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JPH07113201B2 - Construction method and equipment for PC paving slab - Google Patents
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JPH07113201B2 - Construction method and equipment for PC paving slab - Google Patents

Construction method and equipment for PC paving slab

Info

Publication number
JPH07113201B2
JPH07113201B2 JP3210837A JP21083791A JPH07113201B2 JP H07113201 B2 JPH07113201 B2 JP H07113201B2 JP 3210837 A JP3210837 A JP 3210837A JP 21083791 A JP21083791 A JP 21083791A JP H07113201 B2 JPH07113201 B2 JP H07113201B2
Authority
JP
Japan
Prior art keywords
sheath
vertical
horizontal
ground
holding
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP3210837A
Other languages
Japanese (ja)
Other versions
JPH0551909A (en
Inventor
浩美 茅根
隆 金子
Original Assignee
株式会社ピー・エス
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 株式会社ピー・エス filed Critical 株式会社ピー・エス
Priority to JP3210837A priority Critical patent/JPH07113201B2/en
Publication of JPH0551909A publication Critical patent/JPH0551909A/en
Publication of JPH07113201B2 publication Critical patent/JPH07113201B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Road Paving Structures (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は飛行場等の舗装等に用い
る高強度のPC舗装版の施工方法及びその装置に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for constructing a high-strength PC pavement slab used for pavement at an airfield or the like.

【0002】[0002]

【従来の技術】飛行場の舗装には、強度、耐摩耗性、耐
変形性、耐候性及び耐久性等において優れた性能を有す
るPC舗装版を用いることが多い。PC舗装版は施工す
べき地盤上において、例えば長さ100m、幅7.5m
の舗装を一体にプレストレス導入して施工される。この
ようなPC舗装版の施工に当っては、ポストテンション
方式として、PCシースを格子状に例えば一辺が25〜
30cm程度の矩形格子を形成するように地盤上に並べ
ておき、版のコンクリートを打設し、コンクリート養生
した後シース内にPC鋼材を挿通し、PC鋼材を緊張し
てコンクリートにプレストレスを導入して版を製造す
る。この場合に、従来は人力によりシースを格子状に配
設し、その交点を結束し、シースを地盤から浮上らせ、
コンクリートを打設した。このような人力作業は極めて
多大な手間と長時間の工期を要し、PC舗装版の迅速施
工を妨げていた。
2. Description of the Related Art PC pavement slabs having excellent properties such as strength, abrasion resistance, deformation resistance, weather resistance and durability are often used for pavement at airfields. The PC paving slab is, for example, 100 m long and 7.5 m wide on the ground to be constructed.
The pavement will be installed with prestressing. In the construction of such a PC pavement plate, a PC tension is arranged in a lattice form, for example, 25 to 25 on a side as a post tension method.
Arrange them on the ground so as to form a rectangular grid of about 30 cm, place the concrete of the plate, and after curing the concrete, insert the PC steel material into the sheath, tension the PC steel material and introduce prestress into the concrete. To produce a plate. In this case, conventionally, the sheath was arranged manually in a grid pattern, the intersections were bound, and the sheath was lifted from the ground.
I poured concrete. Such manual labor requires a great deal of labor and a long construction period, which hinders quick construction of the PC paving slab.

【0003】[0003]

【発明が解決しようとする課題】本発明は、このような
PC舗装版の施工におけるシースの配設、結束、地盤上
の高さ位置めの工程を機械化、自動化し、PC舗装版
の高能率施工を可能とするものである。本発明者らはさ
きに縦横シースの結束と地盤上支持を行う結束支持金具
を提供した(特願平3−175155号出願)。この結
果支持金具は、縦シースと横シースの交点に上方から押
しつけて開口部を閉じることによって、一動作で結束と
地盤上のスペーサとを兼ねた結束を行うことができるも
のである。本発明はこの結束支持金具を用いて、シース
の結束と地盤上位置保持の迅速施工を行うことを目的と
する。同時に、鉄筋やPC鋼材と異なり薄鉄板等の材料
からなる筒であるシースに曲がりや凹み、撓み等を起こ
さずに上記一連の施工をする必要がある。
[SUMMARY OF THE INVENTION The present invention, sheath disposed in construction of such a PC pavement, cohesion, mechanized height Positioning steps on the ground, automated, high in PC pavement It enables efficient construction. The present inventors previously provided a binding support metal fitting for binding vertical and horizontal sheaths and supporting on the ground (Japanese Patent Application No. 3-175155). As a result, the support fitting is capable of binding both as a binding and as a spacer on the ground in one operation by pressing it from above to the intersection of the vertical sheath and the horizontal sheath to close the opening. It is an object of the present invention to use this binding support metal fitting to quickly bind the sheath and hold the position on the ground. At the same time, unlike steel bars and PC steel materials, materials such as thin iron plates
The sheath, which consists of a tube, is bent, dented, bent, etc.
Instead, it is necessary to carry out the above series of constructions.

