JP3695716B2 - Floor slab separator - Google Patents

Floor slab separator Download PDF

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Publication number
JP3695716B2
JP3695716B2 JP2003025778A JP2003025778A JP3695716B2 JP 3695716 B2 JP3695716 B2 JP 3695716B2 JP 2003025778 A JP2003025778 A JP 2003025778A JP 2003025778 A JP2003025778 A JP 2003025778A JP 3695716 B2 JP3695716 B2 JP 3695716B2
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Japan
Prior art keywords
floor slab
divided
slope
jack
divided floor
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Expired - Lifetime
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JP2003025778A
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Japanese (ja)
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JP2004238796A (en
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崇 古村
行衛 野田
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川田建設株式会社
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Priority to JP2003025778A priority Critical patent/JP3695716B2/en
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Description

【0001】
【発明の属する技術分野】
この発明は、橋梁などの主桁上に架設されたコンクリート製の旧床版を撤去して新床版を据え付ける際に用いる装置であって、旧床版に切り目を入れて分割された床版を周辺から縁切りして分離するための床版分離装置に関するものである。
【0002】
【従来の技術】
構築後多年経過した鋼橋のコンクリート製床版は、その老朽化に伴って旧床版の撤去及び新床版の据付工事を行なう必要がある。旧床版としては主桁に支持される鉄筋コンクリート製の床版が多いため、撤去に際してはこれを所定の大きさに切断して搬出しなければならない。又床版は主桁フランジとジベル筋等で一体に接続しているので、この部分をコンクリートブレーカやコアカッターあるいは膨張材注入による静的破壊によって解放してから、ジャッキにより押し上げて主桁からの分離を確認した後、旧床版に吊具を取り付けて撤去している。
【0003】
ここで特許文献1に記載される従来の床版分離装置を図5に基き説明する。床版分離に際しては、先ず所定箇所にコンクリートカッター等で切れ目を入れジベル筋等を切断して分割床版102を形成する。この分割床版102を主桁等の周囲の接触面から縁切りするための従来の床版分離装置101は、分割床版102の両側に置かれた台103と、これらに支持され分割床版102をまたいだ状態で設置する梁材104と、この梁材104上に設ける一対のジャッキ105,105と、各ジャッキ105及び分割床版102を挿通するPC鋼棒106から構成されていた。
【0004】
PC鋼棒106はジャッキ105の作用により上下動し得るもので、梁材104及び分割床版102に穿設した孔部もしくは間隙を貫通しており、分割床版102の下面より突出する先端には座金106a及びナット106bが取り付けられていた。
【0005】
分割床版102を縁切りする際には、ジャッキ105を作動させてその下面を引き上げ、分割床版102を主桁から分離した後、PC鋼棒106を下降させて主桁上に一旦降ろし、床版分離装置101を移動させた後、分割床版102に穿設した孔部に吊具を取り付けてクレーンにより吊り上げて撤去していた。
【0006】
【特許文献1】
特開平9−59919号公報(図4)
【0007】
