JP2016216985A - Unit member - Google Patents

Unit member Download PDF

Info

Publication number
JP2016216985A
JP2016216985A JP2015102043A JP2015102043A JP2016216985A JP 2016216985 A JP2016216985 A JP 2016216985A JP 2015102043 A JP2015102043 A JP 2015102043A JP 2015102043 A JP2015102043 A JP 2015102043A JP 2016216985 A JP2016216985 A JP 2016216985A
Authority
JP
Japan
Prior art keywords
unit
cross
plate
column member
assembled
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.)
Pending
Application number
JP2015102043A
Other languages
Japanese (ja)
Inventor
林 慎一郎
Shinichiro Hayashi
慎一郎 林
林 和志郎
Washio Hayashi
和志郎 林
林 宏三郎
Kozaburo Hayashi
宏三郎 林
林 加奈子
Kanako Hayashi
加奈子 林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hayashi Bussan Co Ltd
Original Assignee
Hayashi Bussan Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hayashi Bussan Co Ltd filed Critical Hayashi Bussan Co Ltd
Priority to JP2015102043A priority Critical patent/JP2016216985A/en
Publication of JP2016216985A publication Critical patent/JP2016216985A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

Landscapes

  • Sewage (AREA)

Abstract

PROBLEM TO BE SOLVED: To attain strengthening in a construction state, in a unit member usable for a structure having water permeability, a structure for storing natural water and its other various uses.SOLUTION: A unit member is composed of: a plate-like member for forming a recessed groove-shaped frame part on one side surface for receiving an end part of a column member and forming a cross-shaped recessed groove for storing a cross beam and a vertical beam assembled in a cross shape on its other side surface so as to continue with the side from a central part; and a column member having a predetermined length, in which two plate-like members overlapped coinciding on mutual recessed groove forming sides are used as one unit, and the connection of a plurality of the units in longitudinal directions is executed via a column member, and the connection in the lateral direction is executed via predetermined beam members assembled in a cross shape.SELECTED DRAWING: Figure 1

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。 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.

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.

特開平10−252108号公報JP-A-10-252108 特開2001−107403号公報JP 2001-107403 A 特開2007―085110号公報JP 2007-085110 A 特開2001−026076号公報JP 2001-026076 A

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、横方向の揺れ動きに弱く、地震等が生じた際に単位ユニット間にズレを生じて倒壊する恐れがあった。 Since the unit member used for the above-mentioned application is one unit that is opposed to each other with the protruding portions facing each other, it is used in a state where a plurality of units are stacked in the vertical direction. It was weak to the direction of the movement, and when an earthquake occurred, there was a risk that the unit would slip and collapse.

本発明はこのような問題を解決した新しい形態のユニット部材の提供を図ったものであって、一種類の板状部材との柱部材との組み合わせに基づき、縦方向は勿論、横方向の揺れに対しても強い耐性が発揮できるようにしたものである。 The present invention is intended to provide a new type of unit member that solves such problems, and based on the combination of a single type plate-like member and a column member, the vertical direction as well as the horizontal direction swing is provided. It is designed to be able to exert a strong resistance against.

本発明は請求項1に記載のように、柱部材の端部を受入れるための凹溝状枠部を一側面に形成すると共に、その他側面に、十文字状に組まれた横梁及び縦梁を収容するための十文字状凹溝を中央部からに側方に連なるように形成して成る板状部材と、所定の長さを具えた柱部材とから成り、上記板状部材は、二枚を互いの凹溝形成側において合致させて重合したものを一単位とし、これを複数単位縦方向への連結は柱部材を介して行い、同横方向の連結は、十文字状に組んだ所定の梁部材を介して行うように構成したユニット部材に係る。 According to the present invention, as described in claim 1, a groove-shaped frame portion for receiving an end portion of a column member is formed on one side surface, and a transverse beam and a vertical beam assembled in a cross shape are accommodated on the other side surface. A plate-like member formed by connecting a cross-shaped groove to the side from the center and a column member having a predetermined length. The unit formed by matching and overlapping on the concave groove forming side is a unit, and the plurality of units are connected in a vertical direction via a pillar member, and the horizontal direction is connected to a predetermined beam member formed in a cross shape. It concerns on the unit member comprised so that it may carry out via.

