JPS5840121Y2 - Support stand for pile erection - Google Patents

Support stand for pile erection

Info

Publication number
JPS5840121Y2
JPS5840121Y2 JP1979046690U JP4669079U JPS5840121Y2 JP S5840121 Y2 JPS5840121 Y2 JP S5840121Y2 JP 1979046690 U JP1979046690 U JP 1979046690U JP 4669079 U JP4669079 U JP 4669079U JP S5840121 Y2 JPS5840121 Y2 JP S5840121Y2
Authority
JP
Japan
Prior art keywords
pile
strips
piles
jacks
support stand
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
JP1979046690U
Other languages
Japanese (ja)
Other versions
JPS55145542U (en
Inventor
武志 佐藤
政之 大河内
雄計 馬場
Original Assignee
大成建設株式会社
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 大成建設株式会社 filed Critical 大成建設株式会社
Priority to JP1979046690U priority Critical patent/JPS5840121Y2/en
Publication of JPS55145542U publication Critical patent/JPS55145542U/ja
Application granted granted Critical
Publication of JPS5840121Y2 publication Critical patent/JPS5840121Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案は、杭建込み用支持台に関し、特に、吊ビーム
を少なくとも3台の上下方向に伸縮するジヤツキで支承
するとともに、吊ビームには杭を吊るための少なくとも
3本の条体を連結して、杭を吊った吊ビームをジヤツキ
操作により姿勢制御し、これにより、条体を上下方向に
進退させて、継ぎ足しながら杭を建込むときの杭の鉛直
精度を簡単に出せるようになる。
[Detailed description of the invention] This invention relates to a support stand for pile erection, and in particular, a hanging beam is supported by at least three vertically expandable jacks, and the hanging beam has at least three The posture of the hanging beam on which the piles are suspended is controlled by connecting the strips of books, and the vertical accuracy of the piles can be easily adjusted by moving the strips up and down and erecting piles while adding piles. You will be able to submit it to

従来の杭建込み用支持台は、杭をブラケットで受け、こ
のブラケットを上下方向のジヤツキとビームとで支承す
る形式等、いずれも杭を固定的に支持する手段を採用し
ていた。
Conventional support stands for pile erection have all adopted means for fixedly supporting the piles, such as supporting the piles with brackets and supporting the brackets with vertical jacks and beams.

ところがこの手段によれば、支持が固定的であるために
、支持した状態で鉛直精度を出すためには別の横方向の
ジヤツキを設置し、これにより杭を横方向きら押す作業
や、これに伴って上下方向のジヤツキを解放し再度これ
によって支持する作業を必要とし、したがって、作業が
徒らに煩雑になるばがっでなく、精度も充分とは言えな
かった。
However, according to this method, the support is fixed, so in order to achieve vertical accuracy while supported, another horizontal jack must be installed, which requires the work of pushing the pile laterally and the work required to do so. Accordingly, it is necessary to release the vertical jack and to support it again, which not only makes the work unnecessarily complicated, but also leaves insufficient accuracy.

とりわけ、杭を継ぎ足しながら建込む場合の杭の鉛直精
度を出すのは面倒であった。
In particular, it was troublesome to obtain the vertical accuracy of the piles when building a structure by adding piles.

そこで、この考案は、従来のかかる欠点を除去するため
に提供されたものであり、その目的は、杭の鉛直精度、
特に、継ぎ足しながら杭を建込む場合の杭の鉛直精度を
簡単な作業により容易に出すことにあり、またその目的
は、鉛直精度を向上させることにあり、さらにその目的
は、構造簡単でコストの低い支持台を提供することにあ
る。
Therefore, this invention was provided to eliminate such drawbacks of the conventional method, and its purpose is to improve the vertical accuracy of piles,
In particular, the purpose is to easily improve the vertical accuracy of piles when erecting piles by adding parts, and the purpose is to improve the vertical accuracy. The purpose is to provide a low support base.