【発明が解決しようとする課題】
しかし、従来の床版分離装置101は、ジャッキ105で分割床版102を直接引き上げる構成であったため分離の際に作用するジャッキ105の荷重が大きくなる欠点があった。又分割床版102を均等に引き上げるためには複数のジャッキ105の引き上げ長さを調整しながら行なわねばならないが、この長さの差が直接床版変位の差となるため、断続的に操作を行なわねばならず作業が煩雑となる欠点があった。
【0008】
この発明は、従来の床版分離装置が有する問題点を解消すべくなされたものであり、ジャッキの荷重が小さいものでも分離作業が実施可能で、しかもジャッキの長さ調整を頻繁に行なわなくとも均等に床版を引き上げることができる床版分離装置を提供することを目的としている。
【0009】
【課題を解決するための手段】
上記課題を解決するため、この発明の床版分離装置は、主桁上に架設されたコンクリート製の旧床版に切り目を入れて形成する分割床版をその周囲の接触面から縁切りするための床版分離装置において、前記分割床版の外部にある床版上に相互の斜面先端部を対向して載置する少なくとも一対の楔状滑り架台と、上下面に滑り面を設けこの架台斜面上に移動可能に載置する送りコマと、一対の送りコマに両端を支持しながら前記分割床版上を架け渡す梁材と、この梁材と前記分割床版との間に介在する反力架台と、前記分割床版を前記梁材に連結する緊結鋼材と、一端をこの反力架台に固定し他端に結合する前記送りコマを前記楔状滑り架台の斜面に沿って上昇し得るジャッキを備えることを特徴とするものである。
【0010】
一対の楔状滑り架台は、その位置が固定されるよう例えば外周に繋ぎ枠材を装着する。なおこの枠材に移動用車輪を設けてもよい。送りコマは上面が水平で下面が楔状滑り架台と同一勾配の斜面を有する台形状の部材であって、梁材の下面及び滑り架台の斜面に接しながら移動する。この移動の際に接触面に摩擦が生ずるのでこれを減じるため、送りコマの滑り面及び/又は梁材下面・滑り架台斜面にテフロン(登録商標)板等の滑動補助材を貼着する。
【0011】
梁材は反力架台を固着し緊結鋼材により連結された分割床版とも一体に挙動する。従って送りコマが滑り架台斜面を上昇すると梁材端部が押し上げられ同時に分割床版も上昇する。ジャッキの押出長さに比べ梁材の上昇率は僅かであるため、均等に押し上げるためのジャッキの長さ調整は比較的簡易である。
【0012】
一般に摩擦抵抗力を小さくして、しかも滑り架台斜面の勾配を小さいものに設定すれば、より少ないジャッキ力で必要な引き上げ力を付与することができる。必要な引き上げ力Pに対し、これを0.8P程度のジャッキ力で実現するためには、滑り架台斜面の勾配は20°以下が望ましく、摩擦係数はμ=0.1以下が望ましい。
【0013】
【発明の実施の形態】
次にこの発明の実施の形態を添付図面に基づき詳細に説明する。図1は床版分離装置の平面図、図2は図1のII−II断面を示す断面図である。床版分離装置1は、分割床版2に隣接する床版3,3上に載置する一対の楔状滑り架台4,4と、各架台斜面4a上に載置する送りコマ5,5と、この送りコマ5に両端を支持する梁材6と、梁材6の下面にあって分割床版2との間に介在する反力架台7と、分割床版2を梁材6に連結する緊結鋼材8と、一端を反力架台7に固定し他端を各送りコマ5にピン結合する一対のジャッキ9,9からなる。
【0014】
一対の楔状滑り架台4,4は、相互の間隔がずれないよう外周に繋ぎ枠材10を装着して固定する。なおこの繋ぎ枠材10に取外し可能な移動用車輪11を設けると、床版分離後の装置移動が容易になる。送りコマ5は上面5aが水平で下面5bが架台斜面4aと同一勾配となる台形状の部材であって、上下面にテフロン(登録商標)板を貼着する。
【0015】
梁材6は、例えば2枚の溝型鋼のウェブを背中合せにしてその間隔を若干空けて配置製作するもので、この間隙に緊結鋼材8を挿通する。緊結鋼材8は全ねじタイプのPC鋼棒が望ましく、梁材上面及び分割床版下面に支圧板8aを設け、ナット8bを螺合して梁材6と分割床版2を連結する。なお分割床版2には予め鋼材挿通用の孔部を穿設しておく。
【0016】
上述した床版分離装置1は分割床版2の適宜箇所に複数配置し、これらを同時に作動させて分離作業を実施するものであるが、その配置の一例を図3に示す。図3は床版分離装置を取り付けた橋梁床版の断面図である。主桁12上に架設されたコンクリート製の旧床版には橋軸直角方向に切れ目を入れて細長い1枚の分割床版2を形成する。主桁12の上面と分割床版2はジベル筋等で接続しているので、これを解放した後、一対の床版分離装置1,1を橋軸方向に平行に配置する。
【0017】
