CN1428486A - Joint structure and method for building structural component unit - Google Patents
Joint structure and method for building structural component unit Download PDFInfo
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- CN1428486A CN1428486A CN 02156838 CN02156838A CN1428486A CN 1428486 A CN1428486 A CN 1428486A CN 02156838 CN02156838 CN 02156838 CN 02156838 A CN02156838 A CN 02156838A CN 1428486 A CN1428486 A CN 1428486A
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Abstract
The joint structure and method for building structural component unit of the present invention is about invention of building structural component joint structure. The present invention is a joint structure for upper story building structural component and lower story building structural component. The lower story column top end of the lower story building structural component and the upper story column lower end of the upper story building structural component are disposed with level joint surfaces for jointing the two components. The center parts of the joint surfaces are disposed with through holes. The column body surfaces adjacent to the upper and lower column joint surfaces are cut with gaps. Bolts are inserted into the through holes and fastened when docking the level surfaces. The advantage of the present invention is that bolts and nuts can be put in the inner side of the columns through the gaps adjacent to the joint ends of the columns by using the joint structure of the present invention, and the joint work for building structural components is facilitated; the present invention can position the joint status according requirement and makes joint stable; and the joint work is also made very convenient.
Description
Technical field
The joint construction of building unit of the present invention unit and joint method are the inventions about building unit syndeton aspect.Be meant especially in the building unit that is constituted with beam column with cylinder and carry out structure and the method for levels building unit when connecting.
Background technology
Past is carried out the example of technology that levels building structure connects with cylinder, just like the open disclosed technology of delivering of 2001-254445 communique of special permission, that is: the bolt tightening tool that will grow size stretches into from the upper end of superstructure component column, hollow inside by above-mentioned cylinder, the bolt of this post lower end is tightened, reached upper end purpose of connecting with the substrustion member with this.In addition, because superstructure member column body is provided with the helical form guided way, so the bolt tightening tool can be by the center of this post.Also, also be provided with the guide that the bolt tightening tool is led simultaneously,, carry out tightening operation so the bolt tightening tool can arrive connecting bolt easily because the bottom of superstructure component column has been preset with the bolt that member connects usefulness.The special permission that for example has that connects with beam discloses the disclosed technology of delivering of flat 6-316973 communique, is a kind of method that the back timber with the substrustion member is connected with the bottom girder of superstructure.Specifically, be to constitute a kind of method that the inner underside of the flange portion of substrustion member back timber is connected with the interior upside of the flange portion that constitutes superstructure member bottom girder with bolt.The back timber of substrustion member, up and down flange portion in the middle of the tubular steel is installed, fill out with the hardening inserts in the inside of this tubular steel simultaneously, again before this inserts sclerosis, the bolt that connects superstructure member bottom girder downside flange portion is penetrated above-mentioned tubular steel inside, the end of this bolt reaches the sclerosis purpose of connecting because of the sclerosis of sclerosis inserts.From above-mentioned the former prior art,, connect with the bolt tightening tool of long size, so the affirmation of the tight condition of this bolt can not be carried out easily because be in superstructure member column body.Because column body is provided with helical form guide rail and instrument guide, carry out also inconvenience of bolt tightening operation in addition with the bolt tightening tool.Therefore, connect, use the latter's method that connects between relative beam instead and also be studied out without cylinder, owing to use H shape or C shape girder steel, can nearby connect operation what answer connecting portion, this operation is easier, but, on the cylinder connecting portion that stress is concentrated, produce skew easily, so must strengthen fully to the weight support of superstructure member owing to the long-term use of beam, scratch change repeatedly.
Summary of the invention
The object of the present invention is to provide between a kind of up and down building unit cylinder and can carry out connection structure connecting and method of attachment easily.
The present invention is a kind of invention of relevant substrustion member and superstructure member syndeton aspect.Constituting described substrustion member lower floor with the upper end of post and constitute on the above-mentioned superstructure member lower floor usefulness lower end of post, the butt joint the horizontal joint that uses when two building units being set splicing mutually, central authorities at this each the horizontal joint are provided with through hole again, and near the damaged surface above-mentioned two side's the horizontal joint, cut out notch part, in with above-mentioned the horizontal joint butt joint, bolt is inserted through hole tighten.This is will put the place as the building unit syndeton of feature.
