JPS62202120A - Removal of aperture between pile and waling member - Google Patents

Removal of aperture between pile and waling member

Info

Publication number
JPS62202120A
JPS62202120A JP4426386A JP4426386A JPS62202120A JP S62202120 A JPS62202120 A JP S62202120A JP 4426386 A JP4426386 A JP 4426386A JP 4426386 A JP4426386 A JP 4426386A JP S62202120 A JPS62202120 A JP S62202120A
Authority
JP
Japan
Prior art keywords
pile
formwork
concrete
pile body
gap
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
JP4426386A
Other languages
Japanese (ja)
Inventor
Yoshio Amada
尼田 由男
Kanji Hayashi
寛治 林
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.)
Tokyu Construction Co Ltd
Original Assignee
Tokyu Construction Co 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 Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP4426386A priority Critical patent/JPS62202120A/en
Publication of JPS62202120A publication Critical patent/JPS62202120A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To easily remove the aperture between a pile and a waling member by a method in which a netted formwork is inserted and fixed in the space between the pile and the waling member and concrete is placed into the netted formwork. CONSTITUTION:A waling member 7 is set horizontally between piles 6 driven into the ground and they are connected by welding. A U-shaped netted formwork 1 is inserted into the space between the pile 6 and the waling member 7 and a hook 15 is coupled with the flange of of the waling member 7. Concrete 3 is then placed into the space formed by the formwork 1, the pile 6, and waling member 7. The aperture to be produced between the piles 6 and the waling member 7 can thus be easily removed.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は、杭体と腹起材との間の間隙の解消方法に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a method for eliminating the gap between a pile body and an upholstery.

〈従来の技術〉 例えば山留工法を採用する場合、地中に打設したH型鋼
等からなる各杭体上に、剛性の腹起材を横方向に配置し
て各杭体め一体化を図った支保工が使用される。
<Conventional technology> For example, when employing the pile construction method, rigid uprights are placed horizontally on each pile body made of H-shaped steel etc. driven into the ground, and each pile body is integrated. The planned shoring will be used.

ところで、杭体が曲がって圧入され易い関係から各杭体
の前面を同一平面上に揃えて打設することは非常に困難
である。
By the way, it is very difficult to drive the piles with their front surfaces aligned on the same plane because the piles tend to be bent and press-fitted.

従って、各杭体の前面と腹起材との間の距離がまちまち
となることが多い。
Therefore, the distance between the front surface of each pile body and the upright timber often varies.

杭体と腹起材との間に発生した間隙をそのまま放置する
と、杭体が土庄を受けて傾倒して種々の問題が発生する
If the gap between the pile body and the upholstery material is left as it is, the pile body will receive the soil and tilt, causing various problems.

そのため従来では、杭体と腹起材との間に発生する間隙
内に次のようなパツキン材を介在して間隙の解消を図っ
ている。
Therefore, in the past, the following packing material was interposed in the gap between the pile body and the upright material to eliminate the gap.

くイ〉杭体と腹起材との間に配置した可撓性の袋体の中
に、コンクリートを充填してなるパツキン材。
Kui> Packing material made by filling concrete into a flexible bag placed between the pile body and the upholstery.

く口〉杭体と腹起材との間に忰組みした紙製の型枠内に
、コンクリートを打設して形成するパツキン材。
〉A concrete material that is formed by pouring concrete into a paper formwork that is assembled between the pile body and the upholstery material.

く本発明が解決しようとする問題点〉 前述した間隙の解消方法には次のような問題が存在する
Problems to be Solved by the Present Invention> The above-described method for eliminating the gap has the following problems.

(イ)可撓性の袋体や紙製型枠のセットや撤去に多くの
手数と時間がかかり、施工性が悪い。
(b) It takes a lot of time and effort to set up and remove the flexible bag and paper formwork, and the workability is poor.