挿通する緊結鋼材8で梁材6を分割床版2と連結した後、各ジャッキ9を連動しながら伸長し、送りコマ5を梁材6及び架台斜面4aに接触させながら移動させる。この時送りコマ5は図4に示すように架台斜面4aに沿って上昇するので梁材6の両端部が押し上げられ、従って緊結鋼材8により連結された分割床版2も同時に引き上げられる。
【0018】
ジャッキ9による送りコマ5の押出長さに比べ、梁材6の上昇率はごく僅かであるため、各ジャッキ9の伸長度合いに若干の差が生じても梁材6の高さには殆ど差が見られない。即ち均等な分離作業が容易に達成し得る。
【0019】
又楔型の押し上げ装置を用いると、一般により少ないジャッキ力で必要な押し上げ力を付与することが可能である。例えば特公平4−54002号公報には、橋梁の支承を修理交換するための楔型のジャッキアップ装置が開示されているが、楔勾配を2.3°〜8.5°とし、摩擦係数をμ=0.07とすれば、必要な鉛直荷重に対して、その1/2〜1/5程度の水平力で押し上げが可能とする実験結果が記載されている。なお、本発明の床版分離装置1の場合には架台斜面4aの勾配は20°以下が望ましく、その場合の摩擦係数はμ=0.1以下が望ましい。
【0020】
ジャッキ9押し出しにより主桁12からの分離を確認した後、分割床版2を再度主桁12上に降ろし、その後床版分離装置1を移動する。分割床板2に穿設した緊結鋼材8挿通用の孔部を利用して、これに図示しない吊具を取り付け、クレーン等により撤去を完了する。
【0021】
【発明の効果】
以上説明したように、この発明の床版分離装置は、分割床版と一体になる梁材を楔状滑り架台に載置する送りコマの作用で押し上げる構造であるので、ジャッキの荷重が小さいものでも床版を主桁から押し上げ分離する作業が可能となり、しかもジャッキによる送りコマの押出長さに比べ、梁材の上昇率はごく僅かであるため、ジャッキの長さ調整を頻繁に行なわなくとも均等に床版を引き上げることが可能となる。
【図面の簡単な説明】
【図1】床版分離装置の平面図である。
【図2】図1のII−II断面を示す断面図である。
【図3】床版分離装置を取り付けた橋梁床版の断面図である。
【図4】分割床版引き上げ時の床版分離装置の断面図である。
【図5】従来の床版分離装置の斜視図である。
【符号の説明】
1 床版分離装置
2 分割床版
3 床版
4 楔状滑り架台
5 送りコマ
6 梁材
7 反力架台
8 緊結鋼材
9 ジャッキ
[0001]
BACKGROUND OF THE INVENTION
The present invention is an apparatus used when removing a concrete old floor slab installed on a main girder such as a bridge and installing a new floor slab, the floor slab divided by cutting into the old floor slab The present invention relates to a floor slab separating device for cutting off the edge from the periphery.
[0002]
[Prior art]
It is necessary to remove the old floor slab and install the new floor slab for the steel slab concrete slab that has passed many years after construction. Since there are many reinforced concrete slabs supported by the main girder as old slabs, when removing them, they must be cut into a predetermined size and carried out. Also, the floor slab is connected integrally with the main girder flange and the gibber bar, etc., so this part is released by static breakage by concrete breaker, core cutter or expansion material injection, then pushed up by the jack and lifted from the main girder After confirming the separation, a hanging tool is attached to the old floor slab and removed.
