JP2023161930A - Disassembling method of support frame, horizontally placing auxiliary tool of deformation preventing frame, and disassembling device of support frame - Google Patents

Disassembling method of support frame, horizontally placing auxiliary tool of deformation preventing frame, and disassembling device of support frame Download PDF

Info

Publication number
JP2023161930A
JP2023161930A JP2022072590A JP2022072590A JP2023161930A JP 2023161930 A JP2023161930 A JP 2023161930A JP 2022072590 A JP2022072590 A JP 2022072590A JP 2022072590 A JP2022072590 A JP 2022072590A JP 2023161930 A JP2023161930 A JP 2023161930A
Authority
JP
Japan
Prior art keywords
deformation prevention
frame
prevention frame
deformation
deformation preventing
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
JP2022072590A
Other languages
Japanese (ja)
Inventor
忠臣 中村
Tadaomi Nakamura
歩 山根
Ayumi Yamane
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.)
Nippon No Dig Technology Ltd
Original Assignee
Nippon No Dig Technology 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 Nippon No Dig Technology Ltd filed Critical Nippon No Dig Technology Ltd
Priority to JP2022072590A priority Critical patent/JP2023161930A/en
Publication of JP2023161930A publication Critical patent/JP2023161930A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Sewage (AREA)

Abstract

To provide a disassembling method of a support frame, a horizontally placing auxiliary tool, and a disassembling device of the support frame.SOLUTION: A disassembling method of a support frame comprises: a deformation preventing fixation step of attaching, to a first deformation preventing frame disposed outermost on an upstream side and/or a downstream side and a second deformation preventing frame disposed next thereto among ring-shaped deformation preventing frames constituting the support frame, a connection fixation member that connects and fixes the two deformation preventing frames and a horizontally placing auxiliary tool that grips a lower part frame member of the second deformation preventing frame at one end thereof and supports rotatably a lower part of the first deformation preventing frame at the other end thereof; a hanging member installation step of attaching a hanging tool to an upper part of the first deformation preventing frame and hooking a hanging cable to the hanging tool; a wale material removing step of removing wale materials other than a wale material that supports the lower part frame member; a connection fixation member removing step of removing the connection fixation member from the first deformation preventing frame and the second deformation preventing frame; and a horizontal installation step of laying down horizontally the first deformation preventing frame while controlling rotation of the first deformation preventing frame.SELECTED DRAWING: Figure 3

Description

本発明は、既設管に更生管を形成する際に適用される支保の解体方法、変形防止枠の横置き補助具及び支保の解体装置に関する。 The present invention relates to a support dismantling method applied when forming a rehabilitated pipe to an existing pipe, a deformation prevention frame horizontal placement aid, and a support dismantling device.

老朽化した下水道管等の既設管を更生する方法として、既設管内に硬質塩化ビニル等の合成樹脂製の更生管を製管した後、既設管と更生管との間隙に裏込め材を注入して硬化させる方法が広く採用されている。裏込め材の注入においては、裏込め材の荷重や注入圧力によって更生管が座屈変形したり、浮力により更生管の既設管に対する位置が所定の位置からずれたりするのを防止するため、更生管の内部に管軸方向に間隔を空けて支保が設置されることがある(例えば、特許文献1参照)。 As a method of rehabilitating existing pipes such as aging sewer pipes, a rehabilitated pipe made of synthetic resin such as hard vinyl chloride is manufactured inside the existing pipe, and then a backfilling material is injected into the gap between the existing pipe and the rehabilitated pipe. A method of curing is widely used. When injecting backfilling material, in order to prevent the rehabilitated pipe from buckling and deforming due to the load and injection pressure of the backfilling material, and from shifting the position of the rehabilitated pipe relative to the existing pipe from the specified position due to buoyancy, Supports are sometimes installed inside the tube at intervals in the tube axis direction (for example, see Patent Document 1).

特開2013-256854号JP2013-256854

更生管は、口径が大きくなると物によっては2m以上になることがある。このような大口径の更生管に設置する支保の変形防止枠は、撤去時に変形防止枠が不用意に倒れないようにしっかりと保持した状態で腹起し材を取り外す必要がある。また、1つの変形防止枠のサイズが非常に大きく重量も100kg以上になることがあるため、運搬のために立設した変形防止枠を水平に寝かせる作業を行い難く、相当の注意力と大きな労力及び時間を要していた。
そこで、本発明は、支保の解体を容易にし、作業効率を向上する支保の解体方法及び変形防止枠の横置き補助具を提供する。
Depending on the diameter of the rehabilitated pipe, it may be more than 2 meters long. When removing the support deformation prevention frame installed in such a large-diameter rehabilitation pipe, it is necessary to firmly hold the deformation prevention frame so that it does not fall down carelessly when removing the raised material. In addition, since the size of one deformation prevention frame is very large and the weight can exceed 100 kg, it is difficult to lay down the deformation prevention frame erected for transportation horizontally, which requires considerable attention and effort. and time consuming.
Therefore, the present invention provides a method for dismantling a support that facilitates the disassembly of the support and improves work efficiency, and a horizontal placement aid for a deformation prevention frame.

本発明の支保の解体方法は、更生管の形成時に更生管の内部に間隔を空けて複数設置された支保を構成するリング状の変形防止枠のうち、上流側及び/又は下流側の最も外側に設置された第1の変形防止枠及びこの第1の変形防止枠に隣り合って設置されている第2の変形防止枠に、これら第1の変形防止枠及び第2の変形防止枠を連結して固定する連結固定部材、並びに、一端において前記第2の変形防止枠の下部フレーム材を把持して固定し他端で前記第1の変形防止枠の下部を回転可能に支持する横置き補助具を取り付ける変形防止枠固定工程と、前記第1の変形防止枠の上部に吊り索の一端を固定するとともに、前記第1の変形防止枠の上部との間の長さを伸長自在に前記吊り索を前記第2の変形防止枠の上部に取り付ける吊下部材設置工程と、前記変形防止枠固定工程及び前記吊下部材設置工程の後に、前記下部フレーム材を支持する腹起し材以外の腹起し材を撤去する腹起し材撤去工程と、前記腹起し材撤去工程の後に、前記連結固定部材を前記第1の変形防止枠及び前記第2の変形防止枠から取り外す連結固定部材解除工程と、前記吊り索及び横置き補助具を用いて、前記吊り索の操作により前記第1の変形防止枠を横倒しにする速さを制御しつつ第1の変形防止枠を水平に倒す水平設置工程と、を有する。
この構成によれば、横置き補助具で第1の変形防止枠を第2の変形防止枠に固定し、吊り索を第1の変形防止枠及び第2の変形防止枠に直接取り付けて第1の変形防止枠を取り外すため、第1の変形防止枠をその設置された位置で取り外すことができる。
The shoring dismantling method of the present invention is performed on the upstream and/or downstream side of the ring-shaped deformation prevention frames that constitute a plurality of shorings that are installed at intervals inside a rehabilitated pipe when the rehabilitated pipe is formed. The first deformation prevention frame and the second deformation prevention frame are connected to a first deformation prevention frame installed in the first deformation prevention frame and a second deformation prevention frame installed adjacent to the first deformation prevention frame. a connecting and fixing member that holds and fixes the lower frame material of the second deformation prevention frame; and a horizontal placement aid that grips and fixes the lower frame material of the second deformation prevention frame at one end and rotatably supports the lower part of the first deformation prevention frame at the other end. a deformation prevention frame fixing step for attaching the tool, and fixing one end of the suspension rope to the upper part of the first deformation prevention frame, and extending the length between the suspension rope and the upper part of the first deformation prevention frame. After the hanging member installation step of attaching the cable to the upper part of the second deformation prevention frame, the deformation prevention frame fixing step, and the hanging member installation step, A raising material removal step of removing the raising material; and a connecting fixing member release step of removing the connecting fixing member from the first deformation prevention frame and the second deformation prevention frame after the raising material removal step. and horizontal installation of the first deformation prevention frame horizontally using the suspension rope and the horizontal placement aid while controlling the speed at which the first deformation prevention frame is laid down by operating the suspension rope. It has a process.
According to this configuration, the first deformation prevention frame is fixed to the second deformation prevention frame with the horizontal placement aid, and the hanging rope is directly attached to the first deformation prevention frame and the second deformation prevention frame, and the first In order to remove the deformation prevention frame, the first deformation prevention frame can be removed in its installed position.