(ロ)コンクリートは硬化時に乾燥収縮をするため、い
ずれの方法も受金具を取り付ける等の落下防止工を必要
とする。
(b) Since concrete undergoes drying shrinkage when it hardens, both methods require measures to prevent falls, such as installing metal fittings.

そのため、落下防止工のコストが高くつくうえに手数が
かかる。
As a result, fall prevention work is expensive and time-consuming.

(ハ)パツキン材の落下防止工が不十分であると、パツ
キン材が落下する不安があり大変危険である。
(c) If there is insufficient work to prevent the packing material from falling, there is a risk that the packing material will fall, which is very dangerous.

(ニ)可撓性の袋体の場合、コンクリートを充填すると
袋体の周面が丸みを帯びるので、袋体と腹起材との間あ
るいは袋体と杭体との間の接触面精を十分に確保できな
い。
(d) In the case of flexible bags, the circumferential surface of the bag becomes rounded when filled with concrete, so the contact surface between the bag and the upholstery or between the bag and the piles should be carefully maintained. cannot be secured.

従って、杭体または腹起材との接触面積の信頼度が低い
Therefore, the reliability of the contact area with the pile body or uphill material is low.

(ホ)可撓性の袋体や紙製の型枠にしろ、コンクリート
を打設すると側方に膨張したりして統一性をもった特定
の形状を維持できない。
(E) When concrete is poured, whether it is a flexible bag or paper formwork, it expands laterally and cannot maintain a specific, consistent shape.

そのため、美観が損なわれる。As a result, the aesthetic appearance is impaired.

く本発明の目的〉 本発明は以上のような問題点を解決するためになされた
もので、次のような杭体と腹起材との間の間隙の解消方
法を提供することを目的とする。
Purpose of the present invention The present invention was made to solve the above-mentioned problems, and its purpose is to provide the following method for eliminating the gap between the pile body and the upright material. .

(イ)パツキン材の落下防止工を不要として、その着脱
が容易な、杭体と腹起材との間の間隙の解消方法。
(a) A method for eliminating the gap between the pile body and the pile material, which makes it easy to install and remove the pile material without requiring any work to prevent the pile material from falling.

(ロ)パツキン材の落下を確実に防止して、安全性の高
い、杭体と腹起材との間の間隙の解消方法。
(b) A highly safe method of eliminating the gap between the pile body and the uphill timber by reliably preventing the fall of the pile material.

(ハ)パツキン材との受圧面積を十分に確保できる、杭
体と腹起材との間の間隙の解消方法。
(c) A method for eliminating the gap between the pile body and the pile material, which can ensure a sufficient pressure receiving area with the pile material.

(ニ)美観に優れる、杭体と腹起材との間の間隙の解消
方法。
(d) A method for eliminating the gap between the pile body and the upholstery that is aesthetically pleasing.

く本発明の構成〉 以下、図面を参照しながら本発明の一実施例について説
明する。
Configuration of the Present Invention> An embodiment of the present invention will be described below with reference to the drawings.

まず、パツキン材を構成する網型枠について説明する。First, the mesh formwork that constitutes the packing material will be explained.

くイ〉網型枠 網型枠1は第1.2図に示すように、地中に打設した杭
体6と腹起材7との間に発生する間隙部位に配置して、
裏込材であるコンクリート3を支持するための剛性体で
ある。
Kui〉Net formwork As shown in Fig. 1.2, the net formwork 1 is placed in the gap created between the pile body 6 driven into the ground and the upright timber 7.
It is a rigid body for supporting concrete 3, which is a backfilling material.

網型枠1は、底面11およびこの底面11の延長上に形
成された側面12との三面を有し、かつ腹起材7に係留
できる係留手段を有する。
The mesh formwork 1 has three sides, a bottom surface 11 and a side surface 12 formed as an extension of the bottom surface 11, and has mooring means capable of mooring to the upright material 7.