[0003]
Here, the conventional floor slab separating apparatus described in Patent Document 1 will be described with reference to FIG. When separating the floor slab, first, a split floor slab 102 is formed by making a cut at a predetermined location with a concrete cutter or the like and cutting the gibber streaks. A conventional floor slab separating apparatus 101 for cutting off the divided floor slab 102 from a peripheral contact surface such as a main girder has a table 103 placed on both sides of the divided floor slab 102 and the divided floor slab 102 supported by these. , A pair of jacks 105, 105 provided on the beam member 104, and a PC steel rod 106 through which each jack 105 and the divided floor slab 102 are inserted.
[0004]
The PC steel bar 106 can move up and down by the action of the jack 105, passes through the hole or gap formed in the beam member 104 and the divided floor slab 102, and protrudes from the lower surface of the divided floor slab 102. A washer 106a and a nut 106b were attached.
[0005]
When cutting the divided floor slab 102, the jack 105 is operated to raise its lower surface, and after the divided floor slab 102 is separated from the main girder, the PC steel bar 106 is lowered and lowered onto the main girder, After the plate separating apparatus 101 was moved, a lifting tool was attached to the hole formed in the divided floor slab 102 and lifted by a crane to be removed.
[0006]
[Patent Document 1]
JP-A-9-59919 (FIG. 4)
[0007]
[Problems to be solved by the invention]
However, since the conventional floor slab separating apparatus 101 has a configuration in which the divided floor slab 102 is directly pulled up by the jack 105, there is a drawback in that the load of the jack 105 acting during the separation becomes large. Further, in order to lift the divided floor slab 102 evenly, it is necessary to adjust the lifting lengths of the plurality of jacks 105, but this difference in length directly becomes the difference in floor slab displacement. There was a drawback that the work that had to be done was complicated.
[0008]
The present invention has been made to solve the problems of conventional floor slab separating devices, and can be separated even when the jack load is small, and the length of the jack is not frequently adjusted. An object of the present invention is to provide a floor slab separating device that can lift the floor slab evenly.
[0009]
[Means for Solving the Problems]
In order to solve the above-mentioned problems, a floor slab separating apparatus according to the present invention is for cutting a divided floor slab formed by cutting a concrete old floor slab erected on a main girder from its surrounding contact surface. In the floor slab separating device, at least a pair of wedge-shaped sliding racks that are placed opposite to each other on the floor decks outside the divided floor decks, and sliding surfaces are provided on the upper and lower surfaces, on the slopes of the racks. A feed piece that is movably mounted; a beam member that spans the split floor slab while supporting both ends of the pair of feed pieces; and a reaction force stand that is interposed between the beam member and the split floor slab. And a tight steel member for connecting the divided floor slab to the beam member, and a jack capable of ascending along the slope of the wedge-shaped sliding frame with the feed piece fixed at one end to the reaction force frame and coupled to the other end. It is characterized by.
[0010]
The pair of wedge-shaped slide mounts are attached with, for example, a connecting frame material on the outer periphery so that the position thereof is fixed. The frame member may be provided with a moving wheel. The feed piece is a trapezoidal member having a horizontal upper surface and a lower surface having the same slope as the wedge-shaped slide base, and moves while contacting the lower surface of the beam material and the slope of the slide base. Since friction is generated on the contact surface during this movement, a sliding auxiliary material such as a Teflon (registered trademark) plate is adhered to the sliding surface of the feed piece and / or the beam material lower surface / sliding frame slope.
[0011]
The beam material also behaves as a unit with the divided floor slabs that are fixed to the reaction force frame and connected by tight steel. Therefore, when the feed piece rises on the slope of the slide base, the end of the beam is pushed up and the divided floor slab rises at the same time. Since the rate of increase of the beam material is small compared to the extrusion length of the jack, adjusting the length of the jack for evenly pushing up is relatively simple.
