JP2016191211A - Unit member - Google Patents
Unit member Download PDFInfo
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- JP2016191211A JP2016191211A JP2015070637A JP2015070637A JP2016191211A JP 2016191211 A JP2016191211 A JP 2016191211A JP 2015070637 A JP2015070637 A JP 2015070637A JP 2015070637 A JP2015070637 A JP 2015070637A JP 2016191211 A JP2016191211 A JP 2016191211A
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- unit
- state
- base
- boss
- unit member
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- 239000000463 material Substances 0.000 claims description 7
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 230000008878 coupling Effects 0.000 abstract description 3
- 238000010168 coupling process Methods 0.000 abstract description 3
- 238000005859 coupling reaction Methods 0.000 abstract description 3
- 239000008239 natural water Substances 0.000 abstract description 3
- 230000035699 permeability Effects 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 238000010276 construction Methods 0.000 description 5
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000003475 lamination Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Landscapes
- Sewage (AREA)
Abstract
Description
本発明は、通水性を有する構造体や自然水を貯留する構造体、あるいは水上に浮かべ、また水中に沈める構造体、その他各種用途の構造体の構築に使用することができるユニット部材に関するものである。 The present invention relates to a unit member that can be used to construct a structure having water permeability, a structure that stores natural water, a structure that floats on water and sinks in water, and other structures for various uses. is there.
従来、基盤上に一つまたは複数の突出部を設けて強度を高めると共に、互いの突出部を対向接触させた上これを固定し、これを複数単位、縦横および高さ方向に連結することにより、各種の構造体を構築するためユニット部材がある。(例えは特許文献1参照。) Conventionally, by providing one or a plurality of protrusions on the base to increase the strength and fixing the protrusions in contact with each other and connecting them in a plurality of units, vertically and horizontally, and in the height direction There are unit members for constructing various structures. (For example, see Patent Document 1.)
そして、これは地下貯水槽の構築用として(例えば特許文献2参照。)、堤防構築用として(例えば特許文献3参照。)、水路構築用として(例えば特許文献4参照。)等、各種用途の構築用ユニット部材として用いられている。 And this is for various uses, such as for the construction of underground water storage tanks (for example, see Patent Document 2), for the construction of embankments (for example, see Patent Document 3), for the construction of water channels (for example, see Patent Document 4). It is used as a building unit member.
上記したような用途に用いられるユニット部材は、互いの突出部を突き合せた状態で対向させたものを一単位とし、これを複数単位縦方向に積層した状態で使用するものであったため、その全体の側面部分で支えておかないと、地震等が生じた際に倒壊する恐れがあった。特に横振れに対しては、単位ユニット間にズレを生じてしまう心配があった。 The unit member used for the above-mentioned application is one unit that is opposed to each other in a state where the protruding portions are butted together, and this is used in a state where a plurality of units are stacked in the vertical direction. If it was not supported by the entire side, there was a risk of collapse when an earthquake occurred. In particular, there is a concern that a deviation may occur between the unit units with respect to the lateral shake.
本発明はこのような既存のユニット部材において生じた問題の解決化を図った新規の「ユニット部材」を提供するものである。 The present invention provides a novel “unit member” that solves the problems caused in such existing unit members.
本発明は請求項1に記載のように、矩形状を呈する基盤部の一面に、複数の柱状または筒状の突出部を設けて成るユニット部材単体を、互いの突出部を突き合せた状態で対向させたものを一単位とし、これを複数単位積重ねた状態で貫通させるための支持用柱体に対する挿通用孔を、基盤部の所要箇所に開設し、更に、上記のように積重ねられて隣り合うもの同志を互いに連結するための梁材に対する連結手段を、各基盤部の側縁に設けるように構成したユニット部材に係る。 According to the first aspect of the present invention, in the state in which the unit member single body formed by providing a plurality of columnar or cylindrical projecting portions on one surface of the base portion having a rectangular shape is in a state where the projecting portions are abutted with each other. Opening holes for supporting pillars for passing through the unit in a state where a plurality of units are stacked in a state where they are opposed to each other, are opened at required positions of the base portion, and are stacked as described above and adjacent to each other. The present invention relates to a unit member configured to provide connection means for beam members for connecting mating members to each other at the side edges of each base portion.