[補強筋1 具体的には、鋼棒等を2本U字形に曲折して補強筋13
を形成する。
[Reinforcement bar 1 Specifically, two steel bars etc. are bent into a U-shape to form reinforcement bar 13.
form.

そしてこの2本の補強筋13を平行に配置し、補強筋1
3および補強筋の底面間に帯状のメツシュ14を張り付
ける。
Then, these two reinforcing bars 13 are arranged in parallel, and the reinforcing bars 1
A belt-shaped mesh 14 is pasted between the reinforcing bars 3 and the bottom surfaces of the reinforcing bars.

[メツシュ] メツシュ14は例えば公知の金網等を使用でき、網目は
コンクリート3が容易に流出することのない程度の寸法
を選択して使用する。
[Mesh] As the mesh 14, for example, a known wire mesh or the like can be used, and the size of the mesh is selected so as to prevent the concrete 3 from easily flowing out.

その他のメツシュ14の材料としては例えば、エキスバ
ンドメタル、ラス、樹脂板あるいは穴の開いていない銅
板、樹脂板等を使用することも可能である。
As other materials for the mesh 14, for example, expanded metal, lath, resin plate, copper plate without holes, resin plate, etc. can be used.

[係留手段] 腹起材7への係留手段としては、例えば両補強筋13の
一端を折り返してフック15を形成する。
[Mooring Means] As a means for mooring to the upright member 7, for example, one end of both reinforcing bars 13 is folded back to form a hook 15.

本実施例では網型枠1を、補強筋13に強度を持たせた
場合について説明するが、メッシュ14自体に強度を持
たせた場合には別途にフック15を取り付けて補強筋1
3を省略できる。
In this embodiment, a case will be described in which the mesh formwork 1 is provided with strength in the reinforcing bars 13, but if the mesh 14 itself is provided with strength, hooks 15 are separately attached to the reinforcing bars 13.
3 can be omitted.

また、底面11と側面12との境界部分を曲折可能に形
成して、折り畳み式に構成する場合もある。
Further, the boundary portion between the bottom surface 11 and the side surface 12 may be formed to be bendable, so that it is configured in a foldable manner.

く口〉調型枠の幅調節手段 本発明に係る調型枠1は、メツシュ14の横幅方向の長
さを調節可能に構成することを特徴の一つとする。
Means for adjusting the width of the mesh formwork One of the features of the formwork 1 according to the present invention is that the length of the mesh 14 in the width direction can be adjusted.

調型枠lの横幅を調節可能に構成するのは、杭体6と腹
起材7との間の距離は一定ではないから、この距離の変
化に応じて調型枠1の横幅を延長して対応させるだめで
ある。
The reason why the width of the shaping frame 1 is adjustable is because the distance between the pile body 6 and the upholstery 7 is not constant, so the width of the shaping frame 1 is extended in accordance with changes in this distance. There is no point in dealing with it.

調型枠1の横幅を延長するには例えば、第2図に示すよ
うな延長網2を使用することができる。
To extend the width of the shaping frame 1, for example, an extension net 2 as shown in FIG. 2 can be used.

この延長網2は、調型枠1と同形のU字形に形成し、延
長網2に一方を重ね合わせて使用し、調型枠1の端面か
ら突出する延長網2の突出量を自由に調節して使用する
This extension net 2 is formed in the same U-shape as the adjustment form frame 1, and is used by overlapping one side with the extension net 2, and the amount of protrusion of the extension net 2 protruding from the end surface of the adjustment form frame 1 can be freely adjusted. and use it.

次に、山留工法を一例にして調型枠の使用方法について
説明する。(第3〜4図) (1〉調型枠の取り付は 地中に打設した各杭体6間にH型鋼等の腹起材7を水平
方向に配置する。
Next, we will explain how to use the shaped frame using the Yamadome construction method as an example. (Figs. 3 and 4) (1) To install the formwork, horizontally arrange upholstery members 7 such as H-beam steel between each pile body 6 driven into the ground.