[0012]
Generally, if the frictional resistance is reduced and the slope of the slide base slope is set small, the necessary lifting force can be applied with a smaller jacking force. In order to achieve the required lifting force P with a jacking force of about 0.8 P, the slope of the slide base slope is desirably 20 ° or less, and the friction coefficient is desirably μ = 0.1 or less.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Next, embodiments of the present invention will be described in detail with reference to the accompanying drawings. FIG. 1 is a plan view of a floor slab separating apparatus, and FIG. 2 is a cross-sectional view showing a II-II cross section of FIG. The floor slab separating apparatus 1 includes a pair of wedge-shaped slide bases 4 and 4 placed on the floor slabs 3 and 3 adjacent to the divided floor slab 2, feed frames 5 and 5 placed on each base slope 4a, A beam member 6 that supports both ends of the feed frame 5, a reaction force stand 7 that is interposed between the beam member 6 on the lower surface of the beam member 6 and the divided floor slab 2, and a tight coupling that connects the divided floor slab 2 to the beam member 6. It consists of a steel material 8 and a pair of jacks 9, 9 having one end fixed to the reaction force stand 7 and the other end pin-coupled to each feed piece 5.
[0014]
The pair of wedge-shaped slide mounts 4 and 4 are fixed by attaching the frame material 10 to the outer periphery so that the distance between them does not shift. If the detachable moving wheel 11 is provided on the connecting frame member 10, the apparatus can be easily moved after the slab separation. The feed piece 5 is a trapezoidal member whose upper surface 5a is horizontal and whose lower surface 5b has the same gradient as the gantry slope 4a, and a Teflon (registered trademark) plate is attached to the upper and lower surfaces.
[0015]
The beam member 6 is, for example, manufactured by arranging two grooved steel webs back to back with a slight gap therebetween, and the tight steel member 8 is inserted into the gap. The binding steel material 8 is preferably an all-screw type PC steel bar. A bearing plate 8a is provided on the upper surface of the beam material and the lower surface of the divided floor slab, and the beam 6 and the divided floor slab 2 are connected by screwing a nut 8b. The divided floor slab 2 is previously drilled with a hole for inserting a steel material.
[0016]
A plurality of the above-described floor slab separating apparatuses 1 are arranged at appropriate locations on the divided floor slab 2 and are operated simultaneously to perform separation work. An example of the arrangement is shown in FIG. FIG. 3 is a cross-sectional view of a bridge slab to which a floor slab separating device is attached. The old concrete slab erected on the main girder 12 is cut in a direction perpendicular to the bridge axis to form one elongated divided slab 2. Since the upper surface of the main girder 12 and the divided floor slab 2 are connected by a gibber bar or the like, after releasing this, the pair of floor slab separating devices 1 and 1 are arranged in parallel to the bridge axis direction.
[0017]
After the beam material 6 is connected to the divided floor slab 2 with the tight steel material 8 to be inserted, each jack 9 is extended while interlocking, and the feed piece 5 is moved while being in contact with the beam material 6 and the gantry slope 4a. At this time, the feed piece 5 ascends along the pedestal slope 4a as shown in FIG. 4, so that both ends of the beam member 6 are pushed up, so that the divided floor slab 2 connected by the binding steel member 8 is also pulled up simultaneously.
[0018]
Compared with the extrusion length of the feed piece 5 by the jack 9, the rate of rise of the beam material 6 is very small, so even if there is a slight difference in the extension degree of each jack 9, there is almost no difference in the height of the beam material 6. Is not seen. That is, an even separation operation can be easily achieved.
[0019]
In addition, when a wedge-type push-up device is used, a necessary push-up force can be applied with a smaller jack force. For example, Japanese Patent Publication No. 4-54002 discloses a wedge-type jack-up device for repairing and replacing a bridge support. The wedge gradient is 2.3 ° to 8.5 °, and the coefficient of friction is If μ = 0.07, an experimental result is described that makes it possible to push up with a horizontal force of about 1/2 to 1/5 of the required vertical load. In the case of the floor slab separating apparatus 1 of the present invention, the slope of the gantry slope 4a is desirably 20 ° or less, and the friction coefficient in that case is desirably μ = 0.1 or less.