On the technique scheme basis, lower floor in the aforementioned levels bonding surface is provided with the location protuberance on the horizontal joint with the either party of post with post or upper strata, the locating hole that embeds above-mentioned protuberance is set on the opposing party's the horizontal joint again, when above-mentioned protuberance embeds locating hole, the through hole of two the horizontal joint forms continuous state, plays positioning action.
The present invention relates to substrustion member and superstructure member syndeton, constituting above-mentioned substrustion member lower floor with the upper end of post and constitute on the above-mentioned superstructure member lower floor usefulness lower end of post, the butt joint the horizontal joint that uses when two building units being set splicing mutually, the external screw thread of protrusion is set by the length direction of post in the side central authorities of this two the horizontal joint again, the horizontal joint central authorities the opposing party are provided with through hole simultaneously, and minimumly to cut out breach on the cylinder being provided with near the plane of through hole, then bolt is inserted above-mentioned through hole, make the horizontal joint butt joint, the nut of screwing on again clamps the horizontal plane that is provided with through hole.This also is will put the place as the building unit syndeton of feature.
In the occasion of above-mentioned syndeton, it is tetragonal tubular that described lower floor adopts section with post and upper strata with post, and in the side of described tubular column aforesaid notch part is set, and requires the stiffener of fixing regulation area on the nearby side of this notch part.In addition, also can be arranged on aforesaid notch part continuously on the adjacent two sides of above-mentioned tubular column.At this moment stiffener should be fixed on the both sides of this notch part.
Constitute the substrustion member, section be the quadrangle tubular lower floor with post with constitute the superstructure member, section is in the upper strata usefulness building unit syndeton of post of quadrangle tubular, cut out the notch part of prescribed limit near with the lower end of post on the side on above-mentioned upper strata, and at the fixing stiffener of the both side surface of this notch part, again above-mentioned lower floor with the upper end of post near in accordance with regulations scope cut out and above-mentioned upper strata with the notch part of post notch part symmetry, and at the fixing stiffener of the both side surface of this notch part.When the horizontal joint of this two building unit is docked mutually relatively, utilize above-mentioned notch part, the bolt insertion is arranged in the through hole of these two the horizontal joint central authorities, and the nut of screwing on tightens up the butt joint of two horizontal planes.This also be the building unit syndeton as feature of the present invention to put the place.
In addition, the invention that the invention relates to the building unit method of attachment is to use in the claim 1 to 5 method of attachment of the syndeton of recording and narrating in each.The bolt insertion is arranged in the through hole of the levels building unit the horizontal joint that should connect, by above-mentioned notch part tightening tool is stretched into column body again, bolt and nut are tightened.This is will put the place as the building unit method of attachment of feature.
Superiority of the present invention is to use syndeton of the present invention, can screw bolt and nut be positioned over this post inboard by near the notch part the engagement end portion of post, can easily building unit be engaged operation.In addition,, on the horizontal joint of the opposing party locating hole is set,, makes engagement state stable so can carry out the location of engagement state on request because on the horizontal joint of square column that engages, protuberance is set.And then use method of attachment of the present invention, and can bolt, nut be inserted the column body that should connect by notch part, make the connection operation very convenient.
Description of drawings
Accompanying drawing 1 constitutes the structural representation of building unit.
The lower floor of accompanying drawing 2 embodiment 1 uses the joint construction schematic diagram of post with post and upper strata.
Schematic diagram around accompanying drawing 3 breach, wherein, figure (a) is to constitute the structural representation of upper strata with post 21 square sections; Fig. 3 (b) is two notch part 26a in the accompanying drawing 3 (a), and separately shape of 26b, size are identical, one side with the upper strata that the forms the rectangle breach jointly rod structure schematic diagram of the end edge of square tube.
Gap position when accompanying drawing 4 expression engages between the adjacent post concerns schematic diagram, and wherein, Fig. 4 (a) and Fig. 4 (b) are notch part 16, the 36 mutual neighbours' of adjacent post 11,31 structural representation; Accompanying drawing 4 (c) and Fig. 4 (d) are notch part 16, the 36 mutual non-conterminous structural representations of adjacent post 11,31.
The lower floor of accompanying drawing 5 embodiment 2 uses the syndeton schematic diagram of post with post and upper strata.
