JP3111847U - Square sandbag - Google Patents

Square sandbag Download PDF

Info

Publication number
JP3111847U
JP3111847U JP2005003083U JP2005003083U JP3111847U JP 3111847 U JP3111847 U JP 3111847U JP 2005003083 U JP2005003083 U JP 2005003083U JP 2005003083 U JP2005003083 U JP 2005003083U JP 3111847 U JP3111847 U JP 3111847U
Authority
JP
Japan
Prior art keywords
sandbag
rectangular
bag
sandbags
shape
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.)
Expired - Fee Related
Application number
JP2005003083U
Other languages
Japanese (ja)
Inventor
正典 矢野
Original Assignee
有限会社矢野鉄工所
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 有限会社矢野鉄工所 filed Critical 有限会社矢野鉄工所
Priority to JP2005003083U priority Critical patent/JP3111847U/en
Application granted granted Critical
Publication of JP3111847U publication Critical patent/JP3111847U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Revetment (AREA)

Abstract

【課題】 土のうの形状を長方形状にする事により均一の土のうを提供する。
【解決手段】 土のう袋に中込材を投入後、袋口を環縫いで閉じる事により、長方形状の形状をした土のうになる。長方形の形状の整った土のうを、敷き詰めると隣り合った土のうとの間の隙間が小さくなり、間詰めが大幅に減少する。
伸びる特性を持つ環縫いで、圧迫する力が加わっても、土のう袋を破損する事が無く、容易に安定した土のうの提供が出来る。
【選択図】 図 5
PROBLEM TO BE SOLVED: To provide a uniform sandbag by making the sandbag shape rectangular.
SOLUTION: After inserting the insert material into the earthen bag, the bag mouth is closed with a ring stitch to form a rectangular earthenware bag. When a rectangular shaped sandbag is laid down, the gap between adjacent sandbags is reduced and the filling is greatly reduced.
Even if a pressing force is applied to the chain stitch with stretch characteristics, the sandbag is not damaged, and a stable sandbag can be provided easily.
[Selection] Figure 5

Description

本考案は、土木工事、防災、災害復旧等に用いる土のうに関する。  The present invention relates to a sandbag used for civil engineering work, disaster prevention, disaster recovery, and the like.

一般的に使用されている土のうは、土のう袋に中込材を入れた後、袋口に通してある紐を引き絞り、巾着状態にして、その紐をさらに2〜3回袋口に回し絡めて袋口を閉めて使用。  For sandbags that are commonly used, after putting the filling material into the sandbag, draw the string through the bag mouth, draw it into a drawstring, and turn the cord into the bag mouth 2-3 times. Used with the bag mouth closed.

考案が解決しようとする課題Problems that the device tries to solve

このような従来の土のうでは、袋口に装着してある紐を、引き絞って袋口を閉じる為、図2で示すように、底辺と上部に寸法的な差ができ、土木工事等、土のうを均一に敷設したい場合は並べると、図4のように隣の土のうとの間の隙間が大きく開き、又積上げる場合は不安定で、敷設時に間詰め等、別の作業を行わなければならないと言う問題点がある。  In such conventional sandbags, the string attached to the bag mouth is drawn and closed to close the bag mouth, so that there is a dimensional difference between the bottom and the top, as shown in FIG. If you want to lay them evenly, if you put them side by side, the gap between the adjacent sandbags will widen as shown in Fig. 4, and if you pile up, it will be unstable, and you will have to do other work such as padding when laying There is a problem.

課題を解決する為の手段Means to solve the problem

本考案は、土のう袋に中込材を入れた後、土のうの袋口を環縫いして閉じ、形状を長方形状にする。環縫いで袋口を閉じるのは、縫い目が伸びる特徴があるので、圧迫する力が加わっても土のう袋を破損することなく、長方形状の形状を一定に保つことが出来る。  In the present invention, after putting the insert material in the sandbag, the bag mouth of the sandbag is closed by sewing, and the shape is made rectangular. Closing the bag mouth by ring stitching has the feature that the seam extends, so that the rectangular shape can be kept constant without damaging the sandbag even if pressure is applied.

考案の効果Effect of device

本考案の土のうは、図3に示す様に、形状が長方形状になるので、土木工事等均一に敷き詰めた場合、図5で示す通り、隣り合わせになる土のうとの隙間が少なくなり、間詰め等の作業が軽減される。又積上げる工事では、形状が一定となるので、安定して容易、安全に積上げる事が出来、また環縫いの縫い目の伸びる特徴により強度が増し、土木工事、基礎工事等に使用するのに好ましい。  As shown in Fig. 3, the sandbag of the present invention has a rectangular shape, so when it is spread evenly, such as civil engineering work, as shown in Fig. 5, the gap between adjacent sandbags is reduced, so Work is reduced. In addition, since the shape is constant in the construction to be piled up, it can be piled up stably and easily and safely, and the strength is increased by the feature that the seam of the chain stitch is extended, so it can be used for civil engineering work, foundation work, etc. preferable.

図4は従来の土のうを敷き並べた図である。図5は本考案の袋口を環縫いで閉じた土のうを敷き並べた図である。  FIG. 4 is a diagram in which conventional sandbags are laid out. FIG. 5 is a diagram in which the bag mouths of the present invention are lined with closed sandbags closed by ring stitching.

本考案の土のうは、工場、住宅、機械プラント、護岸、擁壁等建設の際、軟弱地盤等の強化工事に適している。  The sandbag of the present invention is suitable for strengthening construction of soft ground when constructing factories, houses, machine plants, revetments, retaining walls, etc.

