JP2001348831A - Framework using steel bar or material of equivalent strength thereto, and framework structure partitioned into small chambers for reinforcement, and steel sandbag gabion stacking method with large sandbag installed after installing large steel wire gabion in each small chamber to fill with sediment and gravel - Google Patents

Framework using steel bar or material of equivalent strength thereto, and framework structure partitioned into small chambers for reinforcement, and steel sandbag gabion stacking method with large sandbag installed after installing large steel wire gabion in each small chamber to fill with sediment and gravel

Info

Publication number
JP2001348831A
JP2001348831A JP2000205858A JP2000205858A JP2001348831A JP 2001348831 A JP2001348831 A JP 2001348831A JP 2000205858 A JP2000205858 A JP 2000205858A JP 2000205858 A JP2000205858 A JP 2000205858A JP 2001348831 A JP2001348831 A JP 2001348831A
Authority
JP
Japan
Prior art keywords
sandbag
partition
steel
iron wire
gabion
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
JP2000205858A
Other languages
Japanese (ja)
Inventor
Masao Asari
賢雄 浅利
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2000205858A priority Critical patent/JP2001348831A/en
Publication of JP2001348831A publication Critical patent/JP2001348831A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To enable the mass execution by mechanization, to realize the rapid working, and to save the man-hour by increasing the scale of small sandbags and stacking gabions in a conventional manual system (stacking with sandbags, gabions, etc.). SOLUTION: Large steel wire gabions (7), (8) and (9) are installed in small chambers of steel bar frames partitioned into several chambers for reinforcement, and large sandbags (10), (11) and (12) are installed to enable the mass execution by mechanization.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、鋼棒またはそれと
同等程度の強度を持つ材料によって構成された枠組の中
に大型鉄線籠を設置し、かつ大型土嚢を据え付け、機械
化による大量施工を可能とし、さらに現場に存する土砂
礫を土嚢に充填することをを可能とした籠積み工法に関
するもの。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention enables a large-scale iron wire cage to be installed in a framework made of a steel rod or a material having the same strength as that of a steel rod, and a large sandbag to be installed, thereby enabling mass construction by mechanization. In addition, it relates to a basket-laying method that allows sandbags to be filled with sand and gravel existing on the site.

【0002】[0002]

【従来の技術】従来、積み工(土嚢積み工、籠積み工
等)の施工は、土嚢や積み工籠が小型のため手作業とな
り、施工に多くの人手と時間を要し、工事の迅速性を欠
いていた。
2. Description of the Related Art Conventionally, the work of stacking (sandbag stacking, basket stacking, etc.) has to be performed manually due to the small size of sandbags and stacking baskets. Lacked gender.

【0003】[0003]

【発明が解決しようとする課題】従来の積み工(土嚢積
み工、籠積み工等をさす)における小型の土嚢や積み工
籠を大型化して機械化による大量施工を可能とし、工事
の迅速性を高め省力化をはかる。
Problems to be Solved by the Invention A large sandbag or basket in conventional stacking (such as sandbag stacking, basket stacking, etc.) is enlarged to enable large-scale construction by mechanization, thereby improving the speed of construction. Higher labor saving.

【0004】[0004]

【発明を解決するための手段】上記目的を達成するため
に、本発明は鋼棒またはそれと同等程度の強度を持つ材
料によって構成される枠組の中に、大型の鉄線籠を設置
し、かつ大型の土嚢を据え付け、機械化による大量施工
を可能とし、さらに現場に存する土砂礫を土嚢に充填す
ることによって、施工の迅速性を高め省力化をはかるも
のである。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides a method for installing a large iron wire cage in a framework made of a steel rod or a material having a similar strength, and The sandbags will be installed to enable mass construction by mechanization, and by filling the sandbags with sand and gravel existing at the site, the speed of construction will be increased and labor will be saved.

【0005】[0005]