本発明の支保の解体方法の前記水平設置工程において、前記第1の変形防止枠の下部フレーム材が最も外側を通る部分を円弧状に形成された面に当てて前記第1の変形防止枠を倒してもよい。
この構成によれば、第1の変形防止枠の横倒しの動きが安定的で円滑になる。
In the horizontal installation step of the shoring dismantling method of the present invention, the first deformation prevention frame is mounted by applying the outermost portion of the lower frame material of the first deformation prevention frame to a surface formed in an arc shape. You can defeat it.
According to this configuration, the sideways movement of the first deformation prevention frame becomes stable and smooth.

本発明の支保の解体方法の前記腹起し材撤去工程では、上方から下方に向かって腹起し材を順次撤去してもよい。
この構成によれば、変形防止枠の支持の解除をより安定的に行うことができる。
In the upholstery material removal step of the shoring dismantling method of the present invention, the upholstery materials may be sequentially removed from the top to the bottom.
According to this configuration, the support of the deformation prevention frame can be released more stably.

本発明の支保の解体方法の前記連結固定部材解除工程において、取り外した前記連結固定部材を前記第2の変形防止枠及びこの第2の変形防止枠に更に隣り合った第3の変形防止枠に固定してもよい。
この構成によれば、作業効率よく支保の解除作業を行うことができる。
In the connecting fixing member release step of the shoring disassembly method of the present invention, the removed connecting fixing member is attached to the second deformation prevention frame and a third deformation prevention frame further adjacent to the second deformation prevention frame. It may be fixed.
According to this configuration, it is possible to perform the work of releasing the support with high work efficiency.

本発明の支保の解体方法の前記水平設置工程において、駒を有する台車部材を前記第1の変形防止枠の回転方向に設置しておき、前記台車部材に前記第1の変形防止枠を水平に倒して載せてもよい。
この構成によれば、変形防止枠の撤去を効率的に行うことができる。
In the horizontal installation step of the shoring dismantling method of the present invention, a truck member having a piece is installed in the rotational direction of the first deformation prevention frame, and the first deformation prevention frame is horizontally mounted on the truck member. You can also put it down.
According to this configuration, the deformation prevention frame can be efficiently removed.

本発明の変形防止枠の横置き補助具は、更生管の形成時に更生管の内部に間隔を空けて複数設置された支保を構成するリング状の変形防止枠のうち、上流側及び/又は下流側の最も外側に設置された第1の変形防止枠の最下部フレーム材を上下から挟むように配される上壁部及び下壁部を具備し、前記上壁部の内面に円弧形状のアール面が形成され、前記下部フレーム材を回転可能に支持するアール付きクランプと、前記第1の変形防止枠と間隔を空けて前記第1の変形防止枠に隣り合って設置された第2の変形防止枠の最下部フレーム材を把持して固定される固定部と、前記アール付きクランプと前記固定部とを連結する連結棒部と、を備え、前記第1の変形防止枠の前記更生管からの固定を解除し、前記第2の変形防止枠と反対側に横置きする際に、円滑な横倒しを補助する。
この構成によれば、第1の変形防止枠の横倒しの動きが安定的で円滑になる。
The horizontal placement aid for the deformation prevention frame of the present invention is suitable for the upstream and/or downstream side of the ring-shaped deformation prevention frames that constitute a plurality of supports installed at intervals inside the rehabilitation pipe when the rehabilitation pipe is formed. The upper wall part and the lower wall part are arranged to sandwich the lowermost frame material of the first deformation prevention frame installed on the outermost side of the side from above and below, and the inner surface of the upper wall part has an arc-shaped radius. a rounded clamp having a surface formed therein and rotatably supporting the lower frame material; and a second deformation clamp installed adjacent to the first deformation prevention frame with an interval from the first deformation prevention frame. a fixing part that grips and fixes the lowermost frame material of the prevention frame; and a connecting rod part that connects the rounded clamp and the fixing part, and When the fixation of the frame is released and the frame is placed horizontally on the opposite side to the second deformation prevention frame, it assists in the smooth laying down of the frame.
According to this configuration, the sideways movement of the first deformation prevention frame becomes stable and smooth.

本発明の変形防止枠の横置き補助具の前記連結棒部の長さが伸縮可能に形成されていてもよい。
この構成によれば、横置き補助具を変形防止枠同士の距離の差異に容易に合わせることができる。
The length of the connecting rod portion of the horizontal placement aid for the deformation prevention frame of the present invention may be formed to be expandable and retractable.
According to this configuration, the horizontal placement aid can be easily adjusted to the difference in distance between the deformation prevention frames.

本発明の支保の解体装置は、前記いずれかの横置き補助具と、前記第1の変形防止枠の下部フレーム材及び前記第2の変形防止枠の下部フレーム材をそれぞれに固定される固定部を連結棒の両端に備えた連結固定部材と、前記第1の変形防止枠の上部フレーム材及び前記第2の変形防止枠の上部フレーム材に取り付けられる吊り索とを備えている。
この構成によれば、作業効率よく支保の解除作業を行うことができる。
The shoring dismantling device of the present invention is provided with a fixing part that fixes any one of the horizontal placement aids and the lower frame material of the first deformation prevention frame and the lower frame material of the second deformation prevention frame, respectively. A connecting and fixing member provided at both ends of a connecting rod, and a hanging cable attached to the upper frame material of the first deformation prevention frame and the upper frame material of the second deformation prevention frame.
According to this configuration, it is possible to perform the work of releasing the support with high work efficiency.

本願の各発明は、支保の解体を容易にし、作業効率を向上することができるという効果を奏する。 Each invention of the present application has the effect of facilitating the dismantling of supports and improving work efficiency.

更生管内に本発明の一実施形態の支保を設置した状態を示した正面図である。FIG. 2 is a front view showing a state in which a support according to an embodiment of the present invention is installed inside a rehabilitated pipe. 本発明の一実施形態の連結固定部材の一部を示した斜視図である。FIG. 2 is a perspective view showing a part of a connecting and fixing member according to an embodiment of the present invention. (a)本発明の一実施形態の横置き補助具のアール付きクランプを示した側面図、(b)前記アール付きクランプの平面図である。(a) A side view showing a clamp with a radius of the horizontal placement aid according to an embodiment of the present invention, and (b) a plan view of the clamp with a radius. (a)本発明の一実施形態の横置き補助具の固定部を示した側面図、(b)前記固定部の平面図である。(a) A side view showing a fixing part of a horizontal placement aid according to an embodiment of the present invention, and (b) a plan view of the fixing part. 本発明の一実施形態の支保の解体工程を示した概略図である。It is a schematic diagram showing the dismantling process of the support of one embodiment of the present invention. 本発明の一実施形態の支保の解体工程を示した概略図である。It is a schematic diagram showing the dismantling process of the support of one embodiment of the present invention. 本発明の一実施形態の支保の解体工程を示した概略図である。It is a schematic diagram showing the dismantling process of the support of one embodiment of the present invention.

以下、図を参照して本発明の支保の解体装置及び支保解体の補助具の一実施形態について説明する。 DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a shoring dismantling device and a shoring dismantling aid according to the present invention will be described below with reference to the drawings.