本発明は請求項2に記載のように、基盤部の側縁に設ける連結手段として、基盤部の反突出部形成面側の周縁部に凹溝を形成すると共に、その内部にボス状突起を所定間隔を保って列設させ、かつ、一対を成す上下のユニット部材単体のそれぞれに形成されている当該ボス状突起を同一直線状に位置させ、所要の梁材の端部に形成する連結用係合片を、上記のように対向状態にあるボス状突起を夫々上下部に嵌合可能とする管状体とし、当該管状体の直径は、前記凹溝の溝幅にしっくりと嵌合或は近接する直径を具えたものとした請求項1に記載のユニット部材を実施の態様とする。 According to the second aspect of the present invention, as a connection means provided on the side edge of the base portion, a concave groove is formed in the peripheral edge portion of the base portion on the side opposite to the protruding portion, and a boss-like protrusion is formed inside the groove For connection, the boss-like projections formed on each of the pair of upper and lower unit members are positioned on the same straight line and formed at the end of the required beam material, arranged in a row at a predetermined interval. The engaging piece is a tubular body that allows the boss-like projections in the opposed state as described above to be fitted to the upper and lower parts, respectively, and the diameter of the tubular body fits closely to the groove width of the concave groove or The unit member according to claim 1, which has an adjacent diameter, is an embodiment.
本発明は請求項1に記載のような構成の採用に基づき、積み重ねられた複数単位のユニット部材は、柱体に依る貫通支持状態に保たれるため、地震等の発生に基づく横揺れ及び縦揺れに対する極めて強固な堅牢性を発揮させることができる。更に、複数単位のユニット部材に対して一括的なる補強作業で目的が達成されるため、その作業の容易性及び迅速性が図られる。そして、梁材の連結に基づき互いの横方向の結合性において、前記柱体に依る縦方向の支持強化も相俟って、その互助的支持が強化されることとなる。 The present invention is based on the use of the structure as set forth in claim 1, and the stacked unit members are maintained in a through-supporting state depending on the pillars. Extremely strong robustness against shaking can be exhibited. Furthermore, since the object is achieved by the collective reinforcement work for a plurality of unit members, the work is easy and quick. Then, in the mutual connectivity in the lateral direction based on the connection of the beam members, the mutual support is strengthened together with the longitudinal support reinforcement due to the pillars.
本発明は、請求項2に記載のような構成に基づき、上下のボス状突起5に嵌合させた管状体7の表面が、凹溝4の両側の内壁に接触或は近接することにより、連結用係合片6の嵌合部分における反り発生が阻止され、確固たる直線状態を保持させるため、地震発生時の横揺れ等の力が働いた際に、反り発生に基づき離脱してしまう、と言うような恐れを皆無とし、確固たる梁材の連結が保持される。同時に、このような嵌合形態は、対を成すユニット部材単体相互の、補助的結合性の強化目的の達成も同時に図られる。 According to the present invention, the surface of the tubular body 7 fitted to the upper and lower boss-like protrusions 5 is in contact with or close to the inner walls on both sides of the concave groove 4 based on the configuration as described in claim 2. In order to prevent warping from occurring in the fitting portion of the connecting engagement piece 6 and to maintain a firm linear state, when a force such as a roll at the time of the occurrence of an earthquake is applied, it will be disengaged based on the occurrence of warping. There is no such fear, and a firm connection of beams is maintained. At the same time, such a fitting form can simultaneously achieve the purpose of enhancing the auxiliary connectivity between the unit members constituting a pair.
本発明は、通水性を有する構造体や自然水を貯留する構造体、あるいは水上に浮かべ、また水中に沈める構造体、その他各種用途の構造体の構築目的を達成するためのユニット部材に関する。 The present invention relates to a unit member for achieving the purpose of constructing a structure having water permeability, a structure that stores natural water, a structure that floats on water or sinks in water, and other structures for various uses.
図2乃至図5は本発明の要旨部材たるユニット部材単体Aを表したものである。すなわち、当該ユニット部材単体Aは矩形状基盤部1の中心部に裁頭円錐形または円筒形を呈しかつ底面を開口面とすると共に上面を閉鎖面とする突出部2を一体形成したものである。 なお、当該ユニット部材単体Aは公知技術に属するため、これに関する詳細な説明は省略する 2 to 5 show a unit member simple substance A which is a gist member of the present invention. That is, the unit member single A is formed by integrally forming a protruding portion 2 having a truncated conical shape or a cylindrical shape at the center of the rectangular base portion 1 and having a bottom surface as an opening surface and a top surface as a closing surface. . In addition, since the said unit member single-piece | unit A belongs to well-known technology, detailed description regarding this is abbreviate | omitted.