The upper strata of accompanying drawing 6 embodiment 2 schematic diagram of the horizontal joint of post.
Symbol description 1,101 substrustion member unit 2,102 superstructure member units 11,111 lower floors post 12,22 beams 13,23,113,123 the horizontal joint 14,24,124,124b through hole 15 bolts 16,26,126 notch parts, 19 protuberances, 21,121 upper stratas post 25,125 nut 26a, the modular house of a part 27,28 reinforcement plate 29 locating holes, 115 external thread part 124a guide part A of 26b notch part
The specific embodiment
As shown in Figure 2, the lower floor of present embodiment reaches the upper strata with post 21 with post 11, is foursquare cylindrical material, is that so-called square tube constitutes that by section its top is provided with the horizontal joint 13,23.This horizontal joint 13,23 is with whole the shutting of square tube top end opening portion of hollow tube-shape.In addition, this horizontal joint 13,23 is bigger slightly than the section configuration of above-mentioned two posts 11,12, also is foursquare, and simultaneously, portion is provided with through hole 14 in the central.
As mentioned above, because lower floor respectively is provided with the horizontal joint 13,23 with post 11 and upper strata with post 21.So when superstructure member 2 was spliced toward the top of lower floor's building unit 1, this horizontal joint 13,23 formed relative mated condition.And when two the horizontal joint 13,23 dock unanimity fully, its central through hole 14,24 also will connect on same straight line continuously.Therefore, as shown in the figure, single bolt 15 can insert above-mentioned both sides' through hole 14,24.So just bolt 15 can be inserted with post 11 from lower floor, lead to the upper strata with post 21, and at its head nut 25 of screwing on, two the horizontal joint 13,23 that connect just can be finished and dock relatively.
See Fig. 2 again, lower floor uses near the top of post 21 with post 11 and upper strata, and the partial portion in the side that constitutes square tube is provided with notch part 16,26.This notch part 16,26 connects tube wall, can lead to hollow tube inside, so by this notch part 16, can use the inner erection bolt 15 of hollow and the nut 25 of post 21 in lower floor with post 11 and upper strata.
Again described notch part 16,26 and structure on every side thereof are done below and be described in detail.Because lower floor is symmetrical with the notch part of upper strata usefulness post 21 with the notch part of post 11, so only a side's wherein the upper strata structure with post 21 is described.At first, as previously mentioned, the notch part 26 of post 21 is arranged near the lower end.As shown in Figure 3, with constitute the upper strata with post 21 square sections wherein one jiao be the center, the part on the limit on its both sides connects together.That is to say that constitute in four sides of square tube, two adjacent side are provided with notch part 26a, 26b, these two notch part 26a, 26b connect together, and constitute single notch part 26, shown in Fig. 3 (a).In addition, above-mentioned two notch part 26a, 26b shape separately, size is identical.Form the rectangle breach jointly with one side of the end edge of this square tube, shown in Fig. 3 (b).The size of the notch part 26 in the present embodiment is such: separately wide about 70mm of notch part 26a, the 26b on the individual side, be about 100mm, the size that two notch part 26a, 26b connect together is, long constant still be 100mm, widely multiply by 2 square root by 70mm and calculate, be about 110mm.Also constitute the sidewall of above-mentioned upper strata with the square tube of post 21 because this notch part 26 connects, nut 25 (or nut 15) so can pass through notch part 26, is placed in the inboard of the horizontal joint 23 in straight-through hollow inside.
As shown in Figure 3, being provided with on two sides of above-mentioned notch part 26, be respectively equipped with stiffener 27,28, these stiffener 27,28 solid weldings are near notch part 26, and its shape and size are identical.The shape of the above-mentioned stiffener 27,28 of present embodiment is minor face 120mm, the rectangle of long limit 150mm.Its thickness of slab is identical with the wall thickness of the square tube of post 21 with the formation upper strata.Therefore, above-mentioned stiffener 27,28 is greater than the notch part 26a, the 26b that cut from two sides, and weight also wants big.Moreover a minor face of above-mentioned rectangle stiffener 27,28 docks fixing with aforesaid the horizontal joint 23, can be considered as the part of this square tube side.
