JP6644235B2 - Unit members - Google Patents
Unit members Download PDFInfo
- Publication number
- JP6644235B2 JP6644235B2 JP2015070637A JP2015070637A JP6644235B2 JP 6644235 B2 JP6644235 B2 JP 6644235B2 JP 2015070637 A JP2015070637 A JP 2015070637A JP 2015070637 A JP2015070637 A JP 2015070637A JP 6644235 B2 JP6644235 B2 JP 6644235B2
- Authority
- JP
- Japan
- Prior art keywords
- unit
- boss
- tubular body
- concave groove
- diameter
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
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)
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 having a water-permeable structure, a structure for storing natural water, or a structure floating on water or submerged in water, and a unit member that can be used for construction of structures for various other 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 increasing the strength by providing one or more protrusions on the base, making the protrusions face each other and fixing them, and connecting them in multiple 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。 These are used for various purposes, such as for construction of an underground water storage tank (for example, see Patent Document 2), for embankment construction (for example, see Patent Document 3), and for waterway construction (for example, see Patent Document 4). It is used as a construction 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 in the above-mentioned applications is a unit that is opposed to each other with the protruding portions abutting each other, and is used in a state in which a plurality of units are vertically laminated, so that If not supported by the entire side, there is a risk of collapse when an earthquake or the like occurs. In particular, there was a concern that a displacement 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" which solves such a problem occurring in the existing unit member.
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 present invention, a unit member formed by providing a plurality of columnar or cylindrical protrusions on one surface of a rectangular base is provided in a state in which the protrusions abut each other. The facing unit is defined as one unit, and an insertion hole for the supporting pillar for penetrating the unit in a state of being stacked in a plurality of units is opened at a required portion of the base unit. The present invention relates to a unit member configured to provide a connecting means to a beam member for connecting mating members to each other, at a side edge 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 present invention, as the connecting means provided on the side edge of the base portion, a concave groove is formed in the peripheral portion on the side opposite to the protruding portion forming surface of the base portion, and a boss-like projection is formed therein. The boss-like projections formed on each of the upper and lower unit members forming a pair are positioned in the same straight line at predetermined intervals, and are formed at the ends of required beam members. The engagement piece is a tubular body that allows the boss-shaped protrusions facing each other to be fitted to the upper and lower portions as described above, and the diameter of the tubular body fits or fits perfectly to the groove width of the concave groove. A unit member according to claim 1, which has a diameter close to each other, 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 adoption of the configuration as set forth in claim 1, and the stacked unit members are maintained in a penetrating support state by the column, so that the roll and the vertical movement due to the occurrence of an earthquake or the like are performed. Extremely strong robustness against shaking can be exhibited. Further, since the purpose is achieved by the collective reinforcement work for a plurality of unit members, the work is facilitated and quick. Then, the mutual support in the horizontal direction based on the connection of the beam members is strengthened by the support in the vertical direction by the column body, and the mutual support is strengthened.
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 projections 5 contacts or comes close to the inner walls on both sides of the concave groove 4 based on the configuration as described in claim 2. The occurrence of warpage in the mating portion of the coupling engagement piece 6 is prevented, and in order to maintain a firm linear state, when a force such as a roll at the time of the occurrence of an earthquake is applied, the coupling member 6 is detached based on the warpage. There is no such fear, and a firm connection of the beams is maintained. At the same time, such a fitting form simultaneously achieves the purpose of enhancing the auxiliary connection between the unit members forming 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 a construction purpose of a structure having water permeability, a structure for storing natural water, a structure floating on water or submerged 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 single unit member A as a gist member of the present invention. That is, the unit member A alone has a truncated conical shape or a cylindrical shape formed at the center of the rectangular base portion 1 and integrally formed with the projection 2 having the bottom surface as the opening surface and the upper surface as the closing surface. . Since the unit member A belongs to a known technique, a detailed description thereof will be 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。 The unit member unit A described above is a pair of two units, that is, a pair in which the protruding portions 2 are in opposing contact with each other, and a plurality of units are connected vertically and horizontally to provide for construction. Things. In the embodiment shown in the drawings, the base 1 is square, but it may be rectangular.