上記したユニット部材単体Aであるが、これは二個を一対とし、すなわち、互いの突出部2を対向接触させたものを一対とし、これを複数単位縦横に連結することにより、構築用に供するものである。なお、図面に示す実施例にあっては、基盤部1を正方形状としてあるが、これは長方形状のものであても可とする。 Although it is the unit member simple substance A described above, this is a pair of two, that is, a pair of the projecting portions 2 facing each other, and a pair of them, which are connected to a plurality of units vertically and horizontally, and used for construction. Is. In the embodiment shown in the drawings, the base portion 1 has a square shape, but it may be a rectangular shape.
そして本発明は、上記したようなユニット部材単体の一対の連結状態を含めて、これの複数単位の積層状態の堅牢性を付与させるように構成したことを特徴とするものである。 And this invention is comprised so that the robustness of the lamination | stacking state of this multiple unit including the above-mentioned paired connection state of the unit member simple substance may be provided.
3は基盤部1の表面を貫通させるようにして開設した挿通孔であって、所定の支持用柱体Bを挿通させるためのものである。すなわち、上記一対のものを複数単位縦方向に積層し、これを一括して支持用柱体Bを貫通させることによって、串刺し的にしてかつ互いに密着した状態で各ユニット部材単体相互、並びに、これの―対のもの相互を、同時に固定化するように構成したものである。 Reference numeral 3 denotes an insertion hole which is opened so as to penetrate the surface of the base portion 1 and is used for inserting a predetermined supporting column B. That is, by stacking a plurality of units in the vertical direction and penetrating them through the supporting pillars B in a lump, the unit members are connected to each other in a state of being skewered and in close contact with each other. It is configured to fix each other's pair at the same time.
ところで、上記した挿通孔3であるが、図2乃至図5に示す実施例にあっては、基盤部1の縦横方向に四か所開設するように構成してあるが、これは横方向に二か所開設するか、或は、図8に示すように中央に一か所開設するように構成しても良い。そして、その形状であるが、図2及び図3に示すように正四角形状、図8に示すように円形状のものであっても良い。更に、作業性の観点を度外視すれば、長方形を含む適宜な矩形状、三角形状、楕円形状、若しくは所要の多角形状等任意なものであって可とし、その形状の限定性は無く、また、その基盤部1に対する開設個所及び開設数においても限定性は存在しない。要は柱体による一括的貫通を可能化するものであれば、その個数及び形状に対する実施上の制限性は存在しない。柱体の形態は挿通孔に即応したものとすることは勿論である。 By the way, although it is the above-mentioned insertion hole 3, in the Example shown in FIG. 2 thru | or FIG. 5, it is comprised so that four places may be opened in the vertical and horizontal direction of the base | substrate part 1, but this is horizontal. Two places may be opened, or one place may be opened in the center as shown in FIG. The shape may be a regular square shape as shown in FIGS. 2 and 3 or a circular shape as shown in FIG. Furthermore, if the viewpoint of workability is not considered, it can be any suitable rectangular shape including a rectangle, a triangular shape, an elliptical shape, or a required polygonal shape, and there is no limitation of the shape, There is no limit to the number of establishments and the number of establishments for the base part 1. The point is that there is no practical limitation on the number and shape of the pillars as long as they can be collectively penetrated by the pillars. Needless to say, the form of the column body is adapted to the insertion hole.
Cは基盤部1の側縁部分に形成した連結手段であって、図示の実施例にあっては、基盤部1の反突出部形成面側の周縁部に凹溝4を形成すると共に、その内部にボス状突起5が所定間隔を保って列設されており、一対を成す上下のユニット部材単体のそれぞれに形成されている当該ボス状突起5は、同一直線状に位置された状態で対向するように構成してある。そして所要の梁材Dの端部に形成する連結用係合片として、上記のように対向状態にあるボス状突起5を夫々嵌合可能とする管状体6とするように構成してある(図6及び図7参照。)。 C is a connecting means formed on the side edge portion of the base portion 1. In the illustrated embodiment, the concave portion 4 is formed in the peripheral portion of the base portion 1 on the side opposite to the protruding portion, and Boss-like projections 5 are arranged in a row at a predetermined interval inside, and the boss-like projections 5 formed on each of a pair of upper and lower unit members are opposed to each other while being positioned in the same straight line. It is comprised so that it may do. And as a connection engagement piece formed in the edge part of the required beam material D, it is comprised so that it may become the tubular body 6 which can each fit the boss-like protrusion 5 in an opposing state as mentioned above ( (See FIGS. 6 and 7.)