すなわち、この考案は、図示実施例の如く、上部に上か
ら継ぎ足す杭1′を保持するための櫓9を配するととも
に、中央に継ぎ足しにおいて下になる杭1を通すように
構成した吊ビーム2に、下端を前記下になる杭1に連結
してこれを吊るための少なくとも3本の条体3を、該条
体3が前記下になる杭1の周囲に配されるように連結す
るとともに、前記吊ビーム2を、夫々独立して上下方向
に伸縮する少なくとも3台のジヤツキ4により、該ジヤ
ツキ4が前記下になる杭1を囲む位置で支承したことを
特徴とする杭建込み用支持台に係る。
That is, this invention, as in the illustrated embodiment, has a suspension beam in which a turret 9 for holding the pile 1' added from above is disposed at the upper part, and a hanging beam configured to pass the pile 1 added below in the center. 2, at least three strips 3 whose lower ends are connected to the lower stake 1 for hanging it are connected so that the strips 3 are arranged around the lower stake 1; In addition, the hanging beam 2 is supported by at least three jacks 4 that extend and contract in the vertical direction independently, at positions where the jacks 4 surround the pile 1 located below. Regarding the support stand.

つぎに、この考案を図示実施例にしたがって説明する。Next, this invention will be explained according to illustrated embodiments.

平面井桁状に形鋼を組んでなる基台5に、吊ビーム2を
ジヤツキ4により支承する。
A suspension beam 2 is supported by jacks 4 on a base 5 made of shaped steel assembled in the shape of a flat parallel girder.

吊ビーム2は、この実施例においては2本の平行な形鋼
からなるが、その中央部に杭1を上下方向に向けて通す
ような構造であれば、該実施例にこだわらない。
Although the hanging beam 2 is made of two parallel steel sections in this embodiment, it is not limited to this embodiment as long as it has a structure in which the stake 1 is vertically passed through the center thereof.

ジヤツキ4は、夫々が独立して操作できるものであり、
上下方向に伸縮するように、しかも、吊ビーム2の4隅
に夫々配されて、合計4個用いられる。
Each jack 4 can be operated independently,
They are arranged to expand and contract in the vertical direction and are placed at each of the four corners of the hanging beam 2, for a total of four pieces.

吊ビーム2の4隅とは、ここでは該ビーム2を構成する
2本の形鋼の夫々両端を意味する。
The four corners of the suspension beam 2 here mean the respective ends of the two section steels that constitute the beam 2.

吊ビーム2がこの実施例のような形状でなければ、ジヤ
ツキ4は3個あれば足りる。
If the suspension beam 2 does not have the shape as in this embodiment, three jacks 4 are sufficient.

しかしながら、これは5個以上のジヤツキ4を排除する
意味ではない。
However, this does not mean that five or more jacks 4 are excluded.

基台5には、ビーム2の昇降を案内するガイドブラケッ
ト6が4対固着され、各村のガイドブラケット6の対向
面間にビーム2とジャック4とが介在する。
Four pairs of guide brackets 6 for guiding the elevation of the beam 2 are fixed to the base 5, and the beam 2 and the jack 4 are interposed between the opposing surfaces of the guide brackets 6 of each village.

吊ビーム2には、下端部を杭1に連結してこれを吊るた
めの4本の条体3が連結される。
Four strips 3 are connected to the suspension beam 2, the lower ends of which are connected to the pile 1 for hanging.

条体3はワイヤロープからなり、その4本が杭1を囲む
ように杭1の周囲に配される。
The strip 3 is made of wire rope, and four of the strips 3 are arranged around the pile 1 so as to surround the pile 1.

条体3は、ここでは4本用いたが最低3本あれば足りる
Although four strips 3 are used here, at least three strips are sufficient.

また5本以上でもよいが、例えば、10本のように多数
になると作業が煩雑になるため好適ではない。
Further, it may be five or more, but a large number, such as 10, would complicate the work and is therefore not suitable.

杭1には、予め吊ブラケット7を固着しておき、条体3
下端に固着した金具8を吊ブラケット7にピン結合して
、条体3と杭1とを連結する。
A hanging bracket 7 is fixed to the pile 1 in advance, and the strip 3
A metal fitting 8 fixed to the lower end is connected with a pin to the hanging bracket 7 to connect the strip 3 and the stake 1.

4本の条体3は、上方に向けて相互間が拡開する如く配
され、該条体3の向きと同方向に吊ブラケット7が傾斜
して杭1に固着される。
The four strips 3 are arranged so that the distance between them widens upward, and the hanging bracket 7 is fixed to the pile 1 with an inclination in the same direction as the strips 3.

