JPH0376367B2 - - Google Patents

Info

Publication number
JPH0376367B2
JPH0376367B2 JP27960986A JP27960986A JPH0376367B2 JP H0376367 B2 JPH0376367 B2 JP H0376367B2 JP 27960986 A JP27960986 A JP 27960986A JP 27960986 A JP27960986 A JP 27960986A JP H0376367 B2 JPH0376367 B2 JP H0376367B2
Authority
JP
Japan
Prior art keywords
rail
support means
construction
traveler
sliding member
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
Application number
JP27960986A
Other languages
Japanese (ja)
Other versions
JPS63134703A (en
Inventor
Yoshihiko Ito
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.)
KAWATA KENSETSU KK
Original Assignee
KAWATA KENSETSU KK
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 KAWATA KENSETSU KK filed Critical KAWATA KENSETSU KK
Priority to JP27960986A priority Critical patent/JPS63134703A/en
Publication of JPS63134703A publication Critical patent/JPS63134703A/en
Publication of JPH0376367B2 publication Critical patent/JPH0376367B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、橋梁などの高架構造物を片持梁張
出し工法により構築する際に使用される移動構築
装置の改良に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to an improvement in a mobile construction device used when constructing elevated structures such as bridges by the cantilever beam construction method.

〔従来技術〕[Prior art]

従来より、橋梁などの高架構造物を構築する際
には片持梁張出し工法が広範に採用されている。
Conventionally, the cantilever beam construction method has been widely adopted when constructing elevated structures such as bridges.

この片持梁張出し工法は、敷替え自在な一対の
レールとこのレールに前後の車輪を介して移動自
在に配置される構築機構と移動手段とを具えた移
動構築装置を柱頭上に設置し、前記構築機構によ
つて支保工や型枠を吊り下げ支持するとともに型
枠内にコンクリートを打設してプレストレスを付
与した先端ブロツクを延設し、ついで構築機構を
ジヤキアツプして延設された先端ブロツク上にレ
ールを敷替えして移設したレール部分に構築機構
を推進移動したのち次の先端ブロツクを形成し、
以後前述と同様の手順で先端ブロツクにさらに次
の先端ブロツクを順次延設することにより高架構
造物を構築するものである。
This cantilever beam construction method involves installing a mobile construction device on top of the column, which is equipped with a pair of removable rails, a construction mechanism and a moving means that are movably arranged on these rails via front and rear wheels. The construction mechanism suspends and supports the shoring and formwork, and the tip block, which is prestressed by pouring concrete into the formwork, is extended, and then the construction mechanism is jacked up to extend the construction. After replacing the rail on top of the tip block and moving the construction mechanism to the relocated rail section, the next tip block is formed.
Thereafter, the elevated structure is constructed by sequentially extending the next tip block to the tip block in the same manner as described above.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

ところで、前述の移動構築装置により、例え
ば、第5図に示すような平面湾曲状の高架構造物
αを構築する場合、第先端ブロツクの延設後第
先端ブロツクを施工するに際しては、構築機構
1の各レールの軸線がA線上にあるものとすると
レール3,3を延設した第先端ブロツク上に敷
替えをして構築機構1の後部分を該レールに沿つ
て第Iブロツクから第先端ブロツク上に移動す
るが、各レール3,3は1本レールのため前部支
点C(前車輪)と後部支点D(後車輪)の延長線
上、すなわち、前記A線上にしか敷設できないこ
とになる。
By the way, when constructing, for example, a plane curved elevated structure α as shown in FIG. 5 using the above-mentioned mobile construction device, the construction mechanism 1 Assuming that the axis of each rail is on line A, the rails 3 and 3 are replaced on the extended first end block, and the rear part of the construction mechanism 1 is moved from the I block to the first end block along the rail. However, since each rail 3, 3 is a single rail, it can only be laid on the extension line of the front fulcrum C (front wheel) and the rear fulcrum D (rear wheel), that is, on the line A.

このため構築機構の移動後に構築機構を調整し
直す必要があり、従つて、横方向の調整量も比較
的大きくその調整作業も面倒であつた。そこで、
これを軽減する手段として1本レールを平面曲線
に近似的に折り曲げているが、この場合は、平面
曲線が変化したりあるいはS字曲線の構造物には
対応できない等の問題点を有していた。
For this reason, it is necessary to readjust the construction mechanism after the construction mechanism is moved, and therefore, the amount of adjustment in the lateral direction is relatively large, and the adjustment work is also troublesome. Therefore,
As a means to alleviate this, one rail is bent approximately into a planar curve, but in this case, there are problems such as the planar curve changes or it cannot be applied to structures with S-curves. Ta.

