JP5296744B2 - Communication path of waste disposal site and construction method - Google Patents

Communication path of waste disposal site and construction method Download PDF

Info

Publication number
JP5296744B2
JP5296744B2 JP2010126747A JP2010126747A JP5296744B2 JP 5296744 B2 JP5296744 B2 JP 5296744B2 JP 2010126747 A JP2010126747 A JP 2010126747A JP 2010126747 A JP2010126747 A JP 2010126747A JP 5296744 B2 JP5296744 B2 JP 5296744B2
Authority
JP
Japan
Prior art keywords
disposal site
passage
outer peripheral
side wall
waste disposal
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
JP2010126747A
Other languages
Japanese (ja)
Other versions
JP2011251251A (en
Inventor
尚哉 檜山
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP2010126747A priority Critical patent/JP5296744B2/en
Publication of JP2011251251A publication Critical patent/JP2011251251A/en
Application granted granted Critical
Publication of JP5296744B2 publication Critical patent/JP5296744B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/30Landfill technologies aiming to mitigate methane emissions

Landscapes

  • Processing Of Solid Wastes (AREA)

Description

本発明は、鉄筋コンクリート造の掘り込み式廃棄物処分場において、廃棄物の運搬車両・埋立作業関連重機・人などの通路として使用する連絡通路の構築方法に関するものである。   The present invention relates to a method for constructing a communication passage used as a passage for a waste transport vehicle, a landfill-related heavy machine, a person, and the like in a reinforced concrete excavated waste disposal site.

掘り込み式・鉄筋コンクリート造の廃棄物処分場は、図11に示すように、鉄筋コンクリート壁による外周側壁1を構築し、その内側を廃棄処分される廃棄物で埋め立てる。   As shown in FIG. 11, the digging-type reinforced concrete waste disposal site constructs an outer peripheral side wall 1 made of reinforced concrete walls and fills the inside with waste to be disposed of.

そして、外周側壁1の内側には廃棄物の運搬車両・埋立作業関連の重機・人などの通路として使用する連絡通路2が構築されるが、この連絡通路2はコンクリート製通路として、前記外周側壁1の内側に通路を保持するためのコンクリート壁3を構築し、両壁1,3間を中詰土砂または砕石4で埋め立てることで形成される。   A communication passage 2 is constructed inside the outer peripheral side wall 1 as a passage for waste transporting vehicles, heavy machinery and people related to landfill work, and the communication passage 2 is a concrete passage, and the outer peripheral side wall A concrete wall 3 for holding a passage is constructed inside 1, and the space between both walls 1 and 3 is formed by reclaiming with filled sand or crushed stone 4.

前記連絡通路2は斜路として形成されるもので、内側のコンクリート壁3の高さを徐々に変化させることにより、連絡通路2(斜路)面の高さを場外に地盤面高さ(GL±0m)から、処分場底面5(図示の場合は(GL−15.00m)まで遷移させて、地上と底面5との連絡通路を形成する。   The connecting passage 2 is formed as a ramp, and by gradually changing the height of the inner concrete wall 3, the height of the surface of the connecting passage 2 (slope) is set to the ground surface height (GL ± 0 m). ) To the disposal site bottom surface 5 (in the case of illustration, (GL-15.00 m)), a communication path between the ground and the bottom surface 5 is formed.

このようにして外周側壁1の凹所内に廃棄処分される廃棄物は、地面上から前記凹所内に対し前記連絡通路2の走行面を通って出入りする車両により、上記凹所内に搬送される。   The waste discarded in the recess of the outer peripheral side wall 1 in this way is transported into the recess by a vehicle that goes in and out through the running surface of the communication passage 2 from the ground to the inside of the recess.

この凹所内に搬送された廃棄物やその上を被覆する土砂は、地面上から前記凹所内に対し出入りするブルドーザやローラなど重機により敷き均され、かつ、押し固められる。このようにして、廃棄物による凹所の埋立作業が進められる。   The waste transported into the recess and the earth and sand covering the waste are spread and compacted by a heavy machine such as a bulldozer or a roller entering and exiting the recess from the ground. In this way, the reclamation work of the recess by the waste proceeds.