【発明の実施の形態】発明の実施の形態を図面を参照し
て説明する。鋼棒またはそれと同等程度の強度を持つ材
料(1)で 鋼棒枠仕切り部1(2)、鋼棒枠仕切り部
2(3)、鋼棒枠仕切り部3(4)の小室に仕切って鋼
棒枠(5)を構成する。この鋼棒枠(5)の小室構造は
土圧力に対する抵抗力を高めるものである。次いで、鉄
線またはそれと同等程度の強度を持つ材料(6)で形成
される仕切部1鉄線籠(7)を鋼棒枠仕切り部1(2)
に、仕切部2鉄線籠(8)を鋼棒枠仕切り部2(3)
に、仕切部3鉄線籠(9)を鋼棒枠仕切り部3(4)に
設置し、さらに仕切部1鉄線籠(7)に仕切部1土嚢
(10)を、仕切部2鉄線籠(8)に仕切部2土嚢(1
1)を、仕切部3鉄線籠(9)に仕切部3土嚢(12)
を据え付ける。これら一連の組み立て作業を終了したも
のが仕切部土嚢据付完了鋼棒鉄線土嚢籠ユニット(1
3)である。この仕切部土嚢据付完了鋼棒鉄線土嚢籠ユ
ニット(13)を所要の長さを得るまで鉄線で緊縛し連
結を続ける。
Embodiments of the present invention will be described with reference to the drawings. The steel rod or a material having the same strength (1) as the steel rod frame partitioning part 1 (2), steel rod frame partitioning part 2 (3), steel rod frame partitioning part 3 (4) A bar frame (5) is formed. The small chamber structure of the steel bar frame (5) enhances resistance to earth pressure. Next, the partition 1 made of an iron wire or a material (6) having a strength equivalent to that of the iron wire cage (7) is inserted into the steel rod frame partition 1 (2).
Then, the partition 2 iron wire cage (8) is connected to the steel bar frame partition 2 (3).
Then, the partition 3 iron wire basket (9) is installed in the steel bar frame partition 3 (4), and the partition 1 sandbag (10) is further divided into the partition 1 iron wire basket (7), and the partition 2 iron wire basket (8). ) And two sandbags (1
1) is inserted into the partition 3 iron wire basket (9) and the partition 3 sandbag (12).
Is installed. After the completion of these series of assembling work, a steel bar iron wire sandbag unit (1)
3). The steel bag iron wire basket unit (13) of the partition part sandbag installation completion is tied up with the iron wire until the required length is obtained, and the connection is continued.

【0006】施工に際しては仕切部土嚢据付完了鋼棒鉄
線土嚢ユニット(13)の下に吸出し防止シート(1
7)を敷き、鋼棒鉄線土嚢籠の仕切部2土嚢(11)、
仕切部3土嚢(12)に、ショベル等の建設機械を用い
て土砂礫を充填し、その作業を終えたところで土嚢の蓋
を縫い閉め、さらにその上を、仕切部2鉄線蓋(1
4)、仕切部3鉄線蓋(15)を鉄線で緊縛して閉め
る。これら一連の組み立て作業を終了したものが仕切部
土砂礫詰完了蓋閉鋼棒鉄線土嚢籠ユニット(16)であ
る。この状態で鋼棒鉄線土嚢籠は自立出来る強度とな
る。さらに仕切部1土嚢(10)に、ショベル等の建設
機械を用いて土砂礫を充填し、その作業を終えたところ
で土嚢の蓋を縫い閉める。以上で鋼棒鉄線土嚢籠への土
砂礫充填作業は終了する。この部分は積み工部(19)
と称し、その背後は盛土部(18)と称し、積み工部
(19)と同時に盛土作業を行う。
At the time of construction, the suction-prevention sheet (1) is placed under the sandbag unit (13) of the steel bar iron wire where the partition is completely installed.
7) lay a steel bar iron wire sandbag basket partition 2 sandbag (11),
The sandbags (12) of the partition 3 are filled with sand and gravel using a construction machine such as a shovel. When the work is completed, the lid of the sandbag is sewn and closed.
4) The partition 3 iron wire cover (15) is tightly closed with an iron wire and closed. After the completion of these series of assembling operations, the closed-end steel-sandbag unit (16) is a steel bar with closed lid and sand and gravel. In this state, the steel rod iron wire sandbag basket has sufficient strength to be able to stand alone. Further, the sandbags (10) of the partition 1 are filled with sand and gravel using a construction machine such as a shovel, and when the work is completed, the lid of the sandbag is sewn and closed. This completes the work of filling the sandbags into the sand bar. This part is the loading section (19)
The embankment part (18) is called behind and the embankment work is performed simultaneously with the laminating part (19).

【0007】一段目の鋼棒鉄線土嚢籠の上に、二段目以
降の鋼棒鉄線土嚢籠を積む際には、前項で述べた作業を
繰り返して行う。
[0007] When stacking the second and subsequent steel rod / iron sandbags on the first steel rod / iron sandbag, the operation described in the preceding section is repeated.

【0008】[0008]

【発明の効果】本発明は、以上説明したように構成され
ているので、以下に記載されるような効果を発揮する。
Since the present invention is configured as described above, it exhibits the following effects.

【0009】鋼棒枠が幾つかの小室に仕切られているの
で、その小室が土圧に抵抗できる強度を発揮することか
ら、鋼棒鉄線土嚢籠を大型化する事が出来る。
Since the steel bar frame is divided into several small chambers, the small chambers exhibit strength capable of resisting earth pressure, so that the steel rod iron wire sandbag can be enlarged.