【0004】[0004]

【課題を解決するための手段】本発明は、PC舗装版を
施工すべき平面地盤を形成し、この地盤上に長手方向に
長尺の縦シースを一定間隔ごとに並列し、この縦シース
を地盤から一定の高さに持上げ、この縦シース上に一定
ピッチごとに横シースを供給して保持し、縦シースと横
シースの交点を結束すると同時に結束したシースの地盤
上の鉛直位置決めをし、上記横シースの供給保持、結
束、鉛直位置決めを繰返し、地盤上の一定の高さ位置に
結束された縦横シースの格子状結束体を自動的に形成
し、次いでコンクリート打設し、養生後、PC鋼材をシ
ースに挿通し、これを緊張することによってコンクリー
トにプレストレスを導入することを特徴とするPC舗装
版の施工方法である。
According to the present invention, a flat ground on which a PC paving slab is to be formed is formed, and long vertical sheaths are arranged in parallel in the longitudinal direction at regular intervals on the ground. Lift to a certain height from the ground, supply and hold horizontal sheaths on this vertical sheath at regular pitches, bind the intersections of the vertical sheath and the horizontal sheath, and at the same time perform vertical positioning of the bound sheath on the ground, By repeatedly supplying and holding the horizontal sheaths, bundling, and vertically positioning, a lattice-shaped bundle of vertical and horizontal sheaths bundled at a fixed height position on the ground is automatically formed, and then concrete is poured and cured, and then PC This is a construction method for a PC paving slab, characterized in that a steel material is inserted into a sheath and a prestress is introduced into the concrete by tensioning the steel material.

【0005】この施工方法を好適に実施するための本発
明の装置は、縦シースを地盤上一定高さに持ち上げ保持
する縦シース持上装置と、横シースを1本ずつ縦シース
上に供給し、結束するまでそのままの位置に保持する横
シース保持装置と、シース結束支持金具を保持された縦
横シースの交点に上から押し下げて結束する結束装置
と、上記縦シース持上装置、横シース保持装置及び結束
装置を備え縦シースの長手方向に横シースの1ピッチご
とに間欠移動する台車とを備えたことを特徴とするPC
舗装版の施工装置である。この装置において、縦シース
持上装置は縦シースを下から支持する2ケの溝型ローラ
と上から押える1ケの溝型ローラとから形成するとよ
く、横シース保持装置は、シース供給装置から供給され
る横シースを把持する把持部と、把持したシースを縦シ
ース上に移動させて上から押えて保持する回動腕とす
る。
The apparatus of the present invention for suitably carrying out this construction method comprises a vertical sheath lifting device for lifting and holding the vertical sheath at a certain height above the ground, and one horizontal sheath on each vertical sheath. A horizontal sheath holding device that holds the device in the same position until it is bound, and a binding device that pushes the sheath binding support fitting down to the intersection of the held vertical and horizontal sheaths to bind the sheath, and the vertical sheath lifting device and the horizontal sheath holding device. And a trolley provided with a binding device and intermittently moving in the longitudinal direction of the vertical sheath every pitch of the horizontal sheath.
It is a paving plate construction device. In this device, the vertical sheath lifting device may be formed of two groove type rollers that support the vertical sheath from below and one groove type roller that presses the vertical sheath from above, and the horizontal sheath holding device is supplied from the sheath supply device. The gripping portion grips the horizontal sheath and the rotating arm that moves the gripped sheath onto the vertical sheath and presses and holds the sheath from above.