また、下記特許文献には、地面に形成された凹所内に廃棄物が廃棄されて、上記凹所内が廃棄物で埋め立てられるようにした廃棄物埋立設備、およびこの設備を用いた廃棄物埋立方法に関するものとして、傾斜道路が、凹所の内底面上に除去可能に積み上げられた複数の軽量ブロックにより形成されたものが示されている。
特開2009−279504号公報
Further, the following patent document discloses a waste landfill facility in which waste is disposed in a recess formed in the ground, and the interior of the recess is filled with waste, and a waste landfill method using this facility As for, an inclined road is shown formed by a plurality of light blocks removably stacked on the inner bottom surface of the recess.
JP 2009-279504 A

特許文献1の傾斜道路は凹所の内側面のうち、一部内側面とほぼ平行に延びるよう前記凹所の内底面から上方に向かって突出する仕切壁が設けられ、前記一部内側面と仕切壁との間に形成される。   The inclined road of Patent Document 1 is provided with a partition wall that protrudes upward from the inner bottom surface of the recess so as to extend substantially parallel to the inner surface of the recess, and the inner surface of the recess and the partition wall. Formed between.

前記図11に示した形式の処分場外周に二重の鉄筋コンクリート壁を構築し、両壁間にコンクリート通路(斜路)を構築する方法では、通路(斜路)面より下に埋立できない部分が発生し、これが容量のロスとなってしまう。   In the method of constructing a double reinforced concrete wall on the outer periphery of the disposal site of the type shown in FIG. 11 and constructing a concrete passage (slope) between both walls, a portion that cannot be buried below the passage (slope) surface occurs. This is a capacity loss.

また、前記特許文献1についても同様であり、傾斜道路が容量のロスとして存在する。   The same applies to Patent Document 1, and an inclined road exists as a capacity loss.

本発明の目的は前記従来例の不都合を解消し、処分場を建設する場合に、処分場内空寸法を従来の形式に比して縮減でき、同一容量の処分場を建設する場合に、掘削や埋め戻しの土砂扱い量・コンクリート・鉄筋などの建設資材の量を、従来形式に比して縮減でき、また、用地面積も縮減される廃棄物処分場が得られる廃棄物処分場の連絡通路およびその構築方法を提供することにある。   The object of the present invention is to eliminate the inconvenience of the conventional example, and when constructing a disposal site, the space size in the disposal site can be reduced as compared with the conventional type, and when constructing a disposal site of the same capacity, excavation and The amount of construction material such as the amount of earth and sand handled for backfilling, concrete and reinforcing bars can be reduced compared to the conventional type, and the waste disposal site can be obtained with a waste disposal site where the land area is also reduced. It is to provide the construction method.

本発明は前記目的を達成するため、廃棄物処分場の連絡通路としては、鉄筋コンクリート製外周側壁による掘り込み式廃棄物処分場において、上面に係止凹部を設けたコンクリートブラケットを前記外周側壁に形成し、このコンクリートブラケットに、端部の鍵部を係止させて鋼製枠組みのハンガータイプの通路ブロックを着脱自在に架設したことを要旨とするものである。   In order to achieve the above object, the present invention provides a waste disposal site with a concrete bracket having a locking recess formed on the upper surface in a digging-type waste disposal site with an outer peripheral side wall made of reinforced concrete. The gist of the present invention is that a hanger-type passage block having a steel framework is detachably installed on the concrete bracket by locking the key portion at the end.

廃棄物処分場の連絡通路の構築方法としては、(A)鉄筋コンクリート製外周側壁による掘り込み式廃棄物処分場の外周側壁の埋立空間側の側面の所定位置にブラケットを適宜間隔で設ける工程と、(B)前記処分場の埋立部にアプローチするためハンガータイプの鋼製枠組みの通路ブロックを前記ブラケットに嵌め込み、前記外周側壁に設けた通路ブロックの間に覆工板を架設して連続した通路を形成する工程と、(C)廃棄処分場内の埋立高さの上昇に応じて埋立に支障となる通路を撤去する工程とからなることを要旨とするものである。   As a method of constructing the communication path of the waste disposal site, (A) a step of providing brackets at appropriate intervals on the side surface on the landfill space side of the outer peripheral side wall of the digging-type waste disposal site by the outer peripheral side wall made of reinforced concrete; (B) In order to approach the landfill part of the disposal site, a passage block of a hanger type steel framework is fitted into the bracket, and a continuous passage is constructed by lining a cover plate between the passage blocks provided on the outer peripheral side wall. The gist consists of a step of forming, and (C) a step of removing a passage that hinders landfilling in accordance with an increase in the height of landfill in the disposal site.