特に国道等、大型車輌が頻繁に通行する道路の建設工事、又それが住宅地の中、近辺にかかる場合、アスファルト敷設前の基礎工事に使用すると、振動が大幅に減少し、振動公害の防止に適している。  In particular, when construction works on roads where large vehicles frequently pass, such as national roads, and when it is applied in the vicinity of residential areas, if used for foundation work before laying asphalt, vibration will be greatly reduced and vibration pollution will be prevented. Suitable for

予測できる災害、台風、異常潮位などの場合は、想定範囲の地域に予め土のうを積み上げる事が行われるが、その場合本考案の土のうは、形状が安定している為、容易に積み上げる事が出来るので、事前の防災に適している。  In the case of a predictable disaster, typhoon, abnormal tide level, etc., sandbags are pre-stacked in the assumed area, but in this case, the sandbag of the present invention can be easily stacked because the shape is stable. So it is suitable for advance disaster prevention.

市販されている土のう袋。  A commercially available sandbag. 従来の工法の、袋口を引き絞り作った巾着の形状をした土のう。  A traditionally constructed sandbag in the shape of a drawstring with a drawn bag mouth. 本考案の、袋口を環縫いにより閉じた、長方形に形状の整った土のう。  A rectangular sandbag with a rectangular shape, with the bag mouth closed by ring stitching. 従来形の巾着の形状の土のうを、敷き並べた図。形状が一定していない為、隣り合わせの土のうとの間に隙間が大きく出来る。  The figure which laid the sandbags of the shape of a conventional drawstring. Since the shape is not constant, there can be a large gap between adjacent sandbags. 本考案の長方形状の特徴のある形状の土のうを、敷き並べた図。環縫いにより形状が長方形になり、且つ又寸法をそろえる事が出来る為、隣り合った土のうとの間に出来る隙間が、少ない。  The figure which laid the sandbag of the shape of the shape of a rectangle of the present invention in order. Since the shape becomes rectangular by ring stitching and the dimensions can be made uniform, there are few gaps between adjacent sandbags.

符号の説明Explanation of symbols

1. 土のう袋
2. ひも
3. 巾着形土のう
4. 袋口
5. 角形土のう
6. 環縫い袋口
1. Sandbags 1. String 3. 3. Drawstring pouch Bag mouth 5. 5. Square clay Ring stitch bag mouth

Claims (1)

土のう袋の口を、環縫いで閉じた、長方形状の土のう。  A rectangular sandbag with the mouth of the sandbag closed with a ring stitch.
JP2005003083U 2005-04-06 2005-04-06 Square sandbag Expired - Fee Related JP3111847U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005003083U JP3111847U (en) 2005-04-06 2005-04-06 Square sandbag

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005003083U JP3111847U (en) 2005-04-06 2005-04-06 Square sandbag

Publications (1)

Publication Number Publication Date
JP3111847U true JP3111847U (en) 2005-07-28

Family

ID=43274297

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005003083U Expired - Fee Related JP3111847U (en) 2005-04-06 2005-04-06 Square sandbag

Country Status (1)

Country Link
JP (1) JP3111847U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20220043446A (en) * 2020-09-29 2022-04-05 김헌수 Breast wall structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20220043446A (en) * 2020-09-29 2022-04-05 김헌수 Breast wall structure

Similar Documents

Publication Publication Date Title
KR100924933B1 (en) Construction method of retaining wall using soil sack block for vegetation and fixed device and Structure for installation thereof
KR101301915B1 (en) Method for reinforcing slope using gabion
KR20110120627A (en) Method of construction for scour prevension and reinforcement of bridge pier, and structure of the same
JP3111847U (en) Square sandbag
JP6490899B2 (en) Reinforced earth wall and method for constructing reinforced earth wall
JP3702871B2 (en) Sandbag, sandbag installation method and banking method using the sandbag
CN203420255U (en) Ecological seepage-proofing channel with excellent seepage-proofing performance
JP2003232023A (en) Gabion and retaining wall using the same
KR100753045B1 (en) Fablic Bag and Method of Constructing the Inclined Ground with the Same
JP2005133402A (en) Construction method of foundation or retaining wall
CN211773854U (en) Soil retaining structure permeates water with soil nail
JP2019094624A (en) Sandbag
JP3231818U (en) Waterproof block body
JP2003074061A (en) Earth retaining sandbag and retaining wall construction method by this sandbag
RU2007101699A (en) METHOD FOR ESTABLISHING A LAND STRUCTURE ON WEAK NATURAL BASES
KR102486882B1 (en) Protection Wall capable of Connecting in Various Arrangement
JP3137648U (en) Sandbag bag for sandbag bag method using sandbag bag guide frame
KR101184831B1 (en) Slope reinforcing bag with environment-friendly by coir
JPH11181792A (en) Foundation material storage device for improving house foundation
KR101385025B1 (en) Method for reinforcing slope using gabion
JP7022428B2 (en) Earth retaining method
JP7445819B1 (en) A bag for civil engineering work, a structure for civil engineering work, and a method for manufacturing a structure for civil engineering work
KR20130050408A (en) Revet block with plant earth bag and its construction method
JP4435393B2 (en) Tomori method
JP2020076246A (en) Bag of sandbag for embankment reinforcement

Legal Events

Date Code Title Description
R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

A623 Registrability report

Free format text: JAPANESE INTERMEDIATE CODE: A623

Effective date: 20070718

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20071029

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080615

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090615

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100615

Year of fee payment: 5

LAPS Cancellation because of no payment of annual fees