【0006】さらに、シース結束装置はシース結束支持
金具を掴持する一対の爪と、この爪を押し下げながら一
対の爪を閉止してシース結束金具をシース交点に圧着さ
せる爪操作部と、シース結束金具を受け取って前記一対
の爪をシースの交点位置まで運搬する運搬台車とから構
成されている。
Further, the sheath tying device includes a pair of claws for holding the sheath tying support fitting, a claw operating portion for closing the pair of claws while pushing down the claws to press the sheath tying fitting to the sheath intersection, and a sheath tying device. And a carriage for receiving the metal fitting and carrying the pair of claws to the intersection of the sheaths.

【0007】[0007]

【作用】本発明方法によればPC舗装版の施工に当り、
シースの適正迅速な平面配設、結束及び鉛直方向の位置
決めを機械化することができる。また、本発明の装置は
上記方法を好適に実施することができる。
According to the method of the present invention, when the PC pavement plate is constructed,
It is possible to mechanize proper and rapid plane disposition of the sheath, bundling, and vertical positioning. Further, the apparatus of the present invention can preferably carry out the above method.

【0008】[0008]

【実施例】図1に本発明の装置の実施例の側面図を示し
た。またその正面図の部を図2に示した。この装置に
よって施工されるPC舗装版は例えば長さ100m、幅
7.5mのポストテンションの現場打PC舗装版であ
る。この装置は幅7.5mより広い車輪間隔を有し、長
方向に走行する台車10上に集約されている。PC舗
装版を施工すべき場所に平坦な地盤1を形成し、台車1
0はこの平坦な地盤上を走行路として又は地盤上の図示
していない軌条を走行路として車輪11によって走行す
る。この台車10上に、 (a)縦シースを一定高さに持ち上げ保持する縦シース
持上装置30 (b)横シースを1本ずつ縦シース上に供給し、一定位
置に保持する横シース保装置40 (c)シース結束支持金具を該保持された縦横シースの
交点に上から押し下げて結束するシース結束装置50を
集約、載設している。種々機能を持つ各装置を集約、載
置したことと、台車10縦シースの長手方向に横シー
スの1ピッチごとに間欠移動することによって縦横シー
スの地盤上に一定高さを確保しての格子状配置、縦横シ
ース交点の結束を入力によることなく機械的に自動化可
能となる。また、薄肉材料からなる中空管であるシース
に変形、撓み等を起こさずに上記一連の施工が可能であ
る。
1 is a side view of an embodiment of the apparatus of the present invention. Also showed part of the front view in FIG. The PC pavement slab constructed by this device is, for example, a post-tensioned PC pavement slab having a length of 100 m and a width of 7.5 m. This device has a wheel spacing wider than 7.5m wide,
It is collected on a trolley 10 traveling in the hand direction. Form a flat ground 1 at the place where the PC paving slab should be constructed, and trolley 1
0 is shown on this flat ground as a running path or on the ground
The wheels 11 are used as a running path on a rail that is not used . This carriage 10 on, (a) longitudinal sheath lifting device 30 for holding lifting the vertical sheath constant height (b) horizontal sheath is supplied on the vertical sheath one by one, the horizontal sheath holding device for holding a fixed position 40 (c) A sheath tying device 50 for tying the sheath tying support fittings by pushing them down from above to the intersection of the held vertical and horizontal sheaths.
Aggregated and posted. Aggregate and mount each device with various functions
And it has location, aspect sea by carriage 10 is intermittently moved for every one pitch in the lateral sheath in the longitudinal direction of the longitudinal sheath
A grid-like arrangement that secures a certain height above the ground
It is possible to mechanically automate the binding of source intersections without input
It becomes Noh. Also, a sheath that is a hollow tube made of a thin material
It is possible to carry out the above-mentioned series of construction without causing deformation or bending.
It

【0009】 縦シース2は地盤1上に幅方向間隔25
0mmごとに長手に並べて配設されている。縦シース持
上装置30は縦シース2を地盤上一定高さに持上げ保
持するため、縦シース2の下面を受ける溝つきローラ3
1、32と上面を抑える溝つきローラ33とから構成さ
れている。シースはこれらのローラで支持される際に、
曲がり、凹み等の変形を受けることがない。横シース3
は台車10上の横シース貯蔵庫20に多数本が積み込ま
れており、図示省略したフィーダによって1本ずつ横シ
ース保持装置40に供給される。
The vertical sheath 2 is arranged on the ground 1 with a space 25 in the width direction.
They are arranged in the longitudinal direction every 0 mm. Vertical sheath lifting device 30 for holding lifting the vertical sheath 2 to the ground constant height, grooved rollers 3 for receiving the lower surface of the vertical sheath 2
1 and 32 and a grooved roller 33 that suppresses the upper surface. When the sheath is supported by these rollers,
No bending, denting or other deformation. Lateral sheath 3
Many are loaded in the horizontal sheath storage 20 on the trolley 10, and are supplied to the horizontal sheath holding device 40 one by one by a feeder (not shown).