本発明によれば、処分場の躯体を構築後に、別途製作した鋼製枠組みの通路ブロックを揚重機によりブラケット上に架設することで、連続した連絡通路(斜路)を形成するもので、廃棄物を積載した車両はこの斜路を自走し、地表より場内の埋立地点まで廃棄物を運搬する。そして、廃棄物は連絡通路(斜路)の下にも埋立処分が可能である。   According to the present invention, after constructing the housing of the disposal site, a continuous connecting passage (slope) is formed by installing a separately manufactured steel framework passage block on the bracket by a lifting machine. The vehicle carrying the vehicle runs on this ramp and transports waste from the surface to the landfill site. The waste can also be disposed of in the landfill under the connecting passage (slope).

また、廃棄物処分作業の進捗(埋立地盤面の上昇)に応じて、埋立の支障となった通路ブロックは順次撤去し、この通路ブロックによる連絡通路があった空間にも廃棄物を処分することができる。   In addition, in accordance with the progress of waste disposal work (increase in landfill surface), the passage blocks that obstruct landfill will be removed one after another, and the waste will also be disposed of in the space where there was a communication passage by this passage block. Can do.

以上述べたように本発明の廃棄物処分場の連絡通路およびその構築方法は、ブッロク化した着脱式の連絡通路を外周側壁に設置し、これを廃棄物運搬車両・埋立作業関連重機・人などの通路とするもので、処分場を建設する場合に、処分場内空寸法を従来の形式に比して縮減でき、同一容量の処分場を建設する場合に、掘削や埋め戻しの土砂扱い量・コンクリート・鉄筋などの建設資材の量を、従来形式に比して縮減でき、また、用地面積も縮減される廃棄物処分場が得られるものである。   As described above, the communication path of the waste disposal site according to the present invention and the construction method thereof are installed on the outer peripheral side wall with a detachable communication path, which is a waste transport vehicle, a landfill work-related heavy machine, a person, etc. When constructing a disposal site, the size of the space inside the disposal site can be reduced compared to the conventional type. When constructing a disposal site of the same capacity, The amount of construction materials such as concrete and reinforcing bars can be reduced compared to the conventional type, and a waste disposal site that can reduce the land area can be obtained.

以下、図面について本発明の実施の形態を詳細に説明する。図1は廃棄物処分場の連絡通路の構築方法の第1工程を示す縦断正面図、図2は同上第2工程を示す縦断正面図で、図中1は鉄筋コンクリート製外周側壁による掘り込み式廃棄物処分場の外周側壁で、その内側が廃棄処分される廃棄物で埋め立てる部分となる。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. Fig. 1 is a longitudinal front view showing the first step of the construction method of the communication path of the waste disposal site, Fig. 2 is a longitudinal front view showing the second step of the above, and 1 in the figure is digging-type disposal by the reinforced concrete outer peripheral side wall On the outer peripheral side wall of the waste disposal site, the inside becomes a part to be reclaimed with waste to be disposed of.

さきに、本発明の廃棄物処分場の連絡通路を説明すると、図2に示すように、外周側壁1のコンクリートブラケット6に対して、外周側壁1の外側から揚重機を使用して着脱するもので、鋼製枠組みのハンガータイプの通路ブロック8とその上に敷設する覆工板13からなる斜路15である。(図8参照)覆工板13に転落防止柵14を取り付ける。   First, the communication path of the waste disposal site according to the present invention will be described. As shown in FIG. 2, it is attached to and detached from the concrete bracket 6 on the outer peripheral side wall 1 using a lifting machine from the outer side of the outer peripheral side wall 1. The steel frame is a hanger-type passage block 8 and a ramp 15 composed of a lining plate 13 laid thereon. (Refer FIG. 8) The fall prevention fence 14 is attached to the lining board 13.

廃棄物処分場は図7に示すように矩形の場合では、前記斜路15は外周側壁1の1辺に沿った直線的なものでよいが、図9に示すように廃棄物処分場が円筒形状の貯留槽の場合は螺旋として外周側壁1に沿って旋回するものとなる。   In the case where the waste disposal site is rectangular as shown in FIG. 7, the ramp 15 may be linear along one side of the outer peripheral side wall 1, but the waste disposal site is cylindrical as shown in FIG. In the case of this storage tank, it turns along the outer peripheral side wall 1 as a spiral.

次に、本発明の廃棄物処分場の連絡通路の構築方法について説明する。   Next, the construction method of the communication path of the waste disposal site of the present invention will be described.

図1に示すように、外周側壁1の埋立空間側の側面の所定位置にコンクリートブラケット6を適宜間隔で設ける。   As shown in FIG. 1, concrete brackets 6 are provided at appropriate intervals at predetermined positions on the side surface of the outer peripheral side wall 1 on the landfill space side.

このコンクリートブラケット6は図5、図6に示すよう外周側壁1にこれから張り出すように一体的に形成するもので、水平面とした上面に係止凹部7を設けている。   The concrete bracket 6 is integrally formed so as to project from the outer peripheral side wall 1 as shown in FIGS. 5 and 6, and is provided with a locking recess 7 on the horizontal upper surface.

図中8は形鋼を用いた鋼製枠組みのハンガータイプの通路ブロックで、上梁材8aと下梁材8bとに支柱8cを渡し、支柱8c間に斜材8dを配設したトラス構造のものである。   In the figure, reference numeral 8 denotes a hanger-type passage block of a steel framework using shape steel, which has a truss structure in which struts 8c are passed between an upper beam member 8a and a lower beam member 8b, and a diagonal member 8d is disposed between the columns 8c. Is.

通路ブロック8は上梁材8aの端部を直角に下向きに曲げて鍵部9を形成し、また、下梁材8bの端はこの鍵部9よりもさらに横に突き出させて先端が外周側壁1の側面に当接する当接支承部10として形成する。   The passage block 8 bends the end portion of the upper beam member 8a perpendicularly downward to form a key portion 9, and the end of the lower beam member 8b protrudes further laterally than the key portion 9 so that the tip is an outer peripheral side wall. It forms as the contact support part 10 contact | abutted to 1 side surface.

前記コンクリートブラケット6に、端部の鍵部9を係止させて通路ブロック8を架設する。通路ブロック8は鍵部9を支点にして、外周側壁1から片持ち状態で支承される。   The passage block 8 is installed on the concrete bracket 6 by engaging the key portion 9 at the end. The passage block 8 is supported in a cantilever state from the outer peripheral side wall 1 with the key portion 9 as a fulcrum.

図3に示すように、適宜間隔で並列する通路ブロック8は水平つなぎ11で連結するとともに、並列する通路ブロック8上に桁材12を渡し、平行する桁材12で支えて通路ブロック8間に覆工板13を取り外し可能に敷設する。   As shown in FIG. 3, the passage blocks 8 arranged in parallel at appropriate intervals are connected by a horizontal link 11, and a girder 12 is passed over the parallel passage blocks 8 and supported by the parallel girder 12 between the passage blocks 8. The lining plate 13 is laid detachably.

このようにして、処分場の躯体である外周側壁1を構築後に、別途製作した通路ブロック8を揚重機によりコンクリートブラケット6に架設することで、通路ブロック8と覆工板13により連続した斜路15を連絡通路として形成する。   In this way, after constructing the outer peripheral side wall 1 which is a housing of the disposal site, a separately manufactured passage block 8 is installed on the concrete bracket 6 by a lifting machine, so that a continuous slope 15 by the passage block 8 and the lining plate 13 is provided. Is formed as a communication passage.

図中14は、覆工板13から立ち上げた転落防止柵である。   In the figure, 14 is a fall prevention fence raised from the lining plate 13.

廃棄物を積載した車両はこの斜路15を自走し、地表より場内の埋立地点まで廃棄物を運搬する。廃棄物は斜路15の下にも埋立処分が可能である。   A vehicle loaded with waste travels on this ramp 15 and carries the waste from the surface to the landfill site in the field. Waste can also be disposed of under the ramp 15.

廃棄物処分作業の進捗(埋立地盤面の上昇)に応じて、埋立の支障となった通路ブロック8は順次撤去し、この通路ブロック8のあった空間にも廃棄物を処分する。   In accordance with the progress of the waste disposal operation (increase of the landfill board surface), the passage blocks 8 that have hindered landfill are sequentially removed, and the waste is also disposed in the space where the passage blocks 8 were located.

撤去した通路ブロック8および覆工板13の部材を鋼材として回収し、有価物として処分あるいは再利用する。   The removed members of the passage block 8 and the lining plate 13 are collected as steel materials and disposed or reused as valuable materials.

本発明の廃棄物処分場の連絡通路の構築方法の第1工程を示す縦断正面図である。It is a vertical front view which shows the 1st process of the construction method of the communication path of the waste disposal site of this invention. 本発明の廃棄物処分場の連絡通路の構築方法の第2工程を示す縦断正面図である。It is a vertical front view which shows the 2nd process of the construction method of the communication path of the waste disposal site of this invention. 本発明の廃棄物処分場の連絡通路およびその構築方法の1実施形態を示す平面図である。It is a top view which shows one Embodiment of the communication path of the waste disposal site of this invention, and its construction method. 本発明の廃棄物処分場の連絡通路の1実施形態を示す拡大縦断正面図である。It is an enlarged vertical front view which shows one Embodiment of the communication path of the waste disposal site of this invention. コンクリートブラケットの側面図である。It is a side view of a concrete bracket. コンクリートブラケットの平面図である。It is a top view of a concrete bracket. 廃棄物処分場が矩形の場合の平面図である。It is a top view in case a waste disposal site is rectangular. 図7のA−A線断面図である。It is the sectional view on the AA line of FIG. 廃棄物処分場が円形の場合の平面図である。It is a top view in case a waste disposal site is circular. 廃棄物処分場が円形の場合の縦断側面図である。It is a vertical side view in case a waste disposal site is circular. 従来例を示す縦断正面図である。It is a vertical front view which shows a prior art example.

1…外周側壁 2…連絡通路
3…コンクリート壁 4…砕石
5…底面 6…コンクリートブラケット
7…係止凹部 8…通路ブロック
8a…上梁材 8b…下梁材
8c…支柱 8d…斜材
9…鍵部 10…当接支承部
11…水平つなぎ 12…桁材
13…覆工板 14…転落防止柵
15…斜路
DESCRIPTION OF SYMBOLS 1 ... Outer peripheral side wall 2 ... Communication channel | path 3 ... Concrete wall 4 ... Crushed stone 5 ... Bottom 6 ... Concrete bracket 7 ... Locking recessed part 8 ... Passage block 8a ... Upper beam material 8b ... Lower beam material 8c ... Column 8d ... Diagonal material 9 ... Key part 10 ... Abutment support part 11 ... Horizontal connection 12 ... Girder material 13 ... Cover plate 14 ... Fall prevention fence 15 ... Slope

Claims (2)

鉄筋コンクリート製外周側壁による掘り込み式廃棄物処分場において、上面に係止凹部を設けたコンクリートブラケットを前記外周側壁に形成し、このコンクリートブラケットに、端部の鍵部を係止させて鋼製枠組みのハンガータイプの通路ブロックを着脱自在に架設し、該通路ブロック間に覆工板を取り外し可能に敷設したことを特徴とする廃棄物処分場の連絡通路。   In a digging-type waste disposal site with a reinforced concrete outer peripheral side wall, a steel bracket is formed by forming a concrete bracket with a locking recess on the upper surface on the outer peripheral side wall, and locking the key part at the end to the concrete bracket. A communication path of a waste disposal site, wherein a hanger-type passage block is detachably installed and a lining plate is detachably installed between the passage blocks. (A)鉄筋コンクリート製外周側壁による掘り込み式廃棄物処分場の外周側壁の埋立空間側の側面の所定位置にブラケットを適宜間隔で設ける工程と、
(B)前記処分場の埋立部にアプローチするためハンガータイプの鋼製枠組みの通路ブロックを前記ブラケットに嵌め込み、前記外周側壁に設けた通路ブロックの間に覆工板を架設して連続した通路を形成する工程と、
(C)廃棄処分場内の埋立高さの上昇に応じて埋立に支障となる通路を撤去する工程
とからなることを特徴とする廃棄物処分場の連絡通路およびその構築方法。
(A) a step of providing brackets at appropriate intervals on the side surface on the landfill space side of the outer peripheral side wall of the digging-type waste disposal site by the outer peripheral side wall made of reinforced concrete;
(B) In order to approach the landfill part of the disposal site, a passage block of a hanger type steel framework is fitted into the bracket, and a continuous passage is constructed by lining a cover plate between the passage blocks provided on the outer peripheral side wall. Forming, and
(C) A method for constructing a communication path for a waste disposal site, and a method for constructing the same, including a step of removing a passage that hinders landfilling in response to an increase in the height of landfill in the disposal site.
JP2010126747A 2010-06-02 2010-06-02 Communication path of waste disposal site and construction method Expired - Fee Related JP5296744B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2010126747A JP5296744B2 (en) 2010-06-02 2010-06-02 Communication path of waste disposal site and construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2010126747A JP5296744B2 (en) 2010-06-02 2010-06-02 Communication path of waste disposal site and construction method