9は、杭1を建込むための櫓であり、この考案になる杭
建込み用支持台がその下部に配される。
Reference numeral 9 denotes a tower for erecting the pile 1, and a support base for erecting the pile according to this invention is arranged at the bottom of the turret.

そして、杭建込み用支持台が下方の杭1をその上部にお
いて支持し吊下するに対して、櫓9は該下方の杭1に連
続する上方の杭1′を支持する。
While the pile erecting support supports and suspends the lower pile 1 from its upper part, the turret 9 supports the upper pile 1' which is continuous with the lower pile 1.

また、10は、杭1を建込むための掘削穴である。Moreover, 10 is an excavated hole for erecting the pile 1.

而して、条体3により吊下された杭1は、適宜ジヤツキ
4を操作することにより吊ビーム2の一部を上下動させ
、以って、4本の条体3のうちの一部を上下動させるこ
とにより、その傾斜を修正して鉛直精度を出す。
Thus, the pile 1 suspended by the strips 3 moves a part of the suspension beam 2 up and down by operating the jack 4 as appropriate, so that some of the four strips 3 are moved up and down. By moving up and down, the inclination is corrected and vertical accuracy is achieved.

したがって、これによれば、杭1の鉛直精度は、ジヤツ
キ4の一部を操作するだけで極めて簡単に出せる。
Therefore, according to this, the vertical accuracy of the pile 1 can be achieved extremely easily by only operating a part of the jack 4.

そして、上方の杭1′を下方の杭1に継ぎ足したときは
、上方の杭1′を吊っているクレーンまたはウィンチ等
により上方の杭1′を僅かに吊り上げて下方の杭1も同
時に吊り上げ、以って、条体3の緊張を解いて下方の杭
1から条体3を外せばよい。
When the upper pile 1' is added to the lower pile 1, the upper pile 1' is slightly lifted by a crane or winch that is lifting the upper pile 1', and the lower pile 1 is also lifted at the same time. Therefore, it is only necessary to release the tension on the strip 3 and remove the strip 3 from the pile 1 below.

ついで、両方の杭1,1′を掘削穴10内にそのまま吊
り降して、下方の杭1′を前記と同様に条体3に連結す
れば、自動的に鉛直精度は確保される。
Next, both piles 1 and 1' are suspended into the excavated hole 10, and the lower pile 1' is connected to the strip 3 in the same manner as described above, thereby automatically ensuring vertical accuracy.

このとき、上方の杭1′の重心がズしていることが原因
して、連続した両統1,1が傾斜した場合には、前記両
様にジヤツキ操作のみで鉛直精度を出せばよい。
At this time, if the continuous two-way joints 1, 1 are tilted due to the center of gravity of the upper pile 1' being shifted, vertical accuracy can be achieved only by the above-mentioned jacking operation.

したがって、この考案によれば、従来のような、精度よ
く杭を支持しているジヤツキを開放してから、上方の継
ぎ足した杭とともに吊り降し、再度これをジヤツキで支
持し、さらにその鉛直精度を出すという煩雑な操作の必
要がないから、簡単な操作により高い鉛直精度を出すこ
とができる。
Therefore, according to this invention, the jacks that support the piles with high precision, as in the past, are released, and then the piles are suspended together with the added piles above, which are then supported again by the jacks, and the vertical accuracy is further improved. Since there is no need for the complicated operation of estimating the height, high vertical accuracy can be achieved with a simple operation.

しかも、水平方向を向いたジヤツキが不要になる等、構
造も極めて簡単であるから、コストが低く、且つ移動等
の取扱いに便利である。
Moreover, since the structure is extremely simple, such as eliminating the need for horizontal jacks, the cost is low and it is convenient to move and handle.