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。 The present invention is characterized in that it is configured to impart the robustness of a stacked state of a plurality of units including a pair of connected states of the unit members alone as described above.
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 formed so as to penetrate the surface of the base portion 1 and through which a predetermined supporting column B is inserted. That is, by stacking the pair of units in the unit longitudinal direction, and by piercing the support pillars B collectively, each unit member unit is skewered and in close contact with each other, and -It is designed to immobilize pairs of objects 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, as for the above-mentioned insertion hole 3, in the embodiment shown in FIG. 2 to FIG. 5, four locations are formed in the vertical and horizontal directions of the base 1, but this is done in the horizontal direction. Two locations may be established, or one location may be established at the center as shown in FIG. The shape may be a square shape as shown in FIGS. 2 and 3, or a circular shape as shown in FIG. Furthermore, if the viewpoint of workability is neglected, any arbitrary shape such as an appropriate rectangular shape including a rectangle, a triangular shape, an elliptical shape, or a required polygonal shape is acceptable, and the shape is not limited, and There is no limitation on the location and the number of establishments for the base unit 1. The point is that there is no practical limitation on the number and shape of the column as long as the column can be collectively penetrated. Needless to say, the shape of the column 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 at a side edge portion of the base portion 1, and in the illustrated embodiment, a concave groove 4 is formed in a peripheral portion of the base portion 1 on the side opposite to the protruding portion forming surface, and Boss-like projections 5 are arranged at predetermined intervals in the interior, and the boss-like projections 5 formed on each of a pair of upper and lower unit members are opposed to each other in a state where they are positioned in the same straight line. It is configured to do so. And, as the connecting engagement piece formed at the end of the required beam material D, the tubular body 6 is formed so that the boss-shaped projections 5 facing each other as described above can be fitted respectively ( 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。 The diameter of the tubular body 6 is designed to be such that it can be fitted or approached within the groove width of the concave groove 4 (groove wall surfaces on both inside and outside). 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 above connecting means, as shown in FIG. 6, the surface of the tubular body 6 fitted to the upper and lower boss-shaped projections 5 is in contact with or close to the groove walls on both sides of the concave groove 4. With this configuration, it is configured such that a firm linear state is maintained without warping at the fitting portion of the coupling engagement piece. Thereby, it is configured such that strong resistance is exhibited without causing separation due to the occurrence of a warp against a roll at the time of an earthquake or the like.
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。) In such a fitting form in which no warpage occurs, the purpose of strengthening the auxiliary connection between the unit members forming a pair can be achieved at the same time. (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 adopted 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 a desired structure is formed by assembling the structure 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 unit member 1 base 1 base 2 protrusion B pillar 3 insertion hole C connecting means 4 concave groove 5 boss-like projection
D Beam 6 Tubular body
Claims (2)
A unit member formed by providing a plurality of columnar or cylindrical protrusions on one surface of a base having a rectangular shape and facing each other with the protrusions abutting each other is defined as one unit. Unit stacking, as a connecting means to the beam material for connecting adjacent ones to each other, a concave groove is formed in the peripheral portion on the side opposite to the protruding portion forming surface side of the base portion, and boss-shaped protrusions are provided at predetermined intervals inside it. The boss-shaped projections formed on each of the upper and lower unit members forming a pair are positioned in the same straight line while being kept in a row, and a coupling engagement piece formed at an end of a required beam member Is a tubular body capable of fitting the boss-shaped projections facing each other to the upper and lower portions as described above, and the diameter of the tubular body is a diameter that fits or approaches the groove width of the concave groove. A unit member comprising:
As connecting means provided on the side edge of the base portion, a concave groove is formed in the peripheral portion on the side opposite to the protruding portion forming surface of the base portion, and boss-like projections are arranged at predetermined intervals inside the groove, and a pair of The boss-shaped projections formed on each of the upper and lower unit members alone are positioned in the same straight line, and the connecting engagement pieces formed at the ends of the required beam members are brought into the facing state as described above. A boss-like projection is formed into a tubular body that can be fitted to the upper and lower portions, and the diameter of the tubular body is such that it has a diameter that fits or approaches the groove width of the concave groove. The unit member according to claim 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2015070637A JP6644235B2 (en) | 2015-03-31 | 2015-03-31 | Unit members |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2015070637A JP6644235B2 (en) | 2015-03-31 | 2015-03-31 | Unit members |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2016191211A JP2016191211A (en) | 2016-11-10 |
| JP6644235B2 true JP6644235B2 (en) | 2020-02-12 |
Family
ID=57246235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2015070637A Active JP6644235B2 (en) | 2015-03-31 | 2015-03-31 | Unit members |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP6644235B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4109358B2 (en) * | 1998-09-16 | 2008-07-02 | 慎一郎 林 | Unit member |
| JP2001355259A (en) * | 2000-06-14 | 2001-12-26 | Shinichiro Hayashi | Structural body |
| JP2006083555A (en) * | 2004-09-14 | 2006-03-30 | Sekisui Chem Co Ltd | Rainwater outflow control facility |
| JP2006104739A (en) * | 2004-10-04 | 2006-04-20 | Toyo Tire & Rubber Co Ltd | Rainwater storage structure member and rainwater storage structure using the same |
| 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 |
| JP5700742B2 (en) * | 2010-10-27 | 2015-04-15 | 株式会社 林物産発明研究所 | Structures and facilities for controlling spillage of rainwater, etc. using structures |
| JP6771136B2 (en) * | 2015-03-31 | 2020-10-21 | 株式会社 林物産発明研究所 | Unit member |
-
2015
- 2015-03-31 JP JP2015070637A patent/JP6644235B2/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| JP2016191211A (en) | 2016-11-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| RU2081263C1 (en) | Modular wall structure | |
| JP5294439B1 (en) | Structural members used for rainwater storage laminated structure | |
| US20140256211A1 (en) | Pairing Block set and toy block thereof | |
| JP5496121B2 (en) | Water storage space forming block | |
| JP6644235B2 (en) | Unit members | |
| KR101379040B1 (en) | Breakwater structure | |
| JP6771136B2 (en) | Unit member | |
| JP6106827B2 (en) | Unit member | |
| JP5832658B2 (en) | Breakwater structure with rubble removed | |
| JP6285745B2 (en) | Support structure for relocated brick wall | |
| JP6091933B2 (en) | Water tank wall unit | |
| JP2007016555A (en) | Constituent member for rain water storage infiltration tank and the rain water storage infiltration tank | |
| KR101894269B1 (en) | Frame connector | |
| JP2016216985A (en) | Unit member | |
| JP5946678B2 (en) | Water storage space forming block | |
| JP2017031664A (en) | Unit member for water storage space construction | |
| JP2016204970A (en) | Connection member of construction block | |
| JP6557818B2 (en) | Adapter for connecting unit members | |
| KR200498013Y1 (en) | Assembly toy unit | |
| KR101673100B1 (en) | Breakwater structure and construction method thereof | |
| KR102331654B1 (en) | Pin joint apparatus for block and wall structure using the same | |
| JP2013142255A (en) | Water storage space forming block | |
| JP2016216986A (en) | Construction body | |
| JP2025010939A (en) | Reservoir | |
| JP2026059441A (en) | Garden Frame |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20180402 |
|
| A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20181217 |
|
| A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20190422 |
|
| A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20190521 |
|
| A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20190716 |
|
| TRDD | Decision of grant or rejection written | ||
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20190820 |
|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20191010 |
|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20191205 |
|
| R150 | Certificate of patent or registration of utility model |
Ref document number: 6644235 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |