JPH0461932B2 - - Google Patents
Info
- Publication number
- JPH0461932B2 JPH0461932B2 JP22301687A JP22301687A JPH0461932B2 JP H0461932 B2 JPH0461932 B2 JP H0461932B2 JP 22301687 A JP22301687 A JP 22301687A JP 22301687 A JP22301687 A JP 22301687A JP H0461932 B2 JPH0461932 B2 JP H0461932B2
- Authority
- JP
- Japan
- Prior art keywords
- block
- slope
- blocks
- installing
- suspended
- 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
Links
- 238000000034 method Methods 0.000 claims description 14
- 239000007787 solid Substances 0.000 claims description 6
- 239000004575 stone Substances 0.000 description 16
- 238000009434 installation Methods 0.000 description 13
- 241001070941 Castanea Species 0.000 description 8
- 235000014036 Castanea Nutrition 0.000 description 8
- 238000010276 construction Methods 0.000 description 7
- 239000000725 suspension Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【発明の詳細な説明】
〔産業上の技術分野〕
本発明は、傾斜した地盤面上に法枠ブロツクを
設置し、その法枠ブロツク内に栗石を敷設して傾
斜面の崩壊を防止する工事の際に使用される法枠
ブロツクの設置方法に関するものである。[Detailed description of the invention] [Industrial technical field] The present invention is a construction work in which a slope block is installed on a sloped ground surface and a chestnut stone is laid inside the slope block to prevent the slope from collapsing. This relates to the installation method of the legal frame blocks used in the
従来、傾斜した地盤面上に法枠ブロツクを設置
する場合には、第9図に示すごとく、その地盤面
1に対し、Aで示す部分を切取り、その上にクレ
ーンを配置し、次にB,C,Dで示す順序で法枠
ブロツク及び栗石敷設を行ない、次に、Eで示す
部分を切取り、同じくその上に再びクレーンを配
置してF,Gで示す順序で法枠ブロツク及び栗石
敷設を行ない、更に引続き同様にH及びKの切取
り、I,J及びL,Mの法枠ブロツク及び栗石敷
設のごとき施工順序で工事が法枠施工範囲にわた
つて行なわれるが、法枠施工は二次切取りの進捗
度に合せて行なわれるようになつている。
Conventionally, when installing a legal frame block on a sloped ground surface, as shown in Fig. 9, the part indicated by A is cut out from the ground surface 1, the crane is placed on top of it, and then the part B is cut out. , C, and D. Next, cut out the part shown as E, place the crane on top of it again, and lay the sandstone blocks and chestnut stones in the order shown as F and G. Then, the construction work is carried out in the same order as cutting H and K, I, J, L, M and laying stone. This is done according to the progress of the next cut.
上記の法枠施工時には、第10図に示すごと
く、傾斜した地盤面1を切取り、法面整理した
後、平坦部分2にクレーン3を配置し、運搬して
きた法枠ブロツク4を傾斜面の下から上に順次ク
レーン3によつて第12図に示すごとき、天端ブ
ロツク5、左右の堅地ブロツク6及び下端ブロツ
ク7からなる法枠ブロツクを設置し、その法枠ブ
ロツク内に栗石17を敷設している。 When constructing the above-mentioned slope, as shown in Figure 10, after cutting the sloped ground surface 1 and clearing the slope, a crane 3 is placed on the flat area 2, and the transported slope block 4 is placed under the slope. As shown in Fig. 12, the crane 3 sequentially installs a slope block consisting of a top block 5, left and right hard ground blocks 6, and a bottom block 7, and lays chestnut stone 17 inside the slope block. are doing.
この場合、上記地盤面1の切取り、法面整理、
基礎コンクリート施工、法枠ブロツク4の運搬、
据付や、第11図に示す足場8の設置、アンカー
打込やコンクリートの充填、落石防止柵9の設置
が必要となり、高所作業であるため第10図のご
とく作業者用に親綱24が必要であり、更に、上
記の法枠ブロツク4の設置作業中は、クレーン3
を配置した部分の切取り等ができないため、作業
能率が悪く、設備費もかさむという問題があつ
た。 In this case, cutting the ground surface 1 above, clearing the slope,
Foundation concrete construction, transportation of legal framework block 4,
Installation, installation of scaffolding 8 shown in Fig. 11, driving of anchors, filling of concrete, and installation of rock fall prevention fence 9 are required, and since the work is at height, a parent rope 24 is provided for the worker as shown in Fig. 10. In addition, during the installation work of the above-mentioned legal frame block 4, the crane 3
Since it was not possible to cut out the part where the wafer was placed, there were problems in that work efficiency was poor and equipment costs were high.
本発明は、前記従来の問題点を解消するために
なされたものであり、人力による法枠ブロツクの
設置を可能とし、クレーンや足場の設置を必要と
しない法枠ブロツクの設置方法を提供して、その
作業能率の向上及び作業コストの低減をはかるこ
とを目的としたものである。
The present invention was made in order to solve the above-mentioned conventional problems, and provides a method for installing a legal framework block that enables manual installation of a legal framework block and does not require the installation of a crane or scaffolding. The purpose is to improve the work efficiency and reduce the work cost.
上記の目的を達成するための本発明の法枠ブロ
ツクの設置方法は、傾斜した地盤面を所定間隔切
取り、法面整理をした後、その上部に打込んだ逆
打アンカーに天端ブロツクを係止させ、その天端
ブロツクにアンカーキヤツプを介して吊り下げた
ターンバツクル付の吊りボルトの下端に下端ブロ
ツクを吊り下げた状態で、左右の堅地ブロツクを
据付け、下端ブロツク及び堅地ブロツクを本設ア
ンカーで固定した後、逆打アンカーを撤去し、上
記下端ブロツクから吊り下げた吊りボルトの下端
に、次の下端ブロツクを吊り下げた状態で、左右
の堅地ブロツクを据え付け、次の下端ブロツク及
び堅地ブロツクを本設アンカーで固定して次の法
枠ブロツクを順次設置する作業と、地盤面を所定
間隔切取り、法面整理をする作業とを交互に繰り
返し行なうことを特徴としたものである。
The method of installing the slope block of the present invention to achieve the above object is to cut out the sloped ground surface at predetermined intervals, clear the slope, and then attach the top block to a reverse driving anchor driven into the upper part of the slope. With the lower end block hanging from the lower end of the suspension bolt with a turnbuckle suspended from the top block via the anchor cap, install the left and right hard ground blocks, and permanently install the lower end block and the hard ground block. After fixing with the anchor, remove the reverse anchor, and with the next lower end block suspended from the lower end of the hanging bolt suspended from the lower end block, install the left and right hard ground blocks, and then attach the next lower end block and This method is characterized by alternately repeating the work of fixing solid ground blocks with permanent anchors and successively installing the next slope blocks, and the work of cutting out the ground surface at predetermined intervals and clearing the slope surface. .
上記の方法によれば、例えば、2段の法枠ブロ
ツク施工範囲に相当する地盤面を切取り、法面整
理した後、例えば、1ブロツク70Kg程度の上端ブ
ロツク、下端ブロツク及び左右の堅地ブロツクか
らなる法枠ブロツクを、上記の切取り、整理され
た法面の上端から下方に向つて順次設置し、次に
更に下方の地盤面を切取り、法面整理し、再び法
枠ブロツク設置を行ない、この工程を交互に繰り
返すことにより、クレーンの配置を必要とせず、
しかも高所作業もなしに法枠ブロツクの設置がで
きる。 According to the above method, for example, after cutting the ground surface corresponding to the construction range of two tiers of slope blocks and clearing the slope, for example, from the upper end block, lower end block, and left and right hard ground blocks of about 70 kg per block, The slope blocks are installed in order from the top of the cut and cleared slope downwards, and then the ground surface further below is cut, the slope is cleared, and the slope blocks are installed again. By repeating the process alternately, there is no need to deploy a crane.
Furthermore, the legal frame blocks can be installed without having to work at heights.
以下図面を参照して本発明の法枠ブロツクの設
置方法による法枠ブロツクの設置工事の実施例を
説明するが、まず第1−A図は、その設置工事に
おける施工順序を説明する傾斜した地盤面の側断
面図であり、この発明では、地盤面1に対し、そ
の上方から下方に向つて高さ間隔C1,C2,C3…
C8,C9の順序でその地盤面1を切取り、法面整
理を行なつているが、その切取り、法面整理ごと
にそれぞれB1,B2,B3…B8,B9のごとく法枠ブ
ロツクを設置し、その法枠ブロツク内に栗石の敷
設をするようにしており、その順序フローを第1
−B図に示している。
An embodiment of the installation work of the slope block according to the method of installing the slope block of the present invention will be described below with reference to the drawings. In the present invention, height intervals C 1 , C 2 , C 3 . . . from above to below with respect to the ground surface 1 are shown.
The ground surface 1 is cut in the order of C 8 and C 9 and the slope is cleared, but each cut and slope is cleared as B 1 , B 2 , B 3 ...B 8 , B 9 , respectively. A legal framework block is set up, and chestnut stones are laid within that legal framework block, and the order flow is as follows:
- Shown in Figure B.
次に、第1−A図のX部分の拡大側断面図であ
る第2−A図に示すように、例えば、高さ間隔
C6を、更にC6-1,C6-2,C6-3の3段の所定間隔ご
とにその地盤面1を切取り、法面整理を行ない、
その間にC6-1の切取り、法面整理の後に、B6-1,
B6-2の法枠ブロツクの設置、栗石の敷設を行な
う工程を、第2−B図の順序フロー図のごとく繰
り返し行なうようにしている。 Next, as shown in FIG. 2-A, which is an enlarged side sectional view of the X portion of FIG. 1-A, for example, the height interval
C 6 , and then cut out the ground surface 1 at predetermined intervals in three stages of C 6-1 , C 6-2 , and C 6-3 , and cleared the slope.
In the meantime, after cutting C 6-1 and clearing the slope, B 6-1 ,
The process of installing the legal frame blocks and laying the stone in B 6-2 is repeated as shown in the flowchart shown in Figure 2-B.
そこで、上記C6-1のごとき所定間隔を切取り、
法面整理をした後に、その上部に第3−B図のご
とく逆打アンカー10を打込み、その逆打アンカ
ー10の上部に係止させた各天端ブロツク5に、
第3−A図に示すごとくコの字形のアンカーキヤ
ツプ12を介して第4−A図及び第4−B図のご
とくターンバツクル13をその途中に取付けた吊
りボルト14の下端に下端ブロツク7を吊り下げ
た状態で、左右の堅地ブロツク6を据付けるが、
その際、Lピン21より横ずれを防止している。 Therefore, we cut out a predetermined interval like C 6-1 above,
After clearing the slope, a reverse stroke anchor 10 is driven into the upper part of the slope as shown in Fig. 3-B, and each top block 5 is secured to the upper part of the reverse stroke anchor 10.
The lower end block 7 is suspended from the lower end of the suspension bolt 14 to which the turnbuckle 13 is attached in the middle as shown in Figs. 4-A and 4-B via the U-shaped anchor cap 12 as shown in Fig. 3-A. In the lowered state, install the left and right solid ground blocks 6,
At this time, the L pin 21 prevents lateral displacement.
次に、下端ブロツク7と左右の堅地ブロツク6
とを本設アンカー11で固定する。この際、吊り
ボルト14のターンバツクル13の締付けによる
微調整を行なうが、この時、本設アンカー11へ
のプレロードを目的としてプラスチツクキヤンバ
ー15を本設アンカー11部分に挿設している。 Next, the lower end block 7 and the left and right hard ground blocks 6
and are fixed with permanent anchors 11. At this time, fine adjustments are made by tightening the turnbuckles 13 of the hanging bolts 14. At this time, a plastic camber 15 is inserted into the main anchor 11 for the purpose of preloading the main anchor 11.
また、天端部5と下端ブロツク7の吊りボルト
14介設ブロツクの隅部分の損傷防止のため木製
キヤンバー16がそれぞれ設けられている。 In addition, wooden cambers 16 are provided to prevent damage to the corner portions of the suspension bolts 14 of the top end 5 and bottom end blocks 7, respectively.
次に、逆打アンカー10と木製キヤンバー16
を撤去し、第5図に示す本設アンカー11部にコ
ンクリートを充填し、これら天端ブロツク5、堅
地ブロツク6、下端ブロツク7からなる法枠ブロ
ツク内に栗石17を敷設する。 Next, the reverse anchor 10 and the wooden camber 16
is removed, concrete is filled in the main anchor 11 shown in FIG.
以上により第2−A図の法枠ブロツクB6-1の
設置と栗石の敷設が完了するが、次いで上記の下
端ブロツク7に、第4−A図及び第4−B図のご
とくターンバツクル13を有する吊りボルト14
をアンカーキヤツプ12を介して吊り下げ、その
下端に次の下端ブロツク7を吊り下げた状態で左
右の堅地ブロツク6を据付け、本設アンカー11
でこれらを固定した後法枠ブロツクB6-1の吊り
ボルト14を撤去し、法枠ブロツクB6-1のコン
クリート充填を行ない、次に枠組された法枠ブロ
ツクB6-2内に栗石17を敷設する。本実施例で
は、B6-1の法枠ブロツクを設置した後にB6-1の
法枠ブロツク内に栗石を敷設しているが、B6-1
とB6-2の法枠ブロツクを設置した後にB6-1と
B6-2の法枠ブロツク内に栗石を敷設してもよい。 With the above steps, the installation of the legal frame block B 6-1 and the laying of the stone stone in Figure 2-A are completed. Next, the turnbuckle 13 is installed on the lower end block 7 as shown in Figures 4-A and 4-B. Hanging bolt 14 with
is suspended via the anchor cap 12, and with the next lower end block 7 suspended from its lower end, the left and right hard ground blocks 6 are installed, and the main anchor 11
After fixing these, remove the hanging bolts 14 of the slope block B 6-1 , fill the slope block B 6-1 with concrete, and then place the chestnut stones 17 inside the framed slope block B 6-2. Lay down. In this example, after installing the B 6-1 legal frame block, chestnut stones are laid inside the B 6-1 legal frame block.
and B 6-1 after installing the legal frame block of B 6-2 .
Chestnut stones may be placed inside the legal framework block of B 6-2 .
ここで、第6図に示すように、B6-0で示す天
端コンクリート18の施工を型枠使用なしに行な
う。 Here, as shown in FIG. 6, the crown concrete 18 indicated by B 6-0 is constructed without using formwork.
次に、第2−A図のC6-2で示す切取り、法面整
理を行なつた後、上記法枠ブロツクB6-2の下方
に例えば法枠ブロツクB6-3の設置を上記の工程
により繰り返すことにより行なう。 Next, after cutting and arranging the slope as shown in C 6-2 in Figure 2-A, for example, the slope block B 6-3 is installed below the slope block B 6-2 as described above. This is done by repeating the process.
以上の繰り返し作業により、例えば第2−A図
の下端の法枠ブロツクB6-7の設置及び栗石の敷
設が完了すると、第7図のごとく下端ブロツクを
吊り下げた吊りボルト14の下端の係止部分をさ
や管19内に挿入して、第2−A図でB6-8で示
す基礎コンクリート20を打設し、上記吊りボル
ト14を撤去するが、以上の作業手順のフローを
第8図に示している。 By repeating the above operations, for example, when the installation of the lower end legal frame block B 6-7 in Figure 2-A and the laying of the stone are completed, the lower end of the hanging bolt 14 that hangs the lower end block is fixed as shown in Figure 7. The stop portion is inserted into the sheath pipe 19, the foundation concrete 20 shown as B6-8 in Figure 2-A is poured, and the suspension bolts 14 are removed. As shown in the figure.
以上に説明したごとく、本発明の法枠ブロツク
の設置方法では、法枠ブロツク設置のためのクレ
ーンを使用しないのでクレーン配置用の平坦部分
が不要になるので、法枠ブロツクの設置が終了
し、栗石の敷設中にその下部位置の地盤面の切取
り等ができ、作業能率が向上するという効果があ
る。
As explained above, in the method for installing a legal frame block of the present invention, a crane is not used for installing the legal frame block, so a flat area for crane placement is not required, so the installation of the legal frame block is completed, While laying the chestnut stones, it is possible to cut out the ground surface below the stones, which has the effect of improving work efficiency.
また、法枠ブロツクの配置及び栗石の敷設作業
は高所作業にはならぬため、安全対策の諸設備も
不要であり、安全な作業が可能となるという利点
もあり、全体としてその作業に要するコストを著
しく低減できることになる。 In addition, since the work of arranging the framework blocks and laying the stone stones does not involve work at heights, there is no need for various safety equipment, which has the advantage of enabling safe work, and overall the work requires This means that costs can be significantly reduced.
第1−A図は本発明の法枠ブロツクの設置方法
による設置工事における施工順序を説明する傾斜
した地盤面の側断面図、第1−B図は第1−A図
の順序フロー図、第2−A図は第1−A図の矢印
Xで示す要部拡大側断面図、第2−B図は第2−
A図の順序フロー図、第3−A図は法枠ブロツク
設置時の天端ブロツクを示す正面図、第3−B図
は第3−A図の側断面図、第4−A図は最初の法
枠ブロツク設置の状態を示す正面図、第4−B図
は第4−A図の側断面図、第5図は2段目迄の法
枠ブロツク設置の状態を示す正面図、第6図は天
端コンクリートの施工状態を示す側断面図、第7
図は基礎コンクリートの打設状態を示す側断面
図、第8図は第2−A図に示す本発明の法枠ブロ
ツクの設置方法の作業手順の示すフロー図、第9
図は従来の法枠ブロツクの設置時の施工順序を説
明する傾斜した地盤面の側断面図、第10図及び
第11図は第9図の施工時の作業状態を説明する
側断面図、第12図は施工された法枠ブロツクの
要部正面図である。
1……地盤面、5……天端ブロツク、6……堅
地ブロツク、7……下端ブロツク、10……逆打
アンカー、11……本設アンカー、12……アン
カーキヤツプ、13……ターンバツクル、14…
…吊りボルト、17……栗石。
Figure 1-A is a side cross-sectional view of a sloped ground surface illustrating the construction sequence in installation work using the method of installing a slope block of the present invention, Figure 1-B is a flowchart of the sequence shown in Figure 1-A, Figure 2-A is an enlarged side sectional view of the main part indicated by arrow X in Figure 1-A, and Figure 2-B is an enlarged side sectional view of the main part indicated by arrow X in Figure 1-A.
The order flow diagram of Figure A, Figure 3-A is a front view showing the top block when the legal frame block is installed, Figure 3-B is a side sectional view of Figure 3-A, and Figure 4-A is the initial view. Fig. 4-B is a side sectional view of Fig. 4-A, Fig. 5 is a front view showing the installation of the legal frame blocks up to the second stage, The figure is a side sectional view showing the construction status of the crown concrete.
The figure is a side cross-sectional view showing the condition of foundation concrete being placed, Figure 8 is a flow diagram showing the work procedure of the method of installing a legal frame block of the present invention shown in Figure 2-A, and Figure 9
The figure is a side cross-sectional view of a sloping ground surface explaining the construction sequence when installing a conventional slope block. Figure 12 is a front view of the main parts of the constructed legal frame block. 1...Ground surface, 5...Top block, 6...Solid ground block, 7...Bottom block, 10...Reverse anchor, 11...Permanent anchor, 12...Anchor cap, 13...Turnbuckle , 14...
...Hanging bolt, 17...Kuriishi.
Claims (1)
をした後、その上部に打込んだ逆打アンカーに係
止させた天端ブロツクから吊下げた吊りボルトの
下端に下端ブロツクを吊り下げた状態で、左右の
堅地ブロツクを据付け、下端ブロツク及び堅地ブ
ロツクを本設アンカーで固定した後、逆打アンカ
ーを撤去し、上記下端ブロツクから吊り下げた吊
りボルトの下端に、次の下端ブロツクを吊り下げ
た状態で、左右の堅地ブロツクを据え付け、次の
下端ブロツク及び堅地ブロツクを本設アンカーで
固定して次の法枠ブロツクを順次設置する作業
と、地盤面を所定間隔切取り、法面整理をする作
業とを交互に繰り返し行う法枠ブロツクの設置方
法。1 After cutting the sloped ground surface at specified intervals and leveling the slope, the lower end block is suspended from the lower end of the hanging bolt that is suspended from the upper end block which is secured to the reverse anchor driven into the upper part. After installing the left and right solid ground blocks and fixing the lower end block and solid ground block with the permanent anchors, remove the reverse anchor and attach the next lower end block to the lower end of the hanging bolt suspended from the lower end block. In the suspended state, install the left and right hard ground blocks, fix the next lower end block and solid ground block with permanent anchors, and install the next slope blocks one after another. A method of installing a legal frame block that alternates with the work of arranging the surfaces.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22301687A JPS6466317A (en) | 1987-09-08 | 1987-09-08 | Setting of slope frame block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22301687A JPS6466317A (en) | 1987-09-08 | 1987-09-08 | Setting of slope frame block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6466317A JPS6466317A (en) | 1989-03-13 |
| JPH0461932B2 true JPH0461932B2 (en) | 1992-10-02 |
Family
ID=16791510
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22301687A Granted JPS6466317A (en) | 1987-09-08 | 1987-09-08 | Setting of slope frame block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6466317A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107476319A (en) * | 2017-09-04 | 2017-12-15 | 崔宇鹏 | Mountain area steep slope region Road Bridge Pile Foundation construction method |
-
1987
- 1987-09-08 JP JP22301687A patent/JPS6466317A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6466317A (en) | 1989-03-13 |
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