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

図面はこの考案の一実施例を示すものであり、第1図は
正面図、第2図は側面図、第3図は第2図の平面図であ
る。 なお、図中 1,1′は杭、2は吊ビーム、3は条体、
4はジヤツキである。
The drawings show one embodiment of this invention, and FIG. 1 is a front view, FIG. 2 is a side view, and FIG. 3 is a plan view of FIG. 2. In addition, in the figure, 1 and 1' are piles, 2 is a suspension beam, 3 is a strip,
4 is jealous.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 上部に上から継ぎ足す杭を保持するための櫓を配すると
ともに、中央に継ぎ足しにおいて下になる杭を通すよう
に構成した吊ビームに、下端を前記下になる杭に連結し
てこれを吊るための少なくとも3本の条体を、該条体が
前記下になる杭の周囲に配されるように連結するととも
に、前記吊ビームを、夫々独立して上下方向に伸縮する
少なくとも3台のジヤツキにより、該ジヤツキが前記下
になる杭を囲む位置で支承したことを特徴とする杭建込
み用支持台。
A turret is placed at the top to hold the pile added from above, and the lower end is connected to the lower pile and suspended from a hanging beam configured to pass the lower pile in the center. At least three strips are connected so that the strips are arranged around the lower pile, and at least three jacks are arranged to extend and contract the hanging beam independently in the vertical direction. A support stand for pile erection, characterized in that the jack is supported at a position surrounding the lower pile.
JP1979046690U 1979-04-09 1979-04-09 Support stand for pile erection Expired JPS5840121Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1979046690U JPS5840121Y2 (en) 1979-04-09 1979-04-09 Support stand for pile erection

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1979046690U JPS5840121Y2 (en) 1979-04-09 1979-04-09 Support stand for pile erection

Publications (2)

Publication Number Publication Date
JPS55145542U JPS55145542U (en) 1980-10-18
JPS5840121Y2 true JPS5840121Y2 (en) 1983-09-09

Family

ID=28927273

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1979046690U Expired JPS5840121Y2 (en) 1979-04-09 1979-04-09 Support stand for pile erection

Country Status (1)

Country Link
JP (1) JPS5840121Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013019131A (en) * 2011-07-08 2013-01-31 Japan Pile Corp Pile holding apparatus

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITMI20091166A1 (en) * 2009-07-01 2011-01-02 Csp Prefabbricati S P A APPARATUS FOR THE VERTICAL POSITIONING OF PILLARS IN "TOP-DOWN" UNDERGROUND BUILDINGS

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52151209A (en) * 1976-06-11 1977-12-15 Kajima Corp Method of and apparatus for locating columnnlike member
JPS549510B2 (en) * 1971-09-18 1979-04-25

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS569717Y2 (en) * 1977-06-23 1981-03-04

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS549510B2 (en) * 1971-09-18 1979-04-25
JPS52151209A (en) * 1976-06-11 1977-12-15 Kajima Corp Method of and apparatus for locating columnnlike member

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013019131A (en) * 2011-07-08 2013-01-31 Japan Pile Corp Pile holding apparatus

Also Published As

Publication number Publication date
JPS55145542U (en) 1980-10-18

Similar Documents

Publication Publication Date Title
US2717801A (en) Lifting apparatus for construction materials
CN101103161A (en) Apparatus for use in the construction of buildings
US4177915A (en) Method for manufacturing large tanks
CN109335949A (en) The method of scale beam type counter-jib suspender and its hoisting steel beam component
CN109898871A (en) Inclined in two-way steel column mounting and positioning device and localization method
CN212957538U (en) Roof flower frame beam and outer wall decoration construction movable operation platform
JPS5840121Y2 (en) Support stand for pile erection
JPH09142614A (en) Storing and transferring device
CN215978530U (en) Steel beam sliding installation device
JPH10195826A (en) Bridge construction method and device thereof
JP2539150B2 (en) Bridge erection equipment
CN210616901U (en) Precast beam prestressing force stretch-draw platform
JPH05263531A (en) Automatic construction method and lifting-up device of structure
JPH092780A (en) Jib-type traveling crane provided with jack up device
CN217128907U (en) Scaffold frame for building engineering construction convenient to material loading
CN215287740U (en) Self-made portal frame device for hoisting ladle cover
US3880293A (en) Apparatus for lifting and lateral shifting of heavy constructions
CN209975990U (en) Scaffold convenient to set up and encorbelment that road engineering construction used
JPH0648683A (en) Tower crane
CN213389729U (en) Steel box arch rib segment splicing pedestal
CN210684495U (en) Supporting and positioning combined tool for hoisting and mounting bridge support
JPH0237204Y2 (en)
JPH04115883U (en) Climbing crane lower support
JP3185533B2 (en) Positioning device for rack construction
JPS5955963A (en) Method and apparatus for raising power transmission tower