図1に示すように、支保1は、多角形状(本実施形態では8角形)の変形防止枠2と、更生管Xの周方向に複数固定する腹起し材3と、変形防止枠2と腹起し材3との距離を設定する支持部材4と、浮上防止柱5とを有している。必須ではないが、補強のため、取付対象の更生管Xが大径の変形防止枠2は、垂直補強部材6と変形防止枠2の上下間のほぼ中央に設けられた水平補強部材7等とを備えている。支保1としては、上記態様以外にも四角形以上の又は円形の変形防止枠2を用いたものも本発明の適用の対象である。 As shown in FIG. 1, the support 1 includes a polygonal (octagonal in this embodiment) deformation prevention frame 2, a plurality of braces 3 fixed in the circumferential direction of the rehabilitation pipe X, and the deformation prevention frame 2 and the belly. It has a support member 4 that sets the distance to the raising material 3 and a floating prevention pillar 5. Although not essential, for reinforcement purposes, the deformation prevention frame 2 with the large diameter of the rehabilitated pipe It is equipped with In addition to the above embodiments, the present invention is also applicable to the support 1 that uses a deformation prevention frame 2 that is more than rectangular or circular.

変形防止枠2は、後述する腹起し材3で更生管Xを押圧する等して更生管Xの形状出しをする際に、押圧のベースとなる剛性の高い部材である。
変形防止枠2は、断面視略矩形の角形の長尺な鋼管材を更生管Xの内壁にほぼ沿って、管軸方向を略水平又は略鉛直方向に向けて配されるフレーム材8と、フレーム材8の端部間をつなぐコーナー部材9とを備えている。
The deformation prevention frame 2 is a highly rigid member that serves as a pressing base when shaping the rehabilitated pipe X by, for example, pressing the rehabilitated pipe X with a raised material 3, which will be described later.
The deformation prevention frame 2 includes a frame member 8 made of a long square steel pipe member having a substantially rectangular cross-sectional view, which is arranged approximately along the inner wall of the rehabilitated pipe X, with the pipe axis direction substantially horizontally or substantially vertically; A corner member 9 connecting the ends of the frame material 8 is provided.

例えば、2m以上の大径の更生管Xに用いられる変形防止枠2のフレーム材8は、その更生管Xの荷重等に耐え得る剛性を担保するべく、フレーム材8の管軸方向(長手方向)の寸法が1.5m程度、断面の縦横寸法が100mm×100mm前後、3~4mm厚で、重量が30kg以上もある角形鋼管が多く用いられている。
コーナー部材9は、フレーム材8の管軸方向の長さを適宜設定し、両端にフレーム材8の端部を嵌合させボルトで固定する不図示の連結部とを有した構成となっている。
For example, the frame material 8 of the deformation prevention frame 2 used for a rehabilitated pipe X with a large diameter of 2 m or more is ), square steel pipes are often used, with dimensions of about 1.5 m, cross-sectional dimensions of about 100 mm x 100 mm, thickness of 3 to 4 mm, and weight of 30 kg or more.
The corner member 9 has a structure in which the length of the frame material 8 in the tube axis direction is appropriately set, and has connecting portions (not shown) at both ends into which the ends of the frame material 8 are fitted and fixed with bolts. .

変形防止枠2の形状は限定されないが、本実施形態では、フレーム材8及びコーナー部材9に加え、垂直補強部材6及び水平補強部材7によって、概略八角形に組まれている。
かかる構成を有する変形防止枠2は、更生管Xの軸線L方向(図1の紙面奥行き方向)に略一定の間隔を空けて更生管Xの上流側の端部と下流側の端部との間に複数設置されている。変形防止枠2の設置間隔は、更生管Xの形状出し及び保持をするのに適切な間隔であれば特に限定されない。2m以上の大径の更生管Xに用いられる変形防止枠2は、例えば2m間隔で設置されることがある。
Although the shape of the deformation prevention frame 2 is not limited, in this embodiment, in addition to the frame material 8 and the corner members 9, it is assembled into a roughly octagonal shape by the vertical reinforcing member 6 and the horizontal reinforcing member 7.
The deformation prevention frame 2 having such a configuration is arranged between the upstream end and the downstream end of the rehabilitated pipe X at a substantially constant interval in the direction of the axis L of the rehabilitated pipe There are multiple locations in between. The installation interval of the deformation prevention frames 2 is not particularly limited as long as it is an appropriate interval for shaping and holding the rehabilitated pipe X. Deformation prevention frames 2 used for rehabilitation pipes X having a large diameter of 2 m or more may be installed at intervals of 2 m, for example.

腹起し材3は、断面が矩形形状の角パイプを用いて形成されている。腹起し材3の管軸方向の長さ寸法は、更生管Xの軸線L方向における変形防止枠2の設置間隔に合わせて形成されている。
腹起し材3は、その管軸方向を更生管Xの軸線Lに平行に向けて、更生管Xの内壁面に周方向に間隔を空けて複数設置されている。
The raised material 3 is formed using a square pipe with a rectangular cross section. The length of the raised member 3 in the tube axis direction is formed to match the installation interval of the deformation prevention frame 2 in the direction of the axis L of the rehabilitated tube X.
A plurality of the raising members 3 are installed on the inner wall surface of the rehabilitated pipe X at intervals in the circumferential direction, with the pipe axis direction parallel to the axis L of the rehabilitated pipe X.

支持部材4は、概略棒状の部材であり、変形防止枠2に一端を固定し、他端で腹起し材3を固定して、変形防止枠2と腹起し材3との間で張り出し更生管Xの形状出しをする部材である。支持部材4は、本実施形態では、ジャッキボルトと、ジャッキボルトの他端側に腹起し材3を把持して固定する鋼板で断面視コ字状に形成された皿部材とを主構成として形成できる。
具体的に支持部材4は、各フレーム材8の管軸方向に間隔を空けて複数本配置されている。支持部材4の他端側の先端には腹起し材3が配されている。
The support member 4 is a generally rod-shaped member, one end of which is fixed to the deformation prevention frame 2, the backing material 3 is fixed at the other end, and the support member 4 is extended between the deformation prevention frame 2 and the backing material 3 for rehabilitation. This is a member that shapes the tube X. In the present embodiment, the support member 4 mainly includes a jack bolt and a plate member formed in a U-shape in cross-section by a steel plate that grips and fixes the upright member 3 on the other end side of the jack bolt. Can be formed.
Specifically, a plurality of supporting members 4 are arranged at intervals in the tube axis direction of each frame member 8. A raised member 3 is disposed at the other end of the support member 4 .

浮上防止柱5は、ジャッキボルトの一端を更生管Xに貫通させて既設管Yの頂面に当て、他端を更生管Xの頂面に沿って設置されたフレーム材8に貫通するように配されている。 The floating prevention pillar 5 has one end of the jack bolt passing through the rehabilitated pipe It is arranged.

以上のようにして、支保1が更生管Xの上流側端部及び下流側端部の間に複数設置されている。
次に、上記のように設置された支保1を解体する際に用いられる本願発明の支保の解体装置の一実施形態について説明する。
As described above, a plurality of supports 1 are installed between the upstream end and the downstream end of the rehabilitated pipe X.
Next, an embodiment of the support dismantling apparatus of the present invention, which is used when dismantling the support 1 installed as described above, will be described.

支保の解体装置は、図2~図4又は図5に示すように、図1に示す変形防止枠2の周囲に設置された腹起し材3の撤去に用いられる連結固定部材11(図2参照)と、変形防止枠2を寝かせて横倒しする際に用いられる横置き補助具12(図3,図4参照)と、吊下部材を構成する吊り索25(図6参照)とを備えている。 As shown in FIGS. 2 to 4 or 5, the shoring dismantling device includes a connecting fixing member 11 (see FIG. ), a horizontal placement aid 12 (see FIGS. 3 and 4) used when the deformation prevention frame 2 is laid down and laid down, and a hanging rope 25 (see FIG. 6) that constitutes a hanging member. There is.