〔問題点を解決手段〕[Means to solve problems]

そこで、この発明では前述の問題点を解決する
ために、前述の移動構築装置における各レールを
前部支持手段用レールと後部支持手段用レールと
に分割し、構築機構に前部支持手段を滑動部材で
形成するとともに後部支持手段を車輪で形成し、
構築機構を移動する際分割レールと各支持手段と
の関係により横方向に対する調整作業の省略化な
いしは簡便化を図ろうとするものである。
Therefore, in this invention, in order to solve the above-mentioned problems, each rail in the above-mentioned mobile construction device is divided into a rail for the front support means and a rail for the rear support means, and the front support means is slid on the construction mechanism. the rear support means is formed by wheels;
The purpose is to omit or simplify the adjustment work in the lateral direction when moving the construction mechanism by adjusting the relationship between the divided rails and each support means.

この場合、滑動部材としてはテフロン樹脂を使
用するのが好適である。
In this case, it is preferable to use Teflon resin as the sliding member.

〔作用〕[Effect]

この発明に係る移動構築装置では、構築機構の
前部滑動部材を前部支持手段用レール上にまた後
部車輪を後部支持手段用レールに夫々配置し、前
部支持手段用レールと後部支持手段用レールとを
別個に移動敷設してこれらの前後の支持用レール
と滑動部材および車輪により広範な平面曲線ある
いはS字曲線を含む平面湾曲線状の高架構造物を
構築する際にも横方向の調整作業の省略化ないし
は容易化を行えるようにしたものである。
In the movable construction device according to the present invention, the front sliding member of the construction mechanism is arranged on the front support means rail, and the rear wheel is arranged on the rear support means rail, and the front sliding member and the rear wheel are respectively disposed on the front support means rail and the rear support means rail. Lateral adjustment is also possible when constructing an elevated structure with a planar curved line, including a wide range of planar curves or S-curves, by moving and laying rails separately and using these front and rear support rails, sliding members, and wheels. It is designed to simplify or simplify the work.

〔実施例〕〔Example〕

次に、本発明に係る移動構築装置の好適な実施
例につき添付図面を参照しながら以下詳細に説明
する。
Next, preferred embodiments of the mobile construction device according to the present invention will be described in detail below with reference to the accompanying drawings.

第1図〜第3図において、本発明に係る移動構
築装置10は、トラスで形成した構築機構(以下
単にトラベラーという)12を、例えば、テフロ
ン樹脂を素材とする滑動部材14および車輪16
とからなる支持手段18を介して一対のレール2
0,20上に配設し、このトラベラー12を推進
ジヤツキ装置22で逐次移動させて構造物を構築
するものであり、各レール20の滑動部材14を
支持する前部レール24と車輪16を保持する後
部レール26とに夫々分割してトラベラーを移動
する際分割されたレール24,26と支持手段1
8との関係により横方向に対する調整作業の省略
化ないしは簡便化を達成し得るように構成されて
いる。
1 to 3, a mobile construction device 10 according to the present invention includes a construction mechanism (hereinafter simply referred to as a traveler) 12 formed of a truss, a sliding member 14 made of Teflon resin, and wheels 16.
A pair of rails 2 via a support means 18 consisting of
0, 20, and the structure is constructed by sequentially moving this traveler 12 with a propulsion jack device 22, and holds the front rail 24 and wheels 16 that support the sliding member 14 of each rail 20. When moving the traveler, the divided rails 24, 26 and the support means 1 are divided into a rear rail 26 and a rear rail 26.
8, it is configured such that adjustment work in the lateral direction can be omitted or simplified.

トラベラー12は、滑動部材14および車輪1
6を配置したトラスの下弦部材28の所定箇所に
反力受けとしての油圧ジヤツキ装置30,32を
配設するとともに上弦部材34に型枠支保工36
を吊下げ支持するよう構成されている。
The traveler 12 includes a sliding member 14 and wheels 1
Hydraulic jacking devices 30 and 32 as reaction force receivers are provided at predetermined locations on the lower chord member 28 of the truss in which the truss 6 is arranged, and formwork supports 36 are provided on the upper chord member 34.
It is configured to suspend and support.