本発明は請求項1に記載のような構成の採用に基づき、柱部材に依る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、使用する柱部材は使用上の全長に対して分割された短いものであり、その各端部の直接的接触を防いだ状態で連ならせてあるため、例えば目的とする構築体の全長に亘って一本の柱部材を一括して貫通させるものにおいて想定される、地震の発生、並びに地中にクレープが発生した場合等に生じる、柱部材の座屈及び破損と言うような事柄を未然に防止する。同時に、このように一本の柱部材を用いた場合に比して、本発明は一単位の板状部材毎に短い柱部材の使用に基づくものであるため、その作業及び取扱いの容易性が図られる。 The present invention is based on the configuration as described in claim 1 and is maintained in a support state depending on the pillar member, so that it exhibits extremely strong robustness against roll and pitch due to occurrence of an earthquake or the like. Can do. Furthermore, the column member to be used is a short one divided with respect to the total length in use, and is connected in a state that prevents direct contact of each end thereof, for example, the total length of the target structure. Assuming the occurrence of earthquakes and the occurrence of crepes in the ground, etc. that are supposed to penetrate a single column member at once, such as buckling and breakage of column members Prevent in advance. At the same time, the present invention is based on the use of a short column member for each unit of plate-like member as compared with the case where a single column member is used in this way, so that the work and handling are easy. Figured.

本発明の構築状態を表した説明用正面図である。It is a front view for explanation showing the construction state of the present invention. 本発明の要旨部材たるユニット部材単体を表した平面図である。It is a top view showing the unit member single-piece | unit which is a summary member of this invention. 同上正面図である。It is a front view same as the above. 同上底面図である。It is a bottom view same as the above. 図2におけるX−X線断面図である。It is the XX sectional view taken on the line in FIG. 図2におけるY−Y線断面図である。It is the YY sectional view taken on the line in FIG. 重合状態とした一単位のユニット部材を表した縦断面図である。It is the longitudinal cross-sectional view showing the unit member of 1 unit made into the polymerization state.

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6は本発明の要旨部材たる板状部材1を表したものであって、当該板状部材1は正四角形状、或は長方形状を呈するものである。そして、その一側面には後記する柱部材4の端部を受入れるための凹溝状枠部2が形成してある。そして、その他側面には、十文字状に組まれた横梁及び縦梁による梁材を収容するための十文字状凹溝3が形成してある。 2 to 6 show a plate-like member 1 which is a gist of the present invention, and the plate-like member 1 has a square shape or a rectangular shape. And the concave groove-shaped frame part 2 for accepting the edge part of the column member 4 mentioned later is formed in the one side. And the other side surface is formed with a cross-shaped concave groove 3 for receiving a beam material composed of cross beams and vertical beams assembled in a cross-shape.

上記した板状部材1は、二枚を互いの十文字状凹溝3の形成側を合致させて重合させたものを一単位とし、これを複数単位縦方向及び横方向に並べた状態で連結することによって、所要の構造体を形成するようにするためのものである。 The plate-like member 1 described above is a unit obtained by superposing two sheets in alignment with the formation side of the cross-shaped concave grooves 3 and connecting them in a state where a plurality of units are arranged in the vertical direction and the horizontal direction. Thus, a desired structure is formed.

4は上記一単位の板状部材を縦方向に連結するための支持用柱部材であって、夫々の単位ごとの板状部材間に介在させることによって、互いの縦方向での連結を図るためのものである。 Reference numeral 4 denotes a supporting column member for connecting the above-mentioned unitary plate-like members in the vertical direction, and for interposing them in the vertical direction by interposing between the plate-like members for each unit. belongs to.