図5及び図6は、支保の解体工程を示す概略図である。図3に示す横置き補助具12のアール付きクランプ21及び固定部22並びに図4に示す連結部材11の固定部15は、簡略化して示している。
連結固定部材11は、図5(a)に示すように、更生管Xの上流側及び/又は下流側の最も外側に立設している第1の変形防止枠2Aをその隣に立設している第2の変形防止枠2Bに固定して、第1の変形防止枠2Aの立設状態を安定的に保持する部材である。
図2に示すように、連結固定部材11は、第1及び第2の変形防止枠2A,2Bにそれぞれ動かないように固定される固定部15及び連結棒16を有している。
5 and 6 are schematic diagrams showing the process of dismantling the support. The rounded clamp 21 and fixing portion 22 of the horizontal placement aid 12 shown in FIG. 3 and the fixing portion 15 of the connecting member 11 shown in FIG. 4 are shown in a simplified manner.
As shown in FIG. 5(a), the connecting fixing member 11 has a first deformation prevention frame 2A that is erected on the outermost side of the upstream and/or downstream side of the rehabilitated pipe X, and is erected next to it. This is a member that is fixed to the second deformation prevention frame 2B, which stably maintains the upright state of the first deformation prevention frame 2A.
As shown in FIG. 2, the connecting and fixing member 11 has a fixing portion 15 and a connecting rod 16 that are immovably fixed to the first and second deformation prevention frames 2A and 2B, respectively.

固定部15は、本実施形態では、フレーム材8の3つの面上にそれぞれ配される3つの取付板部17、取付板部17をフレーム材8に緊締する留め部材18(本実施形態ではボルト及びナット)及び、連結棒16との固定部19を有したクランプの形態を採用している。3つの取付板部17は回転軸17aを中心としてそれぞれ連設する取付板部17,17に対して回動自在に連結している。3つの取付板部17の両端の取付板部17,17には、これらを平行に対向させた際に両取付板部17,17間に亘ってボルトを挿通可能に形成されている。 In this embodiment, the fixing part 15 includes three mounting plate parts 17 disposed on three surfaces of the frame material 8, and a fastening member 18 (in this embodiment, a bolt) for fastening the mounting plate part 17 to the frame material 8. and a nut) and a clamp having a fixing part 19 to the connecting rod 16. The three mounting plate portions 17 are rotatably connected to the mounting plate portions 17, 17, which are arranged in series, respectively, about a rotating shaft 17a. The mounting plate portions 17, 17 at both ends of the three mounting plate portions 17 are formed so that a bolt can be inserted between the two mounting plate portions 17, 17 when these are opposed in parallel.

連結棒16は、変形防止枠2,2間に架けられる剛性の高い管部材を備えている。連結棒16の両端部には、固定部15がボルト及びナットなどの緊締により取り付けられている。管部材は、変形防止枠2を保持し得る剛性を有していれば特に限定されないが、本実施形態では鋼製の単管により形成されている。 The connecting rod 16 includes a highly rigid tube member that is placed between the deformation prevention frames 2 . Fixing parts 15 are attached to both ends of the connecting rod 16 by tightening bolts, nuts, or the like. The tube member is not particularly limited as long as it has the rigidity to hold the deformation prevention frame 2, but in this embodiment, it is formed of a single steel tube.

図3及び図4に示すように、横置き補助具12は、連結棒23の一端に、アール部20を有する上壁板を備えたアール付きクランプ21を備え、連結棒部23の他端に固定部22を備えた部材である。 As shown in FIGS. 3 and 4, the horizontal placement aid 12 includes a rounded clamp 21 having an upper wall plate having a rounded portion 20 at one end of a connecting rod 23, and a rounded clamp 21 provided at the other end of the connecting rod 23. This is a member including a fixing part 22.

図3に示すように、アール付きクランプ21は、底面視矩形に形成された下壁板21cと、下壁板21cの一端辺から略垂直に立ち上がった奥壁板21bと、奥壁板21bの上端辺からアール部20を形成した後、下壁板21cに平行に延びた上壁板21aとを主として有している。アール付きクランプ21は、更に奥壁板21bの外表面21pから略垂直に突出する螺子棒部21jを有している。 As shown in FIG. 3, the rounded clamp 21 includes a lower wall plate 21c formed in a rectangular shape when viewed from the bottom, a back wall plate 21b rising substantially perpendicularly from one end side of the lower wall plate 21c, and a back wall plate 21b. After forming a rounded portion 20 from the upper end side, it mainly has an upper wall plate 21a extending parallel to a lower wall plate 21c. The rounded clamp 21 further includes a threaded rod portion 21j that projects substantially perpendicularly from the outer surface 21p of the back wall plate 21b.

下壁板21cの上面は、フレーム材8の下部を安定的に支持し得る所定の幅寸法(即ちフレーム材8の管軸方向に沿わせる方向の寸法)と、更生管X内への設置時のフレーム材8の奥行き寸法の2倍未満程度の奥行き寸法(即ち幅寸法に直交する方向の寸法)を有している。 The upper surface of the lower wall plate 21c has a predetermined width dimension that can stably support the lower part of the frame material 8 (i.e., a dimension along the pipe axis direction of the frame material 8), and a width dimension that can stably support the lower part of the frame material 8. The depth dimension (that is, the dimension in the direction orthogonal to the width dimension) is approximately less than twice the depth dimension of the frame material 8 .

奥壁板21bは、下壁板21cと同等の幅寸法と、更生管X内に水平に設置された下側のフレーム材8の高さ寸法よりもわずかに大きい高さ寸法を有している。
上壁板21aのアール部20の内面は、奥壁板21bの上端にフレーム材8の上角部が突き当たるようにフレーム材8を持ち上げた状態でフレーム材8のフレーム材8を40~45°程度まで回転させる際に上角部が描く円弧形状で湾曲しつつ上方に延びている。
The back wall board 21b has a width dimension equivalent to that of the lower wall board 21c, and a height dimension slightly larger than the height dimension of the lower frame material 8 installed horizontally in the rehabilitation pipe X. .
The inner surface of the rounded portion 20 of the upper wall board 21a is bent at an angle of 40 to 45 degrees with the frame member 8 lifted so that the upper corner of the frame member 8 abuts the upper end of the back wall board 21b. When rotated to a certain extent, the upper corner curves in an arc shape and extends upward.

上壁板21aは、下壁板21cと同じ幅寸法で、平面視で下壁板21cと同じ奥行き寸法となるように形成されている。上壁板21a(すなわち奥壁板21b及び下壁板21cも)は、下側のフレーム材8をガタつきなく押さえられる幅寸法を有している。
上壁板21a及び下壁板21cには、ボルト21dを上下方向に貫通させるボルト挿通孔21hが形成されている。
The upper wall plate 21a is formed to have the same width dimension as the lower wall plate 21c and the same depth dimension as the lower wall plate 21c in plan view. The upper wall board 21a (that is, the back wall board 21b and the lower wall board 21c) has a width dimension that allows the lower frame material 8 to be held down without wobbling.
A bolt insertion hole 21h through which a bolt 21d passes vertically is formed in the upper wall plate 21a and the lower wall plate 21c.

ボルト挿通孔21hは、アール付きクランプ21内部に載置したフレーム材8が回転しやすいようフレーム材8から離れた位置に設けられている。ボルト21dは、変形防止枠2が倒された際にアール付きクランプ21から飛び出すことを防げるようになっている。
下壁板21c、奥壁板21b及び上壁板21aは、剛性の高い鋼板により一体的に形成されている。上壁板21a及び奥壁板21bは剛性強化のために下壁板21cよりも厚さ寸法が大きく設定されている。
The bolt insertion hole 21h is provided at a position away from the frame material 8 so that the frame material 8 placed inside the rounded clamp 21 can easily rotate. The bolt 21d is designed to prevent the bolt 21d from jumping out from the rounded clamp 21 when the deformation prevention frame 2 is knocked down.
The lower wall plate 21c, the back wall plate 21b, and the upper wall plate 21a are integrally formed of a highly rigid steel plate. The upper wall plate 21a and the back wall plate 21b are set to have a larger thickness than the lower wall plate 21c in order to strengthen their rigidity.

