-09-28 | 2015-12-23 | 沈阳建筑大学 | Homocentric-square shaped wood hidden type energy dissipation connection piece |
| CN105178629A (en) * | 2015-09-17 | 2015-12-23 | 贵州凯欣产业投资股份有限公司 | Jointed wood structure house |
| CN105625560A (en) * | 2016-03-04 | 2016-06-01 | 深圳普兰太森新材料科技有限公司 | Prefabricated Chinese style pseudo-classic wooden building capable of being industrially produced |
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| CN103556711A (en) * | 2013-10-15 | 2014-02-05 | 南京工业大学 | Assembled wood structure bar planting node and construction method thereof |
| CN103603431A (en) * | 2013-10-15 | 2014-02-26 | 南京工业大学 | Assembled timber structure beam column bar planting node |
| CN104775528A (en) * | 2015-04-27 | 2015-07-15 | 南京工业大学 | Assembled semi-rigid wood structure node |
| CN104790536A (en) * | 2015-04-27 | 2015-07-22 | 南京工业大学 | Ductility power consumption timber structure node |
| CN105178629A (en) * | 2015-09-17 | 2015-12-23 | 贵州凯欣产业投资股份有限公司 | Jointed wood structure house |
| CN105178447B (en) * | 2015-09-28 | 2018-05-04 | 沈阳建筑大学 | The concealed energy consumption connector of rectangular-ambulatory-plane timber structure |
| CN105178448A (en) * | 2015-09-28 | 2015-12-23 | 沈阳建筑大学 | Wooden-structure building beam-column joint structure |
| CN105178447A (en) * | 2015-09-28 | 2015-12-23 | 沈阳建筑大学 | Homocentric-square shaped wood hidden type energy dissipation connection piece |
| CN105625560A (en) * | 2016-03-04 | 2016-06-01 | 深圳普兰太森新材料科技有限公司 | Prefabricated Chinese style pseudo-classic wooden building capable of being industrially produced |
| CN109415898B (en) * | 2016-11-30 | 2022-02-11 | 株式会社饭田产业 | Building and its construction technology |
| CN109415898A (en) * | 2016-11-30 | 2019-03-01 | 株式会社饭田产业 | Building and its construction process method |
| CN111194374A (en) * | 2017-10-12 | 2020-05-22 | 乔治·查里图 | Building element |
| CN111194374B (en) * | 2017-10-12 | 2022-06-24 | 乔治·查里图 | Building element |
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| JP2019073908A (en) * | 2017-10-16 | 2019-05-16 | 大倉 憲峰 | Connector |
| CN107896456A (en) * | 2017-12-18 | 2018-04-10 | 无锡优耐特能源科技有限公司 | A kind of rack mounting rail using plug-in type nut |
| CN107896456B (en) * | 2017-12-18 | 2023-05-16 | 无锡优耐特能源科技有限公司 | Cabinet mounting beam using plug-in nut |
| CN111827466A (en) * | 2020-03-25 | 2020-10-27 | 同济大学 | Prestressed steel-wood combined beam-column joint |
| CN111468851A (en) * | 2020-03-27 | 2020-07-31 | 中亿丰建设集团股份有限公司 | Construction method for multi-angle wood beam connecting joint |
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| C14 | Grant of patent or utility model | ||
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Granted publication date: 20111109 |