【0010】 横シース保持装置40は、横シース3を
受け取って縦シース2上まで運び横シースと縦シースが
結束されるまでそこに一時保持する。横シース保持装置
40は横シース3を受け取って把持する把持爪41、腕
42、腕回動駆動部43からなっている。図3はその詳
細を示すものである。腕42は横シース貯蔵庫から供給
された横シース3を把持爪41で把持して縦シース2上
に運ぶ。腕42は駆動部43によって円弧44を描いて
回動し、横シース3を縦シース2上に押えて保持する。
2本の把持爪41は開閉自在になっており、横シース保
持装置はこの把持爪41を上向きに開いて待機し、供給
された横シース3を受取り、把持爪41を閉じて横シー
ス3を把持する。この過程でシースに変形を生じること
はない。後述の結束装置50が縦シース2と横シース3
の交点を結束したら把持爪41を開き、腕42は円弧4
4を逆にたどって元の位置に戻る。
[0010] Side sheath holding device 40, the horizontal sheath 3 <br/> received taking carried to the vertical sheath 2 horizontal sheath and vertical sheath are temporarily held there until unity. The horizontal sheath holding device 40 includes a grip claw 41 that receives and grips the horizontal sheath 3, an arm 42, and an arm rotation drive unit 43. FIG. 3 shows the details. The arm 42 grips the horizontal sheath 3 supplied from the horizontal sheath storage with the grip claws 41 and carries it onto the vertical sheath 2. The arm 42 is rotated by drawing a circular arc 44 by the drive unit 43, and presses and holds the horizontal sheath 3 on the vertical sheath 2.
The two gripping claws 41 are openable and closable, and the lateral sheath holding device opens the gripping claws 41 to stand by, receives the supplied horizontal sheath 3, and closes the gripping claws 41 to close the lateral sheath 3. Hold it. Deformation of the sheath during this process
There is no. The bundling device 50, which will be described later, includes a vertical sheath 2 and a horizontal sheath 3.
After binding the intersection points of, the grip claws 41 are opened and the arm 42 is moved to the arc 4
Follow 4 in reverse to return to the original position.

【0011】シース結束装置50は結束支持金具100
を掴持する掴持装置51と、横シース3の真上に進行す
る前後進装置52と、縦横シースの交点に結束支持金具
100を上から押し込んで結束する上下動装置53とか
ら構成されている。本発明の実施に用いる結束支持金具
100は、図7に示すように、Ω字状をなす弾性板材か
らなる結束具であって交差している縦横シースの交点の
縦横シースを束ねる横溝105と縦溝106を形成する
結束部101と、ベースプレート103から立ち上がっ
ている2枚のスペーサ102とこのスペーサ102を一
体に結合する綴じ金具104を備えている。この結束支
持金具100は多数個が連結されてコンベヤ80上に乗
って送られてくる。
The sheath binding device 50 is a binding support metal fitting 100.
It is composed of a gripping device 51 for gripping the device, a forward / backward moving device 52 that travels right above the horizontal sheath 3, and a vertical movement device 53 that presses the binding support metal fitting 100 from above to bind it at the intersection of the vertical and horizontal sheaths. There is. As shown in FIG. 7, a bundling support metal fitting 100 used for carrying out the present invention is a bundling tool made of an elastic plate material having an Ω shape, and a vertical groove 105 for bundling vertical and horizontal sheaths at a crossing point of vertical and horizontal sheaths intersecting with each other. It is provided with a binding portion 101 forming a groove 106, two spacers 102 standing up from the base plate 103, and a binding metal member 104 for integrally coupling the spacers 102. A large number of the bundling support fittings 100 are connected and sent on the conveyor 80.