【0010】鋼棒鉄線土嚢籠を大型化することによっ
て、機械化による大量施工が可能となり工事を迅速化、
省力化することが出来、工事費の低廉化がはかれる。
[0010] By increasing the size of the steel rod iron wire sandbag, mass construction by mechanization becomes possible, and the construction can be speeded up.
Labor can be saved and construction costs can be reduced.

【図面の簡単な説明】[Brief description of the drawings]

【図1】鋼棒枠ユニットを背面から見た立面図である。FIG. 1 is an elevational view of a steel bar frame unit viewed from the back.

【図2】鋼棒枠ユニットを側面から見た立面図である。FIG. 2 is an elevational view of the steel bar frame unit as viewed from the side.

【図3】仕切り部1鉄線籠の立面図である。FIG. 3 is an elevational view of a partition part 1 iron wire basket;

【図4】仕切り部2鉄線籠の立面図である。FIG. 4 is an elevation view of a partition part 2 iron wire basket.

【図5】仕切り部3鉄線籠の立面図である。FIG. 5 is an elevational view of the partition 3 iron wire basket.

【図6】仕切り部1土嚢の立面図である。FIG. 6 is an elevational view of a partition 1 sandbag.

【図7】仕切り部2土嚢の立面図である。FIG. 7 is an elevational view of a partition 2 sandbag.

【図8】仕切り部3土嚢の立面図である。FIG. 8 is an elevational view of a sandbag of the partition section 3;

【図9】仕切り部土嚢据付完了鋼棒鉄線土嚢籠ユニット
の立面図である。
FIG. 9 is an elevation view of a steel bar iron wire sandbag basket unit in which a partition part sandbag has been completely installed.

【図10】仕切り部2鉄線蓋の立面図である。FIG. 10 is an elevational view of the partition part 2 iron wire lid.

【図11】仕切り部3鉄線蓋の立面図である。FIG. 11 is an elevation view of a partition 3 iron wire cover.

【図12】仕切り部土砂礫詰完了蓋閉鋼棒鉄線土嚢籠ユ
ニットの立面図である。
FIG. 12 is an elevational view of a closed-end steel bar iron wire sandbag unit with a lid filled with sand and gravel at a partition part;

【図13】鋼棒枠に鉄線籠を設置し、それを連結した状
況を示す立面図である。
FIG. 13 is an elevational view showing a situation where an iron wire basket is installed on a steel bar frame and connected to each other.

【図14】仕切り部土嚢据付完了鋼棒鉄線土嚢籠ユニッ
トを連結した状況を示す立面図である。
FIG. 14 is an elevational view showing a state where a steel bar iron wire sandbag unit has been connected to which a partition-part sandbag has been completely installed.

【図15】第一段目の積み工部と盛土工部の施工断面図
である。
FIG. 15 is a construction sectional view of a first-stage loading section and an embankment section.

【図16】第一段目の積み工部と盛土工部の施工終了断
面図である。
FIG. 16 is a sectional view of the completion of the construction of the first-stage loading section and embankment section.

【図17】第二段目の鋼棒鉄線土嚢籠を配置した立面図
である。
FIG. 17 is an elevation view in which a second-stage steel bar iron wire sandbag basket is arranged.

【図18】第二段目の積み工部と盛土工部の施工断面図
である。
FIG. 18 is a construction sectional view of a second-stage loading section and an embankment section.

【図19】盛土完成断面図である。FIG. 19 is a completed sectional view of embankment.

【符号の説明】[Explanation of symbols]

1 鋼棒 2 鋼棒枠仕切り部1 3 鋼棒枠仕切り部2 4 鋼棒枠仕切り部3 5 鋼棒枠 6 鉄線 7 仕切り部1鉄線籠 8 仕切り部2鉄線籠 9 仕切り部3鉄線籠 10 仕切り部1土嚢 11 仕切り部2土嚢 12 仕切り部3土嚢 13 仕切り部土嚢据付完了鋼棒鉄線土嚢ユニット 14 仕切り部2鉄線蓋 15 仕切り部3鉄線蓋 16 仕切り部土砂礫詰完了蓋閉鋼棒鉄線土嚢ユニット 17 吸出し防止シート 18 盛土部 19 積み工部 REFERENCE SIGNS LIST 1 steel rod 2 steel rod frame partitioning part 1 3 steel rod frame partitioning part 4 4 steel rod frame partitioning part 3 5 steel rod frame 6 iron wire 7 partitioning part 1 iron wire basket 8 partitioning part 2 iron wire cage 9 partitioning part 3 iron wire basket 10 partitioning Part 1 sandbag 11 partition part 2 sandbag 12 partition part 3 sandbag 13 partition part sandbag installation completed steel bar iron wire sandbag unit 14 partition part 2 iron wire lid 15 partition part 3 iron wire lid 16 partition part sandstone gravel complete lid closed steel rod iron wire sandbag unit 17 Suction prevention sheet 18 Embankment section 19 Stacking section