図4に示すように、固定部22は、偏平面が矩形に形成された下壁板22cと、下壁板22cの端縁から略垂直に立ち上がった奥壁板22bと、奥壁板22bの上端から下壁板22cに対向して平行に延びる上壁板22aとを主として有したクランプ部材である。固定部22は、更に奥壁板22bの外表面22pから略垂直に突出する螺子棒部22jを有している。
固定部22の下壁板22c、奥壁板22b及び上壁板22aは、フレーム材8をガタつきなく保持し得る幅寸法で形成されている。
奥壁板22bの高さ寸法は、固定部22をフレーム材8に円滑に嵌合させて上下方向のガタつきなくフレーム材8を保持し得るように、フレーム材8よりもわずかに大きい高さに設定されている。
As shown in FIG. 4, the fixing portion 22 includes a lower wall plate 22c having a rectangular flat surface, a rear wall plate 22b rising approximately perpendicularly from the edge of the lower wall plate 22c, and a rear wall plate 22b. This clamp member mainly includes an upper wall plate 22a extending parallel to and facing a lower wall plate 22c from the upper end. The fixing portion 22 further includes a threaded rod portion 22j that projects substantially perpendicularly from the outer surface 22p of the back wall plate 22b.
The lower wall plate 22c, the inner wall plate 22b, and the upper wall plate 22a of the fixing portion 22 are formed with a width dimension that allows the frame material 8 to be held without wobbling.
The height of the back wall board 22b is set to be slightly larger than the frame material 8 so that the fixing portion 22 can be smoothly fitted into the frame material 8 and the frame material 8 can be held without rattling in the vertical direction. is set to .

固定部22の上壁板22a及び下壁板22cには、その下壁板22c、奥壁板22b及び上壁板22aの内壁面にフレーム材8を略フィットさせた状態で、クランプがフレーム材8に対し動かないようにクランプ部を緊締する留め具(本実施形態ではボルト及びナット)22dの挿通孔22hが形成されている。 The clamps are attached to the upper wall plate 22a and the lower wall plate 22c of the fixed part 22, with the frame material 8 substantially fitting to the inner wall surfaces of the lower wall plate 22c, the back wall plate 22b, and the upper wall plate 22a. An insertion hole 22h for a fastener (bolt and nut in this embodiment) 22d for tightening the clamp portion so that it does not move relative to the clamp member 8 is formed.

連結棒部23は、鋼製の管部材24aと、ハンドルナット24bとを備えている。管部材24aは、その両端にハンドルナット24bを有しており、両端にアール付きクランプ21及び固定部22の螺子棒部21j、22jを所定寸法挿入した寸法設定した状態で、ハンドルナット24bを締めることにより、横置き補助具21全体の長さを調節し固定できるようになっている。 The connecting rod portion 23 includes a steel pipe member 24a and a handle nut 24b. The pipe member 24a has a handle nut 24b at both ends thereof, and the handle nut 24b is tightened with the rounded clamp 21 and the threaded rod parts 21j and 22j of the fixing part 22 inserted to a predetermined dimension at both ends. This makes it possible to adjust and fix the entire length of the horizontal placement aid 21.

図6(a)に示すように、吊り索25は、変形防止枠2の吊り下げに十分な耐久性を有しているものであれば特に限定されず、ワイヤーロープ等の耐久性の高い紐状の部材を用いることができる。 As shown in FIG. 6(a), the hanging rope 25 is not particularly limited as long as it has sufficient durability to suspend the deformation prevention frame 2, and can be a highly durable string such as a wire rope. A member having a shape can be used.

以上の連結固定部材11、横置き補助具12、吊り策25を備えた支保の解体装置によって、支保1は以下のようにして更生管Xから取り外され、撤去される。 Using the above-mentioned support dismantling device equipped with the connecting fixing member 11, the horizontal placement aid 12, and the hanging measure 25, the support 1 is removed from the rehabilitation pipe X and removed in the following manner.

<変形防止枠固定工程>
図5(a)に示すように、支保を撤去するにあたっては、まず更生管Xの最も外側すなわち最も上流側又は下流側に設置されている第1の変形防止枠2Aと、その次に設置されている第2の変形防止枠2Bとに、連結固定部材11及び横置き補助具12を取り付ける。
<Deformation prevention frame fixing process>
As shown in FIG. 5(a), when removing the shoring, first remove the first deformation prevention frame 2A installed at the outermost side of the rehabilitation pipe The connecting fixing member 11 and the horizontal placement aid 12 are attached to the second deformation prevention frame 2B.

連結固定部材11は、主として変形防止枠2の下部側に少なくとも3箇所以上で固定し、4箇所で左右対称に固定されていることが好ましい。連結固定部材11を変形防止枠の3箇所以上で固定することで安定性が良くなり、4箇以上で略左右対称に固定することでより一層安定性が増し、2m以上の更生管Xに設置された変形防止枠であってもぐらつきを可及的に無くすことができるからである。しかし、連結固定部材11は、これから取り外そうとする第1の変形防止枠2Aを立設が堅持されている第2の変形防止枠2Bにしっかりと固定し得るのであれば固定する場所は特に限定されない。 It is preferable that the connecting fixing member 11 is fixed mainly to the lower side of the deformation prevention frame 2 at at least three places, and symmetrically fixed at four places. Stability is improved by fixing the connecting fixing member 11 at three or more locations on the deformation prevention frame, and even more stability is achieved by fixing it approximately symmetrically at four or more locations.Installed on rehabilitated pipes X that are 2 m or longer. This is because even with a deformation prevention frame that has been modified, it is possible to eliminate wobbling as much as possible. However, if the connecting fixing member 11 can securely fix the first deformation prevention frame 2A to be removed from the second deformation prevention frame 2B which is maintained in an upright position, the fixing location is particularly limited. Not limited.

より具体的には、例えば図1に示すように、連結固定部材11の固定部15を第1の変形防止枠2A及び第2の変形防止枠2Bの垂直補強部材6及び水平補強部材7の交差部分のすぐ外側と、変形防止枠2の左右両側においてほぼ鉛直方向に延びるフレーム材8の下部側とに固定する。連結固定部材11の固定は、第1の変形防止枠2Aと第2の変形防止枠2Bとが互いに対向する位置で、連結固定部材11の連結棒16が垂直補強部材6及び水平補強部材7に対して直交する方向に延びるように固定する。 More specifically, as shown in FIG. 1, for example, the fixing portion 15 of the connecting fixing member 11 is connected to the intersection of the vertical reinforcing member 6 and the horizontal reinforcing member 7 of the first deformation prevention frame 2A and the second deformation prevention frame 2B. It is fixed to the immediate outside of the deformation prevention frame 2 and to the lower side of a frame member 8 extending substantially vertically on both left and right sides of the deformation prevention frame 2. The connecting and fixing member 11 is fixed by attaching the connecting rod 16 of the connecting and fixing member 11 to the vertical reinforcing member 6 and the horizontal reinforcing member 7 at a position where the first deformation prevention frame 2A and the second deformation prevention frame 2B face each other. It is fixed so that it extends in a direction perpendicular to the opposite direction.

横置き補助具12は、更生管Xの底部に略水平に設置された変形防止枠2の下部フレーム材8に間隔を空けて2箇所、より具体的には垂直補強部材6のすぐ内側に設置する。
横置き補助具12の固定部22は、第2の変形防止枠2Bの下部フレーム材8に堅固に固定する。具体的には、固定部22は、ボルトを外した状態で、第2の変形防止枠2Bの下部フレーム材8に奥壁板22bがしっかりと当たるまで押し込み、ボルトをボルト挿通孔22hに挿入し、ナットで締めてボルトを固定する。
The horizontal installation aids 12 are installed at two spaced apart locations on the lower frame member 8 of the deformation prevention frame 2 installed substantially horizontally at the bottom of the rehabilitated pipe X, and more specifically, installed immediately inside the vertical reinforcing member 6. do.
The fixing portion 22 of the horizontal placement aid 12 is firmly fixed to the lower frame member 8 of the second deformation prevention frame 2B. Specifically, with the bolt removed, the fixing part 22 is pushed into the lower frame material 8 of the second deformation prevention frame 2B until the back wall plate 22b firmly contacts it, and the bolt is inserted into the bolt insertion hole 22h. , secure the bolt by tightening the nut.