【0012】 シース結束装置50は結束支持金具10
0をコンベヤ80上で掴持するように、前後進装置52
及び上下動装置53が掴持装置51を移動させる。掴持
装置51が結束支持金具100を上から掴んだら、カッ
タ装置70が結束支持金具の連結部を切断する。図4は
この状態を示すもので図4の右半分は掴持装置51の掴
持爪61が上方から下がってきてコンベヤ80上の結束
支持金具100を掴持した状態を示し、図4の左半分は
回転カッタ71を備えたカッタ装置70の上下動装置7
3が回転カッタを72の位置に下げ、結束支持金具を切
断する。図5は掴持装置51の詳細図で結束支持金具1
00を掴持した状態を示している。掴持装置51は掴持
爪61の先端66と内側に設けられている板ばね67に
よって結束支持金具100を掴持しており、左右の掴持
爪61を結合する中部リンク64と掴持爪61の下端を
綴じる方向に作用する開閉リンク63とコイルばね6
9、掴持爪間隔調整ねじ65の調整により緩やかに結束
支持金具100を掴持している。この状態で、前後進装
置52と上下動装置53は掴持装置51を縦横シースの
交点直上へ移動させる。図5には縦シース2を仮想線で
示している。結束支持金具100はΩ字の中へこの縦シ
ースが入るように下底部103、スペーサ102の部分
が開いている。図5ではこの開きをθで示している。図
5には図示省略しているが、横シース3が縦シース2の
上に横シース保持装置40によって一時保持されてい
る。結束支持金具100の下底部103とこれに連接す
るスペーサ102は、格子状配置の縦横シースを地盤上
一定高さに保持する。この機能を全うさせるべく、本発
明装置は、台車10上に、(a)縦シース持上装置3
0、(b)横シース保持装置40、(c)シース結束装
置50を集約、載置する構成とした。
The sheath binding device 50 is a binding support metal fitting 10.
0 to grasp 0 on the conveyor 80
And the vertical movement device 53 moves the gripping device 51. When the gripping device 51 grips the binding support fitting 100 from above, the cutter device 70 cuts the connecting portion of the binding support fitting. FIG. 4 shows this state. The right half of FIG. 4 shows a state in which the gripping claw 61 of the gripping device 51 is lowered from above to grip the binding support metal fitting 100 on the conveyor 80, and the left half of FIG. Half is a vertical movement device 7 of a cutter device 70 having a rotary cutter 71.
3 lowers the rotary cutter to the position of 72 and cuts the binding support fitting. FIG. 5 is a detailed view of the gripping device 51.
The state where 00 is held is shown. The grasping device 51 grasps the bundling support metal fitting 100 by the tip 66 of the grasping claw 61 and the leaf spring 67 provided inside, and the middle part link 64 connecting the left and right grasping claws 61 and the grasping claw. Opening / closing link 63 and coil spring 6 acting in the direction of binding the lower end of 61
9. The binding support metal fitting 100 is gently gripped by adjusting the gripping claw interval adjusting screw 65. In this state, the forward / backward movement device 52 and the vertical movement device 53 move the gripping device 51 right above the intersection of the longitudinal and transverse sheaths. The vertical sheath 2 is shown in phantom in FIG. The binding support metal fitting 100 has a lower bottom portion 103 and a spacer 102 open so that the vertical sheath can be inserted into the Ω shape. In FIG. 5, this opening is indicated by θ. Although not shown in FIG. 5, the horizontal sheath 3 is temporarily held on the vertical sheath 2 by the horizontal sheath holding device 40. Connect the lower bottom 103 of the bundling support bracket 100 to this
The spacer 102 is a vertical and horizontal sheath arranged in a grid pattern on the ground.
Hold at a constant height. In order to fulfill this function,
The light device is (a) the vertical sheath lifting device 3 on the carriage 10.
0, (b) lateral sheath holding device 40, (c) sheath bundling device
The devices 50 are integrated and placed.