5は上記所要単位数の板状部材を前後及び左右方向に連結するための梁部材であって、障子の桟状に十文字に組まれたような形態を呈し、前記十文字状凹溝梁部材3に対してしっくりと収容させる(上下の板所部材の合致に基づき形成される溝内にしっくりと収容させる)ように構成してある。 Reference numeral 5 denotes a beam member for connecting the required number of plate-like members in the front-rear and left-right directions. The beam member 5 is shaped like a cross-shaped frame of shoji, and the cross-shaped groove member 3 It is configured so that it can be accommodated in a good manner (accommodated in a groove formed based on the matching of the upper and lower plate members).

ところで、前記した凹溝状枠部2であるが、図2乃至図5に示す実施例にあっては、板状部材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、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、図示のような正四角形状以外、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、その板状部材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。要は柱部材の嵌合を可能とするものであれば、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。なお、柱部材の形態は凹溝状枠部2の形状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 concave groove-shaped frame part 2, in the Example shown in FIG. 2 thru | or FIG. 5, although it has comprised so that four places may be opened in the vertical and horizontal direction of the plate-shaped member 1, this, May be configured to open two places in the horizontal direction or one place in the center. The shape may be a circular shape other than the regular square shape shown in the figure. 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 openings and the number of openings for the plate-like member 1. In short, as long as the column members can be fitted, there is no practical limitation on the number and shape. Needless to say, the shape of the pillar member is adapted to the shape of the grooved frame portion 2.

また、上記した支持用柱部材Bとして、単純に一本のものとする以外、例えばアングル稈を用いるように構成してもよい。換言すれば、本発明にあっては、支持用柱部材4自体の構成に制限性は存在しない。 Further, as the support column member B described above, for example, an angle rod may be used in addition to a simple one. In other words, in the present invention, there is no limit to the configuration of the supporting column member 4 itself.

1a及び1bは板状部材1を重合合致化の固定を図るためのボス状突起、及び嵌入用孔であって、両者の係合に基づき一単位の板状部材の結合が図られるように構成してある。なお、このような結合のための手段、図示の実施例以外適宜な方法であって可とする。 Reference numerals 1a and 1b denote boss-like protrusions and fitting holes for fixing the plate-like member 1 so as to be aligned with each other, and a unit of the plate-like members can be combined based on the engagement between them. It is. It should be noted that any appropriate method other than the means for coupling and the illustrated embodiment may be used.

図1は本発明に依り組み立てた構築体の実施例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。なお、同図において、各板状部材の水平方向の並びを、所定の間隔を設けて連結してあるが、例えば間隔を設けることなく連続状に連結するようにしても良い。これは梁部材5の設定に基づき決定される事項である。 FIG. 1 shows an embodiment of a structure assembled according to the present invention, and the target structure is formed by assembling in this manner at a required site. In the figure, the horizontal alignment of the plate-like members is connected with a predetermined interval. However, for example, the plate-like members may be connected continuously without providing an interval. This is a matter determined based on the setting of the beam member 5.

1 板状部材
1a ボス状突起
1b 嵌入用孔
2 凹溝状枠部
3 十文字状凹溝
4 支持用柱部材
5 梁部材














1 Plate-like member 1a Boss-like protrusion 1b Insertion hole
2 Groove-shaped frame portion 3 Cross-shaped groove 4 Supporting column member 5 Beam member














Claims (1)

柱部材の端部を受入れるための凹溝状枠部を一側面に形成すると共に、その他側面に、十文字状に組まれた横梁及び縦梁を収容するための十文字状凹溝を中央部からに側方に連なるように形成して成る板状部材と、所定の長さを具えた柱部材とから成り、上記板状部材は、二枚を互いの凹溝形成側において合致させて重合したものを一単位とし、これを複数単位縦方向への連結は柱部材を介して行い、同横方向の連結は、十文字状に組んだ所定の梁部材を介して行うように構成したユニット部材。

A groove-shaped frame for receiving the end of the pillar member is formed on one side, and a cross-shaped groove for accommodating a cross beam and a vertical beam assembled on the other side is formed on the other side from the center. It consists of a plate-like member formed so as to be continuous to the side and a column member having a predetermined length, and the above-mentioned plate-like member is obtained by superimposing two pieces on the side where the concave grooves are formed. A unit member configured such that a plurality of units are connected in the vertical direction via a pillar member, and the horizontal connection is made via a predetermined beam member assembled in a cross shape.