横置き補助具12のアール付きクランプ21は、第1の変形防止枠2Aの最下部のフレーム材8を保持するように設置する。具体的には、アール付きクランプ21の奥壁板22bが第1の変形防止枠2Aの最下部のフレーム材8にしっかりと当たるまでクランプを押し込みボルト挿通孔21hにボルトを貫通させてナットで留める。 The rounded clamp 21 of the horizontal placement aid 12 is installed so as to hold the lowermost frame member 8 of the first deformation prevention frame 2A. Specifically, push the clamp until the back wall plate 22b of the rounded clamp 21 firmly contacts the lowermost frame material 8 of the first deformation prevention frame 2A, pass the bolt through the bolt insertion hole 21h, and fasten it with a nut. .

<吊下部材設置工程>
吊り索25は、図5(b)に示すように、第1の変形防止枠2A及び第2の変形防止枠2Bの最上部に水平に設けられた上部フレーム材8に取り付けておく。取付位置としては、上部フレーム材8の長手方向中央とすることが好ましい。吊り索25を上部フレーム材8の中央に取り付けることで、変形防止枠を左右に偏りなく下部フレーム材8を中心軸とする回転方向に傾けることができる。
吊り索25の一端部は、第1の変形防止枠2Aの上部フレーム材8に取り付けて固定する。その上で、吊り索25を第2の変形防止枠2Bの上部フレーム材8に1周巻き付け、吊り索25の他端を作業者が把持できるように下方に伸ばしておく。
なお、変形防止枠固定工程及び吊下部材設置工程は、どちらを先に行っても構わない。
<Hanging member installation process>
As shown in FIG. 5(b), the hanging rope 25 is attached to an upper frame member 8 provided horizontally at the top of the first deformation prevention frame 2A and the second deformation prevention frame 2B. The mounting position is preferably at the center of the upper frame member 8 in the longitudinal direction. By attaching the suspension rope 25 to the center of the upper frame material 8, the deformation prevention frame can be tilted in the direction of rotation about the lower frame material 8 without any deviation from side to side.
One end of the hanging rope 25 is attached and fixed to the upper frame member 8 of the first deformation prevention frame 2A. Then, the hanging rope 25 is wound around the upper frame member 8 of the second deformation prevention frame 2B once, and the other end of the hanging rope 25 is stretched downward so that the operator can grasp it.
Note that either of the deformation prevention frame fixing process and the hanging member installation process may be performed first.

<腹起し材撤去工程>
変形防止枠固定工程及び吊下部材設置工程が完了すると、第1の変形防止枠2Aが第2の変形防止枠2Bによってブレないように固定された状態となる。そこで、更生管Xと第1の変形防止枠2Aとの間で突っ張らせている浮上防止柱5及び腹起し材3の支持部材4の突っ張りを緩めて、腹起し材3を上方から下方に順次撤去していく。この際、第1の変形防止枠2A及び第2の変形防止枠2Bの上部フレーム部材8,8同士をレバーブロック(登録商標)などによって仮固定しておくとよい。
下部フレーム材8、及びその両端のコーナー部材9と更生管Xとの間の支持部材4は、突っ張りと維持しておき、腹起し材3の配置をそのまま保持持させておく。
<Removal process of raised material>
When the deformation prevention frame fixing process and the hanging member installation process are completed, the first deformation prevention frame 2A is fixed so as not to shake by the second deformation prevention frame 2B. Therefore, the tension of the anti-floating pillar 5 and the support member 4 of the raised material 3, which are stretched between the rehabilitated pipe will be gradually removed. At this time, it is preferable to temporarily fix the upper frame members 8, 8 of the first deformation prevention frame 2A and the second deformation prevention frame 2B using a lever block (registered trademark) or the like.
The lower frame member 8 and the support members 4 between the corner members 9 at both ends thereof and the rehabilitated pipe X are maintained in tension, and the arrangement of the raised members 3 is maintained as is.

<連結固定部材解除工程>
腹起し材3の撤去工程の完了後、図6(a)に示すように、吊り索25を第1の変形防止枠2Aと第2の変形防止枠2Bとの間でテンションを張った状態とする。その上で、第1の変形防止枠2A及び第2の変形防止枠2Bを連結し固定している連結固定部材11を全て取り外す。
これによって、第1の変形防止枠2Aは、アール付きクランプ21、下部の支持部材4、腹起し材3及び吊り索25のみによって保持された状態となる。
取り外した連結固定部材11は、第2の変形防止枠2Bと、その次に設置されている変形防止枠2(第3の変形防止枠)とを連結させておくとよい。
<Connection fixed member release process>
After the removal process of the belly raising material 3 is completed, as shown in FIG. 6(a), the hanging rope 25 is placed under tension between the first deformation prevention frame 2A and the second deformation prevention frame 2B. shall be. Then, all the connecting and fixing members 11 that connect and fix the first deformation prevention frame 2A and the second deformation prevention frame 2B are removed.
As a result, the first deformation prevention frame 2A is held only by the rounded clamp 21, the lower support member 4, the belly raising material 3, and the hanging rope 25.
The removed connection and fixing member 11 is preferably used to connect the second deformation prevention frame 2B and the deformation prevention frame 2 (third deformation prevention frame) installed next.

<水平設置工程>
その後、図7に示すように、第1の変形防止枠2Aの下部フレーム材8を支持する支持部材4及びその両端のコーナー部材9の支持部材4を用いて第1の変形防止枠2Aをアール付きクランプ21に対して上方に少し持ち上げる。下部フレーム材8の奥側上角部がアール付きクランプ21の奥壁板21bの上端に当ったら、作業者が吊り索25を伸ばして順次送り出し、図6(a)に示すように、第1の変形防止枠2Aを第2の変形防止枠2Bの反対にゆっくりと倒していく。
<Horizontal installation process>
Thereafter, as shown in FIG. 7, the first deformation prevention frame 2A is rounded using the support member 4 supporting the lower frame member 8 of the first deformation prevention frame 2A and the support members 4 of the corner members 9 at both ends thereof. Lift it slightly upwards against the attached clamp 21. When the rear upper corner of the lower frame material 8 hits the upper end of the rear wall plate 21b of the rounded clamp 21, the operator stretches the hanging rope 25 and sends it out one by one, as shown in FIG. 6(a). The deformation prevention frame 2A is slowly pushed down to the opposite side of the second deformation prevention frame 2B.

この際、第1の変形防止枠2Aの下部フレーム材8は、開口部側の下側角部を中心軸として回転するのではなく、図7に示すように、フレーム材8が持ち上げられた位置で、奥壁板21b側の下側角部が奥壁板21bに沿って、且つ奥壁板21b側の上側角部がアール部20の内壁面に沿って摩擦しつつ回転する。この動作において、第1の変形防止枠2Aの下部フレーム材8を保持するクランプにアール部20がなく、奥上側角部が沿う内面がない場合、第1の変形防止枠2Aを支持するものほとんどない状態で第1の変形防止枠2Aを傾けることになる。したがって、クランプ内で第1の変形防止枠2Aが揺動しやすくなり、第1の変形防止枠2Aの動きがぎこちなくなる。その結果、第1の変形防止枠2Aが不測の転倒を起こし、回動軸がぶれて、倒す際に第1の変形防止枠2Aが更生管Xに接触し損傷させてしまう可能性がある。 At this time, the lower frame material 8 of the first deformation prevention frame 2A does not rotate around the lower corner of the opening side as a central axis, but instead moves to a position where the frame material 8 is lifted up, as shown in FIG. The lower corner on the back wall board 21b side rotates while rubbing along the back wall board 21b, and the upper corner on the back wall board 21b side rubs along the inner wall surface of the rounded part 20. In this operation, if the clamp that holds the lower frame material 8 of the first deformation prevention frame 2A does not have the rounded part 20 and there is no inner surface along which the upper back corner fits, most of the clamps that support the first deformation prevention frame 2A This means that the first deformation prevention frame 2A will be tilted in a state where the deformation prevention frame 2A is not in a state where the Therefore, the first deformation prevention frame 2A easily swings within the clamp, and the movement of the first deformation prevention frame 2A becomes awkward. As a result, the first deformation prevention frame 2A may unexpectedly fall down, the rotation axis may become unstable, and when it is knocked down, the first deformation prevention frame 2A may come into contact with the rehabilitation pipe X and damage it.