Described stiffener 27,28, the first has been arranged, can make the overall weight uniform distribution on the horizontal joint 11,21.On the side of notch part 26a, 26b fixedly behind the stiffener 27,28, the weight of this side is compensated, and can make the upper strata consistent with the center line of this post 21 with the whole position of centre of gravity of post 21.Therefore, when the center through hole 24 of utilizing the horizontal joint 23, when docking with post 11 with lower floor, the overall weight on the horizontal joint 11,21 can uniform distribution.The second, the weight of this building unit 2 has been concentrated with on the lower end of post 21 in the upper strata, and in addition, there is identical weight in lower floor with also acting on the upper end of post 11.In order to support above-mentioned weight, the part that notch part can not be supported is compensated, and is provided with stiffener 27,28.Just, this upper strata is provided with the horizontal joint 23 with the lower end of post 21, is fixing on this horizontal joint 23 and is excising the whole ora terminalis that stay behind the breach, and be provided with the side of notch part 26, can not fix with the horizontal joint 23 because of the existence of notch part.Like this, acted on the weight of upper strata originally with post 21 ends, will focus on around the notch part on.Therefore, in order to disperse this concentrated weight, add upper reinforcing plate 27,28 on the peripheral remaining side of this notch part 26, and make 27,28 ora terminalis fixing in the horizontal joint 23, like this, above-mentioned weight just can be distributed on the stiffener 27,28.
As mentioned above, stiffener the 27, the 28th is established with the center of gravity of post 21 and the intensity of keeping the post 21 that is subjected to the weight effect in order to adjust the upper strata.And this load that acts on the post 11,21 is mainly compression load, concentrates so needn't consider the stress that notch part 26 is caused.In addition, as shown in Figure 1, judge that transverse direction does not have big active force, so as long as consider that the compression load on the vertical direction is just enough from the integral body of self-contained flat A.
Shown in Fig. 3 (a), on the horizontal joint 23 of upper strata, be provided with through hole 24 with the lower end of post 21, and locating hole 29.Yet, as shown in Figure 2, on lower floor's upper end the horizontal joint 13, be provided with protuberance protruding upward 19 with post 11.At this moment, if when splicing superstructure member 2 to substrustion member 1, this lower floor will be imported in the locating hole 29 with the protuberance of post 11, so just can position with post 21 upper strata.That is to say that the position that is provided with that position and locating hole 29 are set of described protuberance 19 is respectively with through hole 14,24 equidistant configurations, so after protuberance embedded locating hole, both sides' through hole 14,24 just in time above-below direction connected continuously.
Present embodiment is as above-mentioned formation.Should be how four sides that constitute post 11,21 wherein notch part is set on two, this configuring condition with this post 11,21 is relevant.If consider, as shown in Figure 4, four kinds of forms can be arranged from the relation of adjacent post of the same race 11,21.From the compression load of vertical direction, the effect of these four kinds of forms all is the same.But during as the self-contained flat A offset from center of Fig. 1, can envision has certain lateral force to take place, and at this moment the notch part position is adjusted, and can produce effect.In addition, in Fig. 4 (a) and Fig. 4 (b), the notch part 16,36 of adjacent post 11,31 is placed bolt because of mutual neighbour in the inside toward post 11,31, during nut, because notch part is big, so operation is convenient.
In Fig. 4 of described form (a), on the side that notch part 16,36 should be set because do not have beam material 3a, 3b, 4a, 4b to connect, thus can by the foregoing description as shown in Figure 3, notch part 26 and stiffener 27,28 are set.But in the occasion of Fig. 4 (b), (c), the side in the side that notch part 26 and stiffener 27 or 28 should be set is connected to beam 3a, 3b or 4a, 4b, thus the notch part 26 and the stiffener the 27, the 28th of enough sizes will be set, difficult.At this moment can only dwindle the notch part size and handle, correspondingly stiffener 27,28 also should dwindle.Under the situation of Fig. 4 (d), because should being set, the side both sides of notch part 26 and stiffener 27,28 are connected to beam 3a, 3b, 4a, 4b, so also can only handle with the size of notch part size of dwindling both sides and stiffener 27,28.