JP2015102043A 2015-05-19 2015-05-19 Unit member Pending JP2016216985A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015102043A JP2016216985A (en) 2015-05-19 2015-05-19 Unit member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015102043A JP2016216985A (en) 2015-05-19 2015-05-19 Unit member

Publications (1)

Publication Number Publication Date
JP2016216985A true JP2016216985A (en) 2016-12-22

Family

ID=57580636

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015102043A Pending JP2016216985A (en) 2015-05-19 2015-05-19 Unit member

Country Status (1)

Country Link
JP (1) JP2016216985A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001288800A (en) * 2001-03-23 2001-10-19 Takiron Co Ltd Underground water storage tank and underground infiltration tank
JP2006104739A (en) * 2004-10-04 2006-04-20 Toyo Tire & Rubber Co Ltd Member for rainwater storage structure 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
KR20110078111A (en) * 2009-12-30 2011-07-07 주식회사 한설그린 Assembling rainwater - storage - block having function of water purification
JP2012092552A (en) * 2010-10-27 2012-05-17 Hayashi Bussan Hatsumei Kenkyusho:Kk Structure and outflow restraining facility for rainwater or the like using structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001288800A (en) * 2001-03-23 2001-10-19 Takiron Co Ltd Underground water storage tank and underground infiltration tank
JP2006104739A (en) * 2004-10-04 2006-04-20 Toyo Tire & Rubber Co Ltd Member for rainwater storage structure 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
KR20110078111A (en) * 2009-12-30 2011-07-07 주식회사 한설그린 Assembling rainwater - storage - block having function of water purification
JP2012092552A (en) * 2010-10-27 2012-05-17 Hayashi Bussan Hatsumei Kenkyusho:Kk Structure and outflow restraining facility for rainwater or the like using structure

Similar Documents

Publication Publication Date Title
JP2018035592A (en) Wall structure
JP2013040438A (en) Earthquake-proof partition structure, and light gauge metal fittings and shake stopping press metal fittings used for the structure
JP5294439B1 (en) Structural members used for rainwater storage laminated structure
KR20150055497A (en) Modular unit having socket connector, Modular unit structure using the same and Construction method of modular unit structure
JP5496121B2 (en) Water storage space forming block
KR102098688B1 (en) Apparatus for SRC column
JP2006316611A (en) Column and beam joint structure
JP5709150B1 (en) Assembled scaffold
JP2013185337A (en) Joint material between column and flat slab and joint structure thereof
EP2729637B1 (en) Lattice member and self-supporting modular structure
JP6771136B2 (en) Unit member
KR101542602B1 (en) Equipment of temporary earth protection for building works
JP2016216985A (en) Unit member
JP6644235B2 (en) Unit members
JP2019143422A (en) Reinforcement structure of column-beam connection portion
JP2006160109A (en) Floating body, floating body structure and its assembling method
JP6144104B2 (en) Reservoir
JP6445279B2 (en) Basic structure for solar carport
JP5759317B2 (en) Beam-column connection structure and member
JP5956893B2 (en) Column base hardware and column base structure using the same
JP2013136898A (en) Pole structure
JP2017020185A (en) Underground water storage tank
JP2015227588A (en) Structure
JP2016089549A (en) Structure and method for joining reinforced concrete beam and steel column or column comprising steel column
JP2016113757A (en) Wall shape structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20180521

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: 20190527

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20190625

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20200121