また、推進ジヤツキ装置22は、下弦部材28
の滑動部材取付部38に設置した分離型の、例え
ば、センターホールジヤツキからなり、このセン
ターホールジヤツキ22を前部レール24の両端
部に立設される支持部材40,40に架設した総
ネジ鋼棒42に挿着してトラベラー12を推進さ
せる。なお、滑動部材14の側部内側には滑動部
材14の前部レール24に対するガイド部材44
を所定の間隙を介して配置する(第2a図および
第2b図参照)。
Further, the propulsion jack device 22 includes a lower string member 28
It consists of a separate type, for example, a center hole jack installed on the sliding member mounting portion 38 of It is inserted into a threaded steel rod 42 to propel the traveler 12. Note that a guide member 44 for the front rail 24 of the sliding member 14 is provided on the inner side of the sliding member 14.
are arranged with a predetermined gap in between (see FIGS. 2a and 2b).

一方、後部支持手段としての車輪16は、I型
断面の後部レール26に対し所定の間隙を介して
挟みこむようにした一対の車輪16a,16bで
形成してトラベラー12の軸線方向と後部レール
26の敷設方向とが異なる場合でも該トラベラー
12を円滑に移動させ得るように構成されてい
る。また、トラベラー12の移動が円滑に行えな
いほど各軸線方向が相違する場合は、所定形状の
偏倚孔を開設した横方向調整プレート46を、車
輪取付部48における下弦部材28と横架材50
との間の介挿してトラベラー12の移動の円滑化
を図るのが好ましい(第3a図および第3b図参
照)。
On the other hand, the wheels 16 as rear support means are formed by a pair of wheels 16a and 16b which are sandwiched between a rear rail 26 having an I-shaped cross section with a predetermined gap between them. The structure is such that the traveler 12 can be smoothly moved even when the laying direction is different. In addition, if the directions of the respective axes are so different that the traveler 12 cannot move smoothly, the lateral adjustment plate 46 with biased holes of a predetermined shape is inserted between the lower chord member 28 at the wheel mounting portion 48 and the horizontal member 50.
It is preferable to facilitate the movement of the traveler 12 by interposing the traveler 12 between the traveler 12 and the traveler 12 (see FIGS. 3a and 3b).

さらにトラベラー12の移動の円滑化を図る代
案としては、前述の滑動部材14および前記車輪
16をトラベラー12に対してピボツトを介して
取着することもできることは勿論である。
It goes without saying that as an alternative for smoother movement of the traveler 12, the aforementioned sliding member 14 and the wheels 16 can be attached to the traveler 12 via a pivot.

なお、第3b図において、参照符号52は、後
部レール26に対する車輪16の横方向の微調整
を行う横送り装置である。
In addition, in FIG. 3b, reference numeral 52 is a lateral feed device that performs fine adjustment of the wheel 16 in the lateral direction with respect to the rear rail 26.

次に、このように構成される本発明に係る移動
構築装置10を使用して、例えば、第4図に示す
ような平面湾曲状の高架構造物βを構築する場合
につき説明する。
Next, a case will be described in which, for example, a planar curved elevated structure β as shown in FIG. 4 is constructed using the mobile construction device 10 according to the present invention configured as described above.

すなわち、第先端ブロツクの構築時において
トラベラー12の軸線はB線上にあり、前部レー
ル24は第1先端ブロツクのA線上にまた後部レ
ール26はD線上にある。そして第先端ブロツ
クの延設終了後に第先端ブロツクを施工するに
際しては、まず、ジヤツキ装置30,32でトラ
ベラー12をジヤツキアツプして前部レール24
を延設された第先端ブロツクのB線上に敷替え
するとともに後部レール26を第IブロツクのE
線上に敷替えし、トラベラー12をジヤツキダウ
ンした後センターホールジヤツキ22を駆動して
トラベラー12を所定距離移動させればこのトラ
ベラー12の軸線は自ずとC線上に整合され、横
方向の調整を行うことなく第先端ブロツクの施
工を行うことができる。なお、この際、前部レー
ル24と後部レール26の敷設誤差により若干の
調整が必要な場合は、前方支持手段としての滑動
部材14を前部レール24上だ横移動させるとと
もに横送り装置52を操作して後部レール26に
対する車輪16の調整を行えばよい。
That is, when the first tip block is constructed, the axis of the traveler 12 is on the B line, the front rail 24 is on the A line of the first tip block, and the rear rail 26 is on the D line. When constructing the first end block after the extension of the first end block is completed, first, the traveler 12 is jacked up using the jacking devices 30 and 32, and the front rail 2
The rear rail 26 is placed on the B line of the extended end block, and the rear rail 26 is placed on the E line of the I block.
If the traveler 12 is repositioned on the line and the traveler 12 is jacked down, the center hole jack 22 is driven to move the traveler 12 a predetermined distance, the axis of the traveler 12 is automatically aligned on the C line, and lateral adjustment can be performed. The construction of the first tip block can be carried out without any problems. At this time, if a slight adjustment is required due to the installation error between the front rail 24 and the rear rail 26, the sliding member 14 serving as the front support means is moved laterally on the front rail 24, and the traversing device 52 is moved. The wheel 16 may be adjusted with respect to the rear rail 26 by operation.