【0013】 図6は掴持装置51が、横シース3と縦
シース2の交差部に結束支持金具100を上から押下
げ、結束支持金具の結束部101内に横シース3と縦シ
ース2とを一体に取り込み掴持爪61が上下動装置によ
りステム62を押下げ、開閉リンク63が左右の掴持爪
61の下端66を閉めた状態を示している。結束支持金
具100の下部スペーサ部102は綴じ金具104によ
って左右が一体化している。次にステム62を上方に引
上げると、リンク63、コイルバネ69の作動により掴
持爪61の下端66は左右に開き結束支持金具を残して
上昇する。この過程でもシースに変形を生じない。
In FIG. 6, the gripping device 51 pushes down the binding support metal fitting 100 from above at the intersection of the horizontal sheath 3 and the vertical sheath 2, and the horizontal sheath 3 and the vertical sheath 2 in the binding portion 101 of the binding support metal fitting. The gripping claw 61 pushes down the stem 62 by the vertical movement device, and the opening / closing link 63 closes the lower ends 66 of the left and right gripping claws 61. The lower spacer portion 102 of the binding support metal fitting 100 is integrated on the left and right by a binding metal fitting 104. Next, when the stem 62 is pulled upward, the lower end 66 of the holding claw 61 is opened leftward and rightward by the operation of the link 63 and the coil spring 69, and the binding support metal fittings are raised. Even in this process, the sheath is not deformed.

【0014】本発明の装置は以上の動作をシーケンス制
御によって全自動運転することができる。すなわち、台
車10の横シース1ピッチ分の進行、横シースの供給位
置極め、仮保持、結束装置の結束支持金物掴持、結束位
置へ移動、結束、復帰、横シース保持装置の復帰の動作
を繰返す。このようにして全自動でPC舗装シースの結
束、位置決めを行うことができる。
The apparatus of the present invention can perform the above-mentioned operations fully automatically by sequence control. That is, the operation of advancing the trolley 10 by one pitch of the horizontal sheath, determining the supply position of the horizontal sheath, temporarily holding, grasping the binding support metal object of the binding device, moving to the binding position, binding, returning, returning the horizontal sheath holding device. Repeat. In this way, the PC pavement sheath can be bound and positioned fully automatically.

【0015】[0015]

【発明の効果】本発明方法によればPC舗装版の施工を
迅速に短工期で実施することができ、本発明の装置はこ
の方法を好適に実施することを可能とする。
According to the method of the present invention, the construction of the PC paving slab can be carried out quickly and in a short period of time, and the apparatus of the present invention enables the method to be suitably carried out.

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

【図1】実施例装置の側面図である。FIG. 1 is a side view of an example device.

【図2】実施例装置の正面図の1部である。FIG. 2 is a part of a front view of the apparatus according to the embodiment.

【図3】横シース保持装置の側面図である。FIG. 3 is a side view of a lateral sheath holding device.

【図4】シース結束装置の説明図である。FIG. 4 is an explanatory diagram of a sheath binding device.

【図5】シース掴持装置の掴持状態を示す正面図であ
る。
FIG. 5 is a front view showing a gripping state of the sheath gripping device.

【図6】シース掴持装置の締付状態を示す正面図であ
る。
FIG. 6 is a front view showing a tightened state of the sheath gripping device.

【図7】結束支持金具の斜視図である。FIG. 7 is a perspective view of a binding support fitting.

【符号の説明】[Explanation of symbols]

1 地盤 2 縦シース 3 横シース 10 台車 20 シース貯蔵庫 30 縦シース持上装置 40 横シース保持装置 50 シース結束装置 70 カッタ装置 80 コンベヤ装置 100 結束支持金具 1 Ground 2 Vertical Sheath 3 Horizontal Sheath 10 Cart 20 Sheath Storage 30 Vertical Sheath Lifting Device 40 Horizontal Sheath Holding Device 50 Sheath Bundling Device 70 Cutter Device 80 Conveyor Device 100 Bundling Support Metal Fitting