Publications (2)

Publication Number Publication Date
JP2011251251A JP2011251251A (en) 2011-12-15
JP5296744B2 true JP5296744B2 (en) 2013-09-25

Family

ID=45415635

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2010126747A Expired - Fee Related JP5296744B2 (en) 2010-06-02 2010-06-02 Communication path of waste disposal site and construction method

Country Status (1)

Country Link
JP (1) JP5296744B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102291820B1 (en) * 2019-09-17 2021-08-24 황혜영 Method to landfill waste while constructing a landfill site

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3040303U (en) * 1997-02-07 1997-08-19 株式会社環境科学 Waste disposal site
JP4409739B2 (en) * 2000-09-27 2010-02-03 太陽工業株式会社 Waste disposal site and concrete wall construction method
JP2003047926A (en) * 2001-08-08 2003-02-18 Shigenobu Furukawa Ensurance measure of disposal plant for final disposed matter discharged from intermediate treatment facilities for waste and transport method for final disposed matter
JP4126897B2 (en) * 2001-11-08 2008-07-30 株式会社大林組 Landfill method of waste disposal site
JP2004298689A (en) * 2003-03-28 2004-10-28 Kumagai Gumi Co Ltd Waste collection facility with roof
JP2009279504A (en) * 2008-05-21 2009-12-03 Taiyo Kogyo Corp Waste reclamation equipment and waste reclamation method using the equipment

Also Published As

Publication number Publication date
JP2011251251A (en) 2011-12-15

Similar Documents

Publication Publication Date Title
JP5012405B2 (en) Underground purification structure and construction method
JP5437149B2 (en) Retaining wall retaining structure and its installation method
JP2017096063A (en) Earth retaining excavation method and skeleton construction method
KR101169462B1 (en) Top-down construction method using post member
JP5424669B2 (en) Building demolition method
JP5356780B2 (en) Structure, construction method and design method of structure
JP5296744B2 (en) Communication path of waste disposal site and construction method
JP2009279504A (en) Waste reclamation equipment and waste reclamation method using the equipment
JP2020081979A (en) Waste disposal site
JP5089562B2 (en) Permeation gutter structure
JP6475554B2 (en) Construction method of shaft and construction method of underground storage tank
JP3345598B2 (en) Waste landfill stock equipment
JP6402056B2 (en) Vertical shaft, underground storage tank, vertical shaft construction method and underground storage tank construction method
JP2017206882A (en) Method of constructing underground structure
JP5181288B2 (en) Structure of new structure using existing pile and existing foundation and construction method of new structure using existing pile and existing foundation
KR100655182B1 (en) Retaining wall used waste concrete and method to construct it
JP6920039B2 (en) How to dismantle the existing underground skeleton
JP2007297817A (en) Form for top of slope
JP5770477B2 (en) Access passage for underground storage facilities
JP7514171B2 (en) Arrangement of concrete pressure pipes
JP7108556B2 (en) Waste input method and waste input device
KR20130087669A (en) Down-up method of underground structure
JP2006090071A (en) Reinforced earth wall constructing instrument
JP4155519B2 (en) Construction method of concrete frame with underdrain
JP2012007371A (en) Method for constructing underground tank

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20121022

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20130425

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: 20130611

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20130613

R150 Certificate of patent or registration of utility model

Ref document number: 5296744

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

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

LAPS Cancellation because of no payment of annual fees