[0020]
After confirming the separation from the main girder 12 by pushing out the jack 9, the divided floor slab 2 is again lowered onto the main girder 12, and then the floor slab separating apparatus 1 is moved. Using a hole for inserting the tight steel 8 formed in the divided floor board 2, a hanging tool (not shown) is attached thereto, and the removal is completed by a crane or the like.
[0021]
【The invention's effect】
As described above, the floor slab separating apparatus of the present invention has a structure in which the beam material integrated with the divided floor slab is pushed up by the action of the feed piece placed on the wedge-shaped slide base, so even if the load of the jack is small Work to push up and separate the floor slab from the main girder is possible, and the rate of rise of the beam material is very small compared to the extrusion length of the feed frame by the jack, so even if the jack length is not adjusted frequently It is possible to raise the floor slab.
[Brief description of the drawings]
FIG. 1 is a plan view of a floor slab separating apparatus.
FIG. 2 is a cross-sectional view showing a II-II cross section of FIG.
FIG. 3 is a cross-sectional view of a bridge floor slab to which a floor slab separating device is attached.
FIG. 4 is a cross-sectional view of a floor slab separating apparatus when a divided floor slab is pulled up.
FIG. 5 is a perspective view of a conventional floor slab separating apparatus.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Floor slab separation apparatus 2 Divided floor slab 3 Floor slab 4 Wedge-shaped slide mount 5 Feeding piece 6 Beam material 7 Reaction force mount 8 Tightened steel material 9 Jack

Claims (1)

主桁上に架設されたコンクリート製の旧床版に切り目を入れて形成する分割床版をその周囲の接触面から縁切りするための床版分離装置において、前記分割床版の外部にある床版上に相互の斜面先端部を対向して載置する少なくとも一対の楔状滑り架台と、上下面に滑り面を設けこの架台斜面上に移動可能に載置する送りコマと、一対の送りコマに両端を支持しながら前記分割床版上を架け渡す梁材と、この梁材と前記分割床版との間に介在する反力架台と、前記分割床版を前記梁材に連結する緊結鋼材と、一端をこの反力架台に固定し他端に結合する前記送りコマを前記楔状滑り架台の斜面に沿って上昇し得るジャッキを備えることを特徴とする床版分離装置。In a floor slab separating apparatus for cutting a divided floor slab formed by cutting a concrete old floor slab erected on a main girder from a peripheral contact surface thereof, the floor slab outside the divided floor slab At least a pair of wedge-shaped sliding racks that are placed opposite to each other at the tip of the slope, a feed piece that is provided with a sliding surface on the upper and lower surfaces, and that is movably placed on the slope of the carriage, A beam material that crosses over the divided floor slab while supporting, a reaction force frame interposed between the beam material and the divided floor slab, a binding steel material that connects the divided floor slab to the beam material, A floor slab separating apparatus comprising: a jack capable of ascending the feed piece, which is fixed at one end to the reaction force frame and coupled to the other end, along the slope of the wedge-shaped slide frame.
JP2003025778A 2003-02-03 2003-02-03 Floor slab separator Expired - Lifetime JP3695716B2 (en)

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CN106012853A (en) * 2016-06-17 2016-10-12 柳州黔桥工程材料有限公司 Walking type jacking and pushing construction method
CN106087773A (en) * 2016-06-17 2016-11-09 贵州路桥集团有限公司 The assembling unit excessively of stride pushing tow system
CN109267486A (en) * 2018-09-18 2019-01-25 安徽伟宏钢结构集团股份有限公司 A kind of bridge lateral regulating device
CN109722993A (en) * 2018-12-29 2019-05-07 中冶天工集团有限公司 It is a kind of for adjusting the method for adjustment of steel box-girder two-dimensional surface position

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