───────────────────────────────────────────────────── フロントページの続き (54)【発明の名称】 鋼棒またはそれと同等程度の強度を持つ材料を用いて枠組みを構成し、これを補強するために、 いくつかの小室に仕切る枠組構造、及び各小室に大型鉄線籠を設置した後、大型土嚢を据え付け その中に土砂礫を詰め込む鋼棒鉄線土嚢籠積み工法。 ────────────────────────────────────────────────── ─── Continuation of the front page (54) [Title of the Invention] A frame structure composed of steel rods or a material having the same level of strength as that of the framework, and divided into several compartments to reinforce it, In addition, after installing a large iron wire basket in each small room, a large sandbag is installed.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 鋼棒またはそれと同等程度の強度を持つ
材料(1)で、鋼棒枠仕切り部1(2)、鋼棒枠仕切り
部2(3)、鋼棒枠仕切り部3(4)の小室に仕切り、
鋼棒枠(5)を構成する構造
1. A steel rod or a material (1) having a strength equivalent to that of a steel rod, a steel rod frame partition 1 (2), a steel rod frame partition 2 (3), and a steel rod frame partition 3 (4). Partitioned into small rooms,
Structure of steel bar frame (5)
【請求項2】 鉄線またはそれと同等程度の強度を持つ
材料(6)で形成される仕切部1鉄線籠(7)を鋼棒枠
仕切り部1(2)に、仕切部2鉄線籠(8)を鋼棒枠仕
切り部2(3)に、仕切部3鉄線籠(9)を鋼棒枠仕切
り部3(4)に設置し、さらに仕切部1鉄線籠(7)に
仕切部1土嚢(10)を、仕切部2鉄線籠(8)に仕切
部2土嚢(11)を、仕切部3鉄線籠(9)に仕切部3
土嚢(12)を据え付け、その中に土砂礫を充填して、
土嚢籠を積み上げる工法。
2. A partition 1 made of an iron wire or a material (6) having the same strength as the iron wire basket (7) is used as a steel rod frame partition 1 (2), and a partition 2 is made of an iron wire basket (8). Is installed in the steel bar frame partition 2 (3), the partition 3 iron wire basket (9) is installed in the steel bar frame partition 3 (4), and the partition 1 iron wire basket (7) is further partitioned into the partition 1 sandbag (10). ), The partition 2 sandbag (11) in the partition 2 wire cage (8), and the partition 3 in the partition 3 wire cage (9).
Install the sandbag (12), fill it with sand and gravel,
A method of stacking sandbags.
JP2000205858A 2000-06-02 2000-06-02 Framework using steel bar or material of equivalent strength thereto, and framework structure partitioned into small chambers for reinforcement, and steel sandbag gabion stacking method with large sandbag installed after installing large steel wire gabion in each small chamber to fill with sediment and gravel Pending JP2001348831A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000205858A JP2001348831A (en) 2000-06-02 2000-06-02 Framework using steel bar or material of equivalent strength thereto, and framework structure partitioned into small chambers for reinforcement, and steel sandbag gabion stacking method with large sandbag installed after installing large steel wire gabion in each small chamber to fill with sediment and gravel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000205858A JP2001348831A (en) 2000-06-02 2000-06-02 Framework using steel bar or material of equivalent strength thereto, and framework structure partitioned into small chambers for reinforcement, and steel sandbag gabion stacking method with large sandbag installed after installing large steel wire gabion in each small chamber to fill with sediment and gravel

Publications (1)

Publication Number Publication Date
JP2001348831A true JP2001348831A (en) 2001-12-21

Family

ID=18702875

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000205858A Pending JP2001348831A (en) 2000-06-02 2000-06-02 Framework using steel bar or material of equivalent strength thereto, and framework structure partitioned into small chambers for reinforcement, and steel sandbag gabion stacking method with large sandbag installed after installing large steel wire gabion in each small chamber to fill with sediment and gravel

Country Status (1)

Country Link
JP (1) JP2001348831A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2499622A (en) * 2012-02-22 2013-08-28 Hesco Bastion Ltd Water containment system
JP2015193998A (en) * 2014-03-31 2015-11-05 昭和機械商事株式会社 Slope face reinforcing body, as well as slope face structure and slope face structure construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2499622A (en) * 2012-02-22 2013-08-28 Hesco Bastion Ltd Water containment system
GB2499622B (en) * 2012-02-22 2017-04-26 Hesco Bastion Ltd Water containment system
JP2015193998A (en) * 2014-03-31 2015-11-05 昭和機械商事株式会社 Slope face reinforcing body, as well as slope face structure and slope face structure construction method

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