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 PC舗装版を施工すべき平面地盤を形成
し、該地盤上に長手方向に長尺の縦シースを一定間隔ご
とに並列し、該縦シースを地盤から一定の高さに持上
げ、該縦シース上に一定ピッチごとに順次横シースを供
給して保持し、該縦シースと該横シースとの交点を結束
すると同時にその地盤上の鉛直位置決めをし、地盤上一
定高さ位置に結束された縦横シースの格子状結束体を自
動的に形成し、次いでコンクリートを打設し、養生後プ
レストレスを導入することを特徴とするPC舗装版の施
工方法。
1. A flat ground on which a PC pavement slab is to be formed is formed, and long longitudinal sheaths are arranged in parallel in the longitudinal direction on the ground at regular intervals, and the vertical sheath is lifted from the ground to a constant height. , The horizontal sheath is sequentially supplied and held on the vertical sheath at a constant pitch, and the intersections of the vertical sheath and the horizontal sheath are bound together, and at the same time, the vertical positioning on the ground is performed, and the vertical sheath is positioned at a constant height position on the ground. A method of constructing a PC paving slab, which comprises automatically forming a lattice-shaped bundle of bundled vertical and horizontal sheaths, then placing concrete, and introducing prestress after curing.
【請求項2】 次の装置を備えたことを特徴とするPC
舗装版の施工装置。(a)縦シースを下から支持する2ケの溝型ローラと上
から押える1ケの溝型ローラとからなり該縦シースを地
盤上一定の高さに持上げ保持する縦シース持上装置 (b)シース供給装置から供給される横シースを把持す
る把持部と把持したシースを縦シース上に移動させて上
から抑えて保持する回動腕とからなり前記横シースを1
本ずつ前記縦シース上に供給し結束するまでその位置に
保持する横シース保持装置 (c)シース結束支持金具を掴持する一対の爪と該爪を
押し下げながら一対の爪を閉止してシース結束支持金具
をシース交点に圧着させる爪操作部と、シース結束支持
金具を受け取って前記一対の爪をシースの交点位置まで
運搬する機構とからなり前記シース結束支持金具を保持
された該縦横シースの交点に上から押し下げて結束する
シース結束装置 (d)上記縦シース持上装置、横シース保持装置及びシ
ース結束装置を備え縦シースの長手方向に横シースの1
ピッチごとに間欠移動する台車。
2. A PC comprising the following device :
Pavement plate construction equipment. (A) Two groove-type rollers that support the vertical sheath from the bottom and the top
The vertical sheath consists of a grooved roller that is pressed from
Vertical sheath lifting device for lifting and holding at a constant height on the board (b) Grasping the horizontal sheath supplied from the sheath supply device
Move the gripping part and the gripped sheath onto the vertical sheath.
It consists of a rotating arm that holds the
Feed the books one by one onto the vertical sheath and keep them in that position until they are bundled.
Lateral sheath holding device for holding (c) A pair of claws for holding the sheath bundling support fitting and the claws.
While pressing down, close the pair of claws to support the sheath binding support
Claw operation part that crimps the sheath to the sheath intersection point, and sheath bundling support
Receive the metal fittings and push the pair of claws to the intersection point of the sheath.
Holds the sheath bundling support bracket, which consists of a mechanism for carrying
It is bound by pushing down from the top to the intersection of the vertical and horizontal sheaths
Sheath binding device (d) The vertical sheath lifting device, the horizontal sheath holding device, and the sheath
Equipped with a cable tying device and a horizontal sheath in the longitudinal direction of the vertical sheath.
A dolly that moves intermittently at each pitch.
JP3210837A 1991-08-22 1991-08-22 Construction method and equipment for PC paving slab Expired - Fee Related JPH07113201B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3210837A JPH07113201B2 (en) 1991-08-22 1991-08-22 Construction method and equipment for PC paving slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3210837A JPH07113201B2 (en) 1991-08-22 1991-08-22 Construction method and equipment for PC paving slab

Publications (2)

Publication Number Publication Date
JPH0551909A JPH0551909A (en) 1993-03-02
JPH07113201B2 true JPH07113201B2 (en) 1995-12-06

Family

ID=16595934

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3210837A Expired - Fee Related JPH07113201B2 (en) 1991-08-22 1991-08-22 Construction method and equipment for PC paving slab

Country Status (1)

Country Link
JP (1) JPH07113201B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62205361A (en) * 1986-03-05 1987-09-09 Canon Inc Light-receiving member for electrophotography and its manufacturing method
CN113789919B (en) * 2021-09-28 2023-01-17 浙江交工金筑交通建设有限公司 Construction method and operation method of top longitudinal bar positioner of beam slab

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07103695B2 (en) * 1989-11-30 1995-11-08 鹿島建設株式会社 Rebar connecting device

Also Published As

Publication number Publication date
JPH0551909A (en) 1993-03-02

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