しかし、本実施形態の横置き補助具12は、第1の変形防止枠2Aの回動時に、フレーム材8の奥下側角部を奥壁板21bに沿わせるとともに、奥上側角部をアール付きクランプ21のアール部20の円弧形状の内面に当てて回転させることができる。そのため、第1の変形防止枠2Aを安定的に、かつ、下部フレーム材8の管軸を中心として軸線を大きくぶれさせることなく回転させることができる。つまり、変形防止枠2の下部フレーム部材8と上部フレーム部材8をそれぞれ支持しつつ横倒しすることができる。その結果、第1の変形防止枠2Aを倒したい方向に正しくかつ安定的に横倒しさせることができ、また更生管Xを傷つけることなくかつ作業効率よく第1の変形防止枠2Aを寝かすことができる。 However, in the horizontal placement aid 12 of this embodiment, when the first deformation prevention frame 2A is rotated, the lower back corner of the frame material 8 is aligned with the back wall board 21b, and the upper back corner is rounded. It can be rotated by applying it to the arc-shaped inner surface of the rounded portion 20 of the attached clamp 21. Therefore, the first deformation prevention frame 2A can be stably rotated about the tube axis of the lower frame member 8 without significantly wobbling the axis. That is, the deformation prevention frame 2 can be laid down sideways while supporting the lower frame member 8 and the upper frame member 8, respectively. As a result, the first deformation prevention frame 2A can be correctly and stably laid down in the desired direction, and the first deformation prevention frame 2A can be laid down without damaging the rehabilitated pipe X and with good working efficiency. .

第1の変形防止枠2Aを寝かす際には、図6(b)に示すように、第1の変形防止枠2Aが横置きされる位置に台車30を設置しておき、第1の変形防止枠2Aを水平に設置した後そのまま運搬して撤去することができる。
第1の変形防止枠2Aを撤去した後、第2の変形防止枠2Bと第3の変形防止枠2Cを、新たな第1の変形防止枠2A及び第2の変形防止枠2Bとして、上記手順で繰り返し変形防止枠2を取り外し、支保1を撤去していく。
When laying down the first deformation prevention frame 2A, as shown in FIG. 6(b), the cart 30 is installed in a position where the first deformation prevention frame 2A is laid down, After the frame 2A is installed horizontally, it can be transported and removed as is.
After removing the first deformation prevention frame 2A, the second deformation prevention frame 2B and the third deformation prevention frame 2C are used as the new first deformation prevention frame 2A and second deformation prevention frame 2B, and the above steps are performed. Repeat this step to remove the deformation prevention frame 2 and remove the support 1.

このように、本実施形態の支保解体補助具及び変形防止枠2の横置き補助具12によれば、第1の変形防止枠2Aを安定的かつ作業効率よく取り外して運搬可能にすることができる。 As described above, according to the support disassembly aid and the horizontal placement aid 12 for the deformation prevention frame 2 of the present embodiment, the first deformation prevention frame 2A can be removed stably and efficiently and transported. .

また、本発明の支保の解体方法によれば、天井アンカーホイストなどで変形防止枠2を更生管X外の天井面に吊り下げる方法を採らず、吊り索25を変形防止枠2の上部フレーム材8に直接取り付けて作業を行う。したがって、複数の変形防止枠2を連結固定部材11で一旦固定して、これを更生管Xの外に運び出し、天井アンカーホイストに吊り下げるという作業を省いて、更生管X内で一つずつ支保を解体し運搬していくことができる。したがって、本発明の支保を解体方法は、作業工程を少なくして効率よく進めることができるという効果を奏する。 Furthermore, according to the shoring dismantling method of the present invention, the method of suspending the deformation prevention frame 2 from the ceiling surface outside the rehabilitation pipe X using a ceiling anchor hoist or the like is not adopted, and the hanging cables 25 are connected to the upper frame material of the deformation prevention frame 2. Work is done by attaching it directly to 8. Therefore, the work of temporarily fixing the plurality of deformation prevention frames 2 with the connecting fixing members 11, carrying them out of the rehabilitation pipe can be dismantled and transported. Therefore, the shoring dismantling method of the present invention has the effect of reducing the number of work steps and making it possible to proceed efficiently.

また、腹起し材撤去工程では、連結固定部材11の固定後に、上方の腹起し材3から順次取り外すので、安定的に作業を行うことができる。
また、連結固定部材解除工程では、取り外した連結固定部材11を、次に作業を行う変形防止枠2,2に固定するので、作業を効率的かつ安定的に行うことができる。
In addition, in the step of removing the tensioner, after the connecting fixing member 11 is fixed, the upper tensioner 3 is sequentially removed, so that the work can be carried out stably.
Furthermore, in the connection and fixing member release step, the removed connection and fixation member 11 is fixed to the deformation prevention frames 2, 2 to be worked on next, so the work can be done efficiently and stably.

なお、横置き補助具12のみならず連結固定部材11の連結棒16も伸縮自在に構成されていてもよい。この構成によって、変形防止枠2,2同士の距離に横置き補助具12及び連結固定部材11のクランプ及び固定部間の長さを好適に調整することができる。 Note that not only the horizontal placement aid 12 but also the connecting rod 16 of the connecting and fixing member 11 may be configured to be expandable and retractable. With this configuration, it is possible to suitably adjust the distance between the deformation prevention frames 2 and 2, and the length between the clamp and fixing portions of the horizontal placement aid 12 and the connecting fixing member 11.

1 支保
2 変形防止枠
2A 第1の変形防止枠
2B 第2の変形防止枠
3 腹起し材
4 支持部材
5 浮上防止柱
11 連結固定部材
12 横置き補助具
15 固定部
16 連結棒
20 アール部
21 アール付きクランプ
22 固定部
23 連結棒部
25 吊り索
30 連結台車
X 更生管
Y 既設管
1 Support 2 Deformation prevention frame 2A First deformation prevention frame 2B Second deformation prevention frame 3 Raising material 4 Support member 5 Anti-surfacing pillar 11 Connecting and fixing member 12 Horizontal placement aid 15 Fixing part 16 Connecting rod 20 Rounded part 21 Clamp with radius 22 Fixed part 23 Connecting rod part 25 Suspension rope 30 Connecting trolley X Rehabilitation pipe Y Existing pipe

Claims (8)