そして、当該管状体6の直径は、前記凹溝4の溝幅内(内外両側の溝壁面)にしっくりと嵌合或は近接可能とする程度の直径を具えたものとするように構成してある。 And the diameter of the said tubular body 6 shall be comprised so that it might have the diameter of the grade which can fit or approach closely within the groove width (groove wall surface of both inside and outside) of the said groove 4 is there.
すなわち、上記した連結手段の場合、図6に示すように、上下のボス状突起5に嵌合させた管状体6の表面が、凹溝4の両側の溝壁に接触或は近接するように構成することにより、連結用係合片の嵌合部分において反りが生じることなく確固たる直線状態を保持されるように構成してある。これにより、地震発生時等の横揺れに対して反り発生に依る離脱を招くことなく、強い耐性が発揮されるように構成してある。 That is, in the case of the connecting means described above, as shown in FIG. 6, the surface of the tubular body 6 fitted to the upper and lower boss-like projections 5 is in contact with or close to the groove walls on both sides of the groove 4. By configuring, it is configured to maintain a firm linear state without warping in the fitting portion of the coupling engagement piece. Thereby, it is comprised so that strong tolerance may be exhibited, without causing the separation | severance by the generation | occurrence | production of curvature with respect to the rolling at the time of an earthquake occurrence.
そして、このような反りの生じない嵌合形態は、対を成すユニット部材単体相互の、補助的結合性の強化目的も同時に図られることとなる。(なお、主たる結合性は柱体Bの支持に基づく。) And the fitting form which does not generate | occur | produce such a curvature will also aim at the reinforcement | strengthening of the auxiliary | assistant coupling | bonding property between the unit members which comprise a pair simultaneously. (Note that the main connectivity is based on the support of the column B.)
ところで、本発明において採用する梁材の連結手段としては、上記に限定されるものではなく、その他適宜な手段で実施することも可能である。 By the way, the connecting means of the beam material employed in the present invention is not limited to the above, and can be implemented by other appropriate means.
図1は本発明に依り組み立てた構築体を表したものであって、所要の現場においてこのように組み立てることにより、目的とする構築体を形成するものである。 FIG. 1 shows a structure assembled according to the present invention, and the target structure is formed by assembling in this manner at a required site.
A ユニット部材単体
1 基盤部
2 突出部
B 柱体
3 挿通孔
C 連結手段
4 凹溝
5 ボス状突起
D 梁材
6 管状体
A Single unit member 1 Base part 2 Projection part B Column 3 Insertion hole C Connection means 4 Concave groove 5 Boss-like projection
D Beam material 6 Tubular body
Claims (2)
As a connecting means provided on the side edge of the base part, a concave groove is formed in the peripheral part of the base part on the anti-projection part forming surface side, and boss-like protrusions are arranged inside the base part at a predetermined interval. The boss-like projections formed on each of the upper and lower unit members constituting the same are positioned on the same straight line, and the connecting engagement pieces formed on the end portions of the required beam members are placed in the opposed state as described above. Each boss-like protrusion is a tubular body that can be fitted to the upper and lower parts, and the diameter of the tubular body is such that it has a diameter that fits closely to or close to the groove width of the groove. The unit member according to claim 1.
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JP2016191211A true JP2016191211A (en) | 2016-11-10 |
JP6644235B2 JP6644235B2 (en) | 2020-02-12 |
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Cited By (1)
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JP2016191212A (en) * | 2015-03-31 | 2016-11-10 | 株式会社 林物産発明研究所 | Unit member |
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JP2000087396A (en) * | 1998-09-16 | 2000-03-28 | Shinichiro Hayashi | Unit member |
JP2001355259A (en) * | 2000-06-14 | 2001-12-26 | Shinichiro Hayashi | Structural body |
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JP2008255767A (en) * | 2006-10-24 | 2008-10-23 | Hayashi Bussan Hatsumei Kenkyusho:Kk | Reinforced storage and penetration facility for rainwater or the like |
KR101121820B1 (en) * | 2010-01-20 | 2012-03-16 | 주식회사 봄에코텍 | Skeleton block, assembling structure of skeleton blocks, method for improving skeleton block's creep resistance, and method for improving shear load resistance or inclined directional load resistance of assembling structure of skeleton blocks |
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JP2019138079A (en) * | 2018-02-13 | 2019-08-22 | 株式会社 林物産発明研究所 | Storage space for construction of storage tank of rainwater outflow suppression facility |
JP7190122B2 (en) | 2018-02-13 | 2022-12-15 | 株式会社 林物産発明研究所 | Storage space for building storage tanks for rainwater runoff control facilities |
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