また、トラベラー12の軸線方向と後部レール
26の敷設方向とが大きく異なる場合は、下弦部
材28と横架部材50との間に介挿した調整プレ
ート46で予め横方向の調整を行つておく。
Further, if the axial direction of the traveler 12 and the installation direction of the rear rail 26 are significantly different, lateral adjustment is performed in advance using an adjustment plate 46 inserted between the lower chord member 28 and the horizontal member 50.

なお、本発明は前述の実施例のみに限定される
ものではなく、本発明の精神を逸脱しない範囲内
において種々の設計変更をなし得ることは言うま
でもない。
It goes without saying that the present invention is not limited to the above-described embodiments, and that various design changes can be made without departing from the spirit of the present invention.

〔効果〕〔effect〕

先に述べたように、本発明に係る移動構築装置
によれば、各レールと前部レールと後部レールと
に分割するとともに構築機構の支持手段を滑動部
材および車輪で形成し、分割されたレールを別々
に敷設することにより、車輪および滑動部材を構
築機構の移動方向に整合し得るようにしたので、
広範な平面湾曲状の高架構造物の構築に際しても
レールの形状を変えることなく対応することがで
きるだけでなく構築機構の横方向の調整の省略化
ないしは簡便化も図ることができる等種々の利点
を有する。
As described above, according to the mobile construction device according to the present invention, each rail is divided into a front rail and a rear rail, and the support means of the construction mechanism is formed by a sliding member and a wheel, and the divided rails are divided into a front rail and a rear rail. By laying them separately, the wheels and sliding members could be aligned in the direction of movement of the construction mechanism, so that
It not only allows the construction of elevated structures with a wide range of curved plane shapes without changing the shape of the rails, but also offers various advantages such as the ability to omit or simplify the lateral adjustment of the construction mechanism. have

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

第1図は本発明に係る移動構築装置とこの移動
構築装置により構築される高架構造物との関係を
示す説明図、第2a図はトラベラーの滑動部材お
よび推進ジヤツキ装置と前部レールの関係を示す
要部説明図、第2b図は第2a図の側面説明図、
第3a図はトラベラーの車輪と後部レールの関係
を示す要部側面説明図、第3b図は第3a図の側
面説明図、第4図は本発明に係る移動構築装置に
より平面湾曲状の高架構造物を構築する場合の平
面説明図、第5図は従来の移動構築装置により平
面湾曲状の高架構造物を構築する場合の平面説明
図である。 10……移動構築装置、12……トラベラー、
14……滑動部材、16……車輪、18……支持
手段、20……レール、22……ジヤツキ装置、
24……前部レール、26……後部レール、28
……下弦部材、30……ジヤツキ装置、32……
ジヤツキ装置、34……上弦部材、36……型枠
支保工、38……滑動部材取付部、40……支持
部材、42……総ネジ鋼棒、44……ガイド部
材、46……調整プレート、48……車輪取付
部、50……横送り装置。
Fig. 1 is an explanatory diagram showing the relationship between the mobile construction device according to the present invention and the elevated structure constructed by this mobile construction device, and Fig. 2a shows the relationship between the sliding member and propulsion jack device of the traveler and the front rail. Fig. 2b is a side explanatory view of Fig. 2a,
Fig. 3a is a side explanatory view of the main part showing the relationship between the wheels and rear rail of the traveler, Fig. 3b is a side explanatory view of Fig. 3a, and Fig. 4 is a planar curved elevated elevated structure created by the mobile construction device according to the present invention. FIG. 5 is an explanatory plan view when constructing an object. FIG. 5 is an explanatory plan view when constructing an elevated structure having a curved plane shape using a conventional moving construction device. 10... Mobile construction device, 12... Traveler,
14... Sliding member, 16... Wheel, 18... Supporting means, 20... Rail, 22... Jacking device,
24...Front rail, 26...Rear rail, 28
... Lower string member, 30 ... Jacking device, 32 ...
Jacking device, 34...Top string member, 36...Form support, 38...Sliding member mounting portion, 40...Support member, 42...Fully threaded steel bar, 44...Guide member, 46...Adjustment plate , 48...Wheel attachment part, 50...Transverse feed device.