In occasion shown in Figure 4,, also can connect between this parallel girder no matter which kind of form all has parallel girder to exist.At this moment by shown in Figure 2, on the position relative to each other of parallel girder 3a, 3b the 31a of sheet material of the same race, 31b, outstanding being fixed on the beam is provided with through hole on this protuberance 32a, the 32b, and the connector 33 that can be connected with 31a, 31b simultaneously with bolt 34 and nut 35 connects again.Above-mentioned like this both sides' beam 3a, 3b just can connect.So, rely on being connected to each other of parallel girder adjacent to each other, just can tackle the horizontal force that acts on the building unit 1,2.
When superstructure member 102 is spliced on lower floor's building unit 101, protrude in external thread part 115 existence of lower floor because have with the horizontal joint 113 of post 111, when this external screw thread inserted the upper strata with the through hole 124 on the horizontal joint 123 of post 121, lower floor just was connected by external thread part 115 with the central authorities of upper strata with post 121 with the central authorities of post 111.And above-mentioned external screw thread 115 is to be fixed on lower floor to use on the horizontal joint 113 of post 111, so when external screw thread 115 and nut 125 are spirally connected, to external screw thread 115, do not need any device for fastening, as long as there is the screwing tool of nut 125 just enough.This instrument can insert the inboard of upper strata with post 121 by described notch part 126.
In described embodiment 2, because can rely on external thread part 115 and through hole 124, levels is engaged with post 111,121 state on request, so there is no need to be provided with as the location among the embodiment 1 protuberance 19 and locating hole 29, as shown in Figure 2.In addition, in described embodiment 2, external thread part 115 is arranged on lower floor and uses on the horizontal joint 113 of post 111, and this external screw thread 115 also can be arranged on the upper strata with on the horizontal joint 123 of post 121, at this moment, on lower floor's the horizontal joint 113 with post 111 through hole 124 being set gets final product.
As mentioned above, the occasion that positions with external thread part 115 and through hole 124, can be by shown in Fig. 6 (a), on the inboard of the post 121 of the horizontal joint 123a, the pad 123b of nut 125 is set, and taper guide part 124a is set on the horizontal joint 123, through hole 124b is set on nut shim 123b, like this, in the time of can making external thread part 115 insert through hole 124b,, can the head of external thread part 115 be led because the existence of guide part 124a is arranged.Equally, also can increase the thickness of slab of the horizontal joint 123, guide part 124a and through hole 124b are set in this thickness range, form the one design, can insert through hole 124b to external thread part 115 equally and lead easily by shown in Fig. 6 (b).
If by above-mentioned guide part 124a and the 124b of being provided with like that, the lower floor that also can be used for substrustion member 101 is with engaging between the fot screw on the foundation of post 111 and building.That is to say, can be by shown in Fig. 6 (b), lower floor is thickened with the horizontal joint 223 of post 211, the through hole 224b that can insert fot screw 215 and the integrative-structure of guide part 224a are set on this horizontal joint 223 again, like this, fot screw 215 just can engage by institute's allocation with post 211 with lower floor.At this moment, because be provided with aforesaid notch part 126 (as shown in Figure 5) near with the lower end of post 211, can nuts 125 be installed by this notch part 126 in lower floor.
The embodiment of syndeton of the present invention as mentioned above.When using the joint method of embodiment 1, at first lower floor is embedded the upper strata with in the locating hole 29 on the post 21 with the protuberance on the post 11 19, upper strata member 2 is spliced on lower floor's member 1.In this splicing, the upper strata is communicated with the through hole 14 on the horizontal joint 13 of post 11 with lower floor with the through hole 24 on the horizontal joint 23 of post 21.Under this state,, bolt 15 or nut 25 can be placed the inside of post 11,21, after they are tightened, two the horizontal joint 13,23 are engaged by the notch part 16,26 on two posts 11,12.At this moment, necessary device for screwing up (not marking among the figure) when 25 on bolt 15 and nut are tightened can pass through above-mentioned notch part 16,26, stretches into the inside of two posts 11,12 and carries out tightening operation.
Embodiments of the invention but also have other kind form as mentioned above in design scope of the present invention.For example, the notch part 26 that in examples of implementation, describes in detail, stiffener 27,28 not necessarily will be got rectangle, and the square tube section configuration of post 11,21 is not necessarily wanted square, also can be other shape or pipe.
Claims (8)
1, build the joint construction and the joint method of member unit, syndeton for a kind of substrustion element of construction and superstructure element of construction, it is characterized in that: in the lower floor that constitutes above-mentioned building structure lower layer components with the post upper end and constitute on the usefulness post lower end, upper strata of above-mentioned building structure assembly, splice the mutually horizontal integration face of usefulness of above-mentioned two members is set, and the central authorities on this mating face are provided with through hole separately, then, at least cut out breach in described levels with near the post body surface the horizontal joint of one of post, when described horizontal plane is docked, insert bolt and in through hole, tighten up.
2, the joint construction and the joint method of building unit according to claim 1 unit is characterized in that: cut out breach in described levels separately with near the post body surface the horizontal joint of post.
3, the joint construction and the joint method of building unit according to claim 2 unit, it is characterized in that: on described lower floor the horizontal joint with a certain side of post or upper strata usefulness post, the protuberance of location usefulness is set, the locating hole that embeds above-mentioned protuberance is set on the opposing party's horizontal integration face again, when described protuberance embeds locating hole, the through hole of two the horizontal joint is connected.
4, the joint construction and the joint method of building unit according to claim 1 unit, it is characterized in that: in substrustion element of construction and the superstructure element of construction, in the lower floor that constitutes described building structure lower layer components with the post upper end and constitute on the usefulness post lower end, upper strata of described building structure assembly, splice mutually the horizontal joint of usefulness of above-mentioned two members is set, and the central authorities on the side plane on this two mating face are provided with the external thread part of protrusion along the length direction of post, simultaneously through hole is set in the horizontal composition plane of the opposing party central authorities, and minimumly to cut out breach on the cylinder being provided with near the plane of through hole, then bolt is inserted above-mentioned through hole, make the horizontal plane butt joint, the horizontal plane that is provided with through hole is clamped.
5, the joint construction and the joint method of building unit according to claim 1 and 2 unit is characterized in that: described lower floor is that section configuration is tetragonal tubular column with post and upper strata with post; Described notch part is the notch part that is arranged at the tubular column side, the stiffener that nearby is fixed with the regulation area of this notch part.
6, the joint construction and the joint method of building unit according to claim 1 and 2 unit is characterized in that: described lower floor is that section configuration is tetragonal tubular column with post and upper strata with post; Described notch part is the continuous notch part that is arranged on the adjacent two sides of above-mentioned tubular column, and is fixed with stiffener in the both sides of this notch part.
7, joint construction and joint method according to claim 1 or 2 or 4 described building unit unit, it is characterized in that: constituting the substrustion member, section is that the lower floor of quadrangle tubular uses post and constitutes the superstructure member, section is that the upper strata of quadrangle tubular is used in the syndeton of post, the notch part of prescribed limit is set on the side near with the lower end of post on described upper strata, and at the fixing stiffener of the both side surface of this notch part, again described lower floor with the upper end of post near in accordance with regulations scope cut out and described upper strata with the notch part of post notch part symmetry, and at the fixing stiffener of the both side surface of this notch part.When the horizontal joint of this two building unit is docked mutually relatively, utilize above-mentioned notch part, bolt is inserted the through hole that is arranged on these two the horizontal joint central authorities, and the nut of screwing on tightens up the butt joint of two horizontal planes.