更生管の形成時に更生管の内部に間隔を空けて複数設置された支保を構成するリング状の変形防止枠のうち、上流側及び/又は下流側の最も外側に設置された第1の変形防止枠及びこの第1の変形防止枠に隣り合って設置されている第2の変形防止枠に、これら第1の変形防止枠及び第2の変形防止枠を連結して固定する連結固定部材、並びに、一端において前記第2の変形防止枠の下部フレーム材を把持して固定し他端で前記第1の変形防止枠の下部を回転可能に支持する横置き補助具を取り付ける変形防止枠固定工程と、
前記第1の変形防止枠の上部に吊り索の一端を固定するとともに、前記第1の変形防止枠の上部との間の長さを伸長自在に前記吊り索を前記第2の変形防止枠の上部に取り付ける吊下部材設置工程と、
前記変形防止枠固定工程及び前記吊下部材設置工程の後に、前記下部フレーム材を支持する腹起し材以外の腹起し材を撤去する腹起し材撤去工程と、
前記腹起し材撤去工程の後に、前記連結固定部材を前記第1の変形防止枠及び前記第2の変形防止枠から取り外す連結固定部材解除工程と、
前記吊り索及び横置き補助具を用いて、前記吊り索の操作により前記第1の変形防止枠を横倒しにする速さを制御しつつ第1の変形防止枠を水平に倒す水平設置工程と、を有する支保の解体方法。
The first deformation prevention frame installed on the outermost side of the upstream and/or downstream side of the ring-shaped deformation prevention frames that constitute the supports that are installed at intervals inside the rehabilitation pipe when the rehabilitation pipe is formed. A connecting and fixing member that connects and fixes the first deformation prevention frame and the second deformation prevention frame to the frame and the second deformation prevention frame installed adjacent to the first deformation prevention frame, and a deformation prevention frame fixing step of attaching a horizontal placement aid that grips and fixes the lower frame material of the second deformation prevention frame at one end and rotatably supports the lower part of the first deformation prevention frame at the other end; ,
One end of the suspension cable is fixed to the upper part of the first deformation prevention frame, and the suspension cable is attached to the second deformation prevention frame so that the length between the suspension cable and the upper part of the first deformation prevention frame can be freely extended. A hanging member installation process to be attached to the upper part,
After the deformation prevention frame fixing step and the hanging member installation step, a step-up material removal step of removing a push-up material other than the push-up material that supports the lower frame material;
After the raising material removal step, a connecting fixing member releasing step of removing the connecting fixing member from the first deformation prevention frame and the second deformation prevention frame;
a horizontal installation step of using the suspension rope and the horizontal placement aid to horizontally tilt the first deformation prevention frame while controlling the speed at which the first deformation prevention frame is tilted sideways by operating the suspension rope; How to dismantle supports with
前記水平設置工程において、前記第1の変形防止枠の下部フレーム材が最も外側を通る部分を円弧状に形成された面に当てて前記第1の変形防止枠を倒す請求項1に記載の支保の解体方法。
The support according to claim 1, wherein in the horizontal installation step, a portion of the lower frame material of the first deformation prevention frame that passes through the outermost side is brought into contact with a surface formed in an arc shape to collapse the first deformation prevention frame. How to disassemble.
前記腹起し材撤去工程では、上方から下方に向かって腹起し材を順次撤去する請求項1又は2に記載の支保の解体方法。
3. The shoring dismantling method according to claim 1, wherein in the raising material removal step, the raising materials are sequentially removed from above to below.
前記連結固定部材解除工程において、取り外した前記連結固定部材を前記第2の変形防止枠及びこの第2の変形防止枠に更に隣り合った第3の変形防止枠に固定する請求項1又は2に記載の支保の解体方法。
According to claim 1 or 2, in the connection fixing member releasing step, the removed connection fixing member is fixed to the second deformation prevention frame and a third deformation prevention frame further adjacent to the second deformation prevention frame. How to dismantle the shoring described.
前記水平設置工程において、駒を有する台車部材を前記第1の変形防止枠の回転方向に設置しておき、前記台車部材に前記第1の変形防止枠を水平に倒して載せる請求項1又は2に記載の支保の解体方法。
3. In the horizontal installation step, a cart member having a piece is installed in the rotational direction of the first deformation prevention frame, and the first deformation prevention frame is laid horizontally on the truck member. How to dismantle the shoring described in.
更生管の形成時に更生管の内部に間隔を空けて複数設置された支保を構成するリング状の変形防止枠のうち、上流側及び/又は下流側の最も外側に設置された第1の変形防止枠の下部フレーム材を上下から挟むように配される上壁部及び下壁部を具備し、前記上壁部の内面に円弧形状のアール面が形成され、前記下部フレーム材を回転可能に支持するアール付きクランプと、
前記第1の変形防止枠と間隔を空けて前記第1の変形防止枠に隣り合って設置された第2の変形防止枠の下部フレーム材を把持して固定される固定部と、
前記アール付きクランプと前記固定部とを連結する連結棒部と、を備え、
前記第1の変形防止枠の前記更生管からの固定を解除し、前記第2の変形防止枠と反対側に横置きする際に、円滑な横倒しを補助する変形防止枠の横置き補助具。
The first deformation prevention frame installed on the outermost side of the upstream and/or downstream side of the ring-shaped deformation prevention frames that constitute the supports that are installed at intervals inside the rehabilitation pipe when the rehabilitation pipe is formed. The frame includes an upper wall portion and a lower wall portion arranged to sandwich the lower frame material of the frame from above and below, and an arc-shaped rounded surface is formed on the inner surface of the upper wall portion, and rotatably supports the lower frame material. A clamp with a radius,
a fixing part that grips and fixes a lower frame material of a second deformation prevention frame that is installed adjacent to the first deformation prevention frame with an interval from the first deformation prevention frame;
a connecting rod portion that connects the rounded clamp and the fixing portion;
A horizontal placement aid for a deformation prevention frame that assists smooth horizontal fall when the first deformation prevention frame is released from the rehabilitation pipe and placed horizontally on the opposite side to the second deformation prevention frame.
前記連結棒部の長さが伸縮可能に形成されている請求項6に記載の横置き補助具。
The horizontal placement aid according to claim 6, wherein the length of the connecting rod portion is formed to be expandable and retractable.
請求項6又は7に記載の横置き補助具と、
前記第1の変形防止枠の下部フレーム材及び前記第2の変形防止枠の下部フレーム材をそれぞれに固定される固定部を連結棒の両端に備えた連結固定部材と、
前記第1の変形防止枠の上部フレーム材及び前記第2の変形防止枠の上部フレーム材に取り付けられる吊り索とを備えている支保の解体装置。

The horizontal placement aid according to claim 6 or 7;
a connecting fixing member provided with fixing parts at both ends of a connecting rod to fix the lower frame material of the first deformation prevention frame and the lower frame material of the second deformation prevention frame, respectively;
A support dismantling device comprising a hanging cable attached to the upper frame material of the first deformation prevention frame and the upper frame material of the second deformation prevention frame.

JP2022072590A 2022-04-26 2022-04-26 Disassembling method of support frame, horizontally placing auxiliary tool of deformation preventing frame, and disassembling device of support frame Pending JP2023161930A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2022072590A JP2023161930A (en) 2022-04-26 2022-04-26 Disassembling method of support frame, horizontally placing auxiliary tool of deformation preventing frame, and disassembling device of support frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2022072590A JP2023161930A (en) 2022-04-26 2022-04-26 Disassembling method of support frame, horizontally placing auxiliary tool of deformation preventing frame, and disassembling device of support frame

Publications (1)

Publication Number Publication Date
JP2023161930A true JP2023161930A (en) 2023-11-08

Family

ID=88650602

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2022072590A Pending JP2023161930A (en) 2022-04-26 2022-04-26 Disassembling method of support frame, horizontally placing auxiliary tool of deformation preventing frame, and disassembling device of support frame

Country Status (1)

Country Link
JP (1) JP2023161930A (en)

Similar Documents

Publication Publication Date Title
US7665252B2 (en) Wall bracing apparatus
US9637925B2 (en) Strand chair for supporting prestressing cable
JP4308811B2 (en) Void formwork placement tool and void formwork placement method
KR20130042117A (en) Fall preventing safety net apparatus
KR101812230B1 (en) Installation of temporary apparatus for curtain wall and temporary apparatus for curtain wall
JP2023161930A (en) Disassembling method of support frame, horizontally placing auxiliary tool of deformation preventing frame, and disassembling device of support frame
JP2617737B2 (en) Wall formwork support device
JP2023028167A (en) Timbering installation method and timbering installation device
KR101072752B1 (en) Temporary Working Platform and Constructing Structure of Temporary Working Platform
JP2015001102A (en) Form structure
CN212176550U (en) Conical shell type roof formwork system
JP6689073B2 (en) Scaffolding board fixing device
KR20190001642A (en) Handling apparatus for paper tube formwork
JP3861196B2 (en) Bracket for protruding scaffold
US20140231617A1 (en) Suspension moulds
CN216109254U (en) Pre-buried structure of structure floor prestressing force pipeline
JP3193873U (en) Concrete formwork fixing device
CN218758664U (en) Wall connecting assembly
CN217629468U (en) Bridge template
CN210105275U (en) U-shaped card seat
CN218406609U (en) A shaped steel post location auxiliary device for strength nature post construction
JPH10204892A (en) Anchor bolt support device of foundation concrete
CN219638116U (en) Stable steel structure engineering support
JP2018168539A (en) Anchor bolt holding device
CN117052110A (en) Wall connecting assembly and installation method thereof