Claims (1)

【特許請求の範囲】 1 柱頭上に敷替え自在に配設される一対のレー
ル上に前後の支持手段を介して構築機構を配設
し、この構築機構を移動手段により逐次移動させ
て高架構造物を構築する移動構築装置において、
各レールを前部支持手段用レールと後部支持手段
用レールとに分割し、構築機構の前部支持手段を
滑動部材で形成するとともに後部支持手段を車輪
で形成することを特徴とする高架構造物の移動構
築装置。 2 滑動部材としてテフロン樹脂を使用すること
からなる特許請求の範囲第1項記載の高架構造物
の移動構築装置。
[Scope of Claims] 1. A construction mechanism is disposed on a pair of rails that are removably disposed above the column head via front and rear support means, and this construction mechanism is sequentially moved by a moving means to construct an elevated structure. In a mobile construction device that constructs things,
An elevated structure characterized in that each rail is divided into a rail for front support means and a rail for rear support means, and the front support means of the construction mechanism is formed by a sliding member, and the rear support means is formed by wheels. mobile construction equipment. 2. The apparatus for moving and constructing an elevated structure according to claim 1, which uses Teflon resin as the sliding member.
JP27960986A 1986-11-26 1986-11-26 Moving construction apparatus of high structure Granted JPS63134703A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27960986A JPS63134703A (en) 1986-11-26 1986-11-26 Moving construction apparatus of high structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27960986A JPS63134703A (en) 1986-11-26 1986-11-26 Moving construction apparatus of high structure

Publications (2)

Publication Number Publication Date
JPS63134703A JPS63134703A (en) 1988-06-07
JPH0376367B2 true JPH0376367B2 (en) 1991-12-05

Family

ID=17613368

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27960986A Granted JPS63134703A (en) 1986-11-26 1986-11-26 Moving construction apparatus of high structure

Country Status (1)

Country Link
JP (1) JPS63134703A (en)

Also Published As

Publication number Publication date
JPS63134703A (en) 1988-06-07

Similar Documents

Publication Publication Date Title
JP5056608B2 (en) Retraction removal method and retraction device for mobile work vehicle for cantilever installation
KR101582611B1 (en) Slab gap adjustment apparatus with longitudinal moving and bridge construction method therewith
JP2825309B2 (en) Self-propelled track compaction, lifting and positioning machine with pivoting compaction device
JP2014145231A (en) Girder suspension structure
JP2006077521A (en) Bridge constructing apparatus
JPH0254002A (en) Method and device for adjusting and fixing functional surface of travelling path of electromagnetic levitation car
JP4329535B2 (en) Mobile work vehicle for overhanging slabs
JP2017150240A (en) Movable work vehicle and construction method of structure
JP2750666B2 (en) Movable formwork for precast concrete members
JPH0376367B2 (en)
JPH03275803A (en) Moving construction device for high level structure
GB1509440A (en) Movable formwork for building of bridge structures
KR101022323B1 (en) mold apparatus for forming concrete girder of bridge
JPH0354168Y2 (en)
JPS58523B2 (en) The most important thing is the most important thing.
JPH1121822A (en) Overhang erecting device
JP2879248B2 (en) Traveling formwork support
JPH0372165A (en) Lifting fixture
CN221523313U (en) Pier stud steel reinforcement cage adjusting device
CN213709209U (en) Transverse guide mechanism for mounting prefabricated bent cap
CN210916836U (en) GRTSIII type ballastless track bed plate beam-end height difference control device
JPS61113909A (en) Apparatus for constructing high structure
SU609715A1 (en) Stand for assembling bridge cranes
JPS5829388B2 (en) Approach work equipment for railroad tracks, etc.
JPH0913328A (en) Transfer method and device of extensible working vehicle

Legal Events

Date Code Title Description
EXPY Cancellation because of completion of term