8, joint construction and joint method according to claim 1 or 2 or 3 or 4 or 5 or 6 described building unit unit, it is characterized in that: bolt is inserted in the side be arranged on the levels building unit the horizontal joint that should connect or both sides' the through hole, by above-mentioned notch part tightening tool is stretched into column body again, screw bolt and nut is tightened.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001389699 | 2001-12-21 | ||
| JP2001389699A JP3655584B2 (en) | 2001-12-21 | 2001-12-21 | Column structure of building unit |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1428486A true CN1428486A (en) | 2003-07-09 |
| CN1191416C CN1191416C (en) | 2005-03-02 |
Family
ID=19188282
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB021568383A Expired - Fee Related CN1191416C (en) | 2001-12-21 | 2002-12-19 | Joint structure and method for building structural component unit |
Country Status (2)
| Country | Link |
|---|---|
| JP (1) | JP3655584B2 (en) |
| CN (1) | CN1191416C (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN100489204C (en) * | 2004-11-25 | 2009-05-20 | 新日本制铁株式会社 | Joint fitting between members and joint structure and joining method of upper and lower floor vertical frame members |
| CN102216539A (en) * | 2008-09-18 | 2011-10-12 | 伊克专利及智权控股有限公司 | Unitised building system |
| CN103339331A (en) * | 2010-12-17 | 2013-10-02 | 株式会社发展 | Container and connecting jig for container |
| CN104213637A (en) * | 2014-08-11 | 2014-12-17 | 美国国绿投资集团 | Integrated type steel structure building |
| CN104328839A (en) * | 2014-08-11 | 2015-02-04 | 美国国绿投资集团 | Connecting structure for column bearing integrated building modules |
| CN105102735A (en) * | 2013-01-27 | 2015-11-25 | 康克斯科技公司 | Dual-function, sequential-task, lug-registry, pick and stack-align building-component handling system |
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| WO2011010300A2 (en) * | 2009-07-23 | 2011-01-27 | Biomedy Limited | A structural module for construction of buildings |
| KR100976934B1 (en) | 2010-04-09 | 2010-08-18 | 노희숙 | The structure of assembly construction |
| JP5567938B2 (en) * | 2010-08-24 | 2014-08-06 | 康納 沈 | Pile foundation for house unit |
| CN103221621B (en) * | 2010-11-24 | 2015-04-22 | 渡边劝 | Connection method for container-type unit building |
| JP5926573B2 (en) * | 2012-02-17 | 2016-05-25 | 積水化学工業株式会社 | Column connection method, building unit, column connection structure and joint tweezers |
| CN107675895A (en) * | 2017-09-22 | 2018-02-09 | 中集模块化建筑投资有限公司 | Locating connector, the system that is located by connecting, building block device and connection method |
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| CN108867877A (en) * | 2018-08-23 | 2018-11-23 | 上海迅铸建筑科技有限公司 | Modular architectural connecting joint structure |
| KR102426681B1 (en) * | 2020-09-29 | 2022-07-27 | 디엘이앤씨 주식회사 | Non-welded modular unit |
| KR102604191B1 (en) * | 2021-01-04 | 2023-11-17 | 삼성물산 주식회사 | Combined structure of individual modules forming modular structure and construction method of modular structure using the same |
| CN113062453B (en) * | 2021-03-24 | 2022-09-02 | 机械工业第九设计研究院股份有限公司 | Assembled steel construction building special-shaped structure post |
| JP7127921B1 (en) * | 2022-04-18 | 2022-08-30 | 株式会社Ｅｉｚｅｎホールディングス | building unit |
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2001
- 2001-12-21 JP JP2001389699A patent/JP3655584B2/en not_active Expired - Fee Related
-
2002
- 2002-12-19 CN CNB021568383A patent/CN1191416C/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100489204C (en) * | 2004-11-25 | 2009-05-20 | 新日本制铁株式会社 | Joint fitting between members and joint structure and joining method of upper and lower floor vertical frame members |
| CN102216539A (en) * | 2008-09-18 | 2011-10-12 | 伊克专利及智权控股有限公司 | Unitised building system |
| CN102216539B (en) * | 2008-09-18 | 2014-12-17 | 伊克专利及智权控股有限公司 | Unitised building system |
| CN103339331A (en) * | 2010-12-17 | 2013-10-02 | 株式会社发展 | Container and connecting jig for container |
| CN103339331B (en) * | 2010-12-17 | 2016-03-23 | 株式会社发展 | The jockey of container and container |
| CN105102735A (en) * | 2013-01-27 | 2015-11-25 | 康克斯科技公司 | Dual-function, sequential-task, lug-registry, pick and stack-align building-component handling system |
| CN105102735B (en) * | 2013-01-27 | 2017-06-23 | 康克斯科技公司 | Difunctional, serial task, lug registration, pickup and stacking alignment building component processing system |
| CN104213637A (en) * | 2014-08-11 | 2014-12-17 | 美国国绿投资集团 | Integrated type steel structure building |
| CN104328839A (en) * | 2014-08-11 | 2015-02-04 | 美国国绿投资集团 | Connecting structure for column bearing integrated building modules |
| CN104328839B (en) * | 2014-08-11 | 2017-01-18 | 美国国绿投资集团 | Connecting structure for column bearing integrated building modules |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3655584B2 (en) | 2005-06-02 |
| JP2003184184A (en) | 2003-07-03 |
| CN1191416C (en) | 2005-03-02 |
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