そして、腹起材7と接触する杭体6との間を溶接する。Then, welding is performed between the upright material 7 and the pile body 6 that is in contact with it.

杭体6と腹起材7との間が離れている箇所には、前記構
造の調型枠1を挿入し、フック15を腹起材7のフラン
ジ部分に係留する。
The forming frame 1 having the above-mentioned structure is inserted into a place where the pile body 6 and the upholstery 7 are apart, and the hook 15 is moored to the flange portion of the upholstery 7.

その結果、間隙発生箇所には調型枠1の底面11と両側
面12および腹起材7と杭体6の対向面とによって、上
口開放形の独立空間が形成される。
As a result, an open-top independent space is formed at the location where the gap occurs by the bottom surface 11 and both side surfaces 12 of the shaping frame 1 and the facing surfaces of the upright material 7 and the pile body 6.

また、調型枠1の横幅以上に間隙が広い場合には、延長
網2を使用して調型枠1の横幅を所定の長さだけ延長す
る。
Further, when the gap is wider than the width of the shaping frame 1, the extension net 2 is used to extend the width of the shaping frame 1 by a predetermined length.

なお、調型枠1の係留に際し、杭体6と腹起材7の対向
面上に、コンクリート3との絶縁を図るためにシート材
を被覆してお(場合もある。
In addition, when mooring the form frame 1, the facing surfaces of the pile body 6 and the upholstery material 7 are covered with a sheet material in order to insulate them from the concrete 3 (in some cases).

(2)コンクリートの打設 次に調型枠1の上口からコンクリート3を打設する。(2) Placing concrete Next, concrete 3 is poured from the top of the formwork 1.

打設したコンクリート3は、調型枠1と延長網2の網面
および杭体6と腹起材7の対向面が型枠面となって内部
に収容される。
The poured concrete 3 is housed inside with the net surfaces of the conditioning formwork 1 and the extension net 2 and the opposing surfaces of the pile bodies 6 and uprights 7 serving as formwork surfaces.

コンクリート3の重量はフック15を介して腹起材7に
支持されるので、調型枠1とともにコンクリート3が落
下する心配はない。
Since the weight of the concrete 3 is supported by the upholstery 7 via the hooks 15, there is no fear that the concrete 3 will fall together with the forming frame 1.

各調型枠1内にコンクリート3を打設して、パツキン材
4を形成する。
Concrete 3 is poured into each formwork 1 to form a packing material 4.

また、第2図に示すようにコンクリート3を打設する際
に、調型枠1の上口の拡縮を防止するためにストッパ5
を配置する場合もある。
In addition, as shown in FIG. 2, a stopper 5 is provided to prevent the upper opening of the forming frame 1 from expanding or contracting when concrete 3 is poured.
may be placed.

このストッパ5は調型枠1の両側面12の上部に跨いだ
状態で係留することにより、両側面12の対抗距離を一
定に保持できる。
By mooring the stopper 5 while straddling the upper portions of both side surfaces 12 of the shaping frame 1, the opposing distance between the both side surfaces 12 can be maintained constant.

(3)撤去時 所定の工事を完了して、腹起材7を撤去する場合には、
硬化したコンクリート3と一体の調型枠1を上方に引き
上げてパツキン材4を取り外す。
(3) At the time of removal When the prescribed construction work is completed and the uphill timbers 7 are removed,
The molding frame 1 integrated with the hardened concrete 3 is pulled upward and the packing material 4 is removed.

パツキン材4の撤去に際し、あらかじめ杭体6と腹起材
7との対杭面をシート材で被覆して絶縁しである場合に
は、コンクリート3との剥離が容易である。
When removing the packing material 4, if the facing surfaces of the pile body 6 and upright material 7 are insulated by covering them with a sheet material in advance, the packing material 4 can be easily separated from the concrete 3.

く本発明の効果〉 本発明は以上説明したようになるから、次のような効果
を得ることができる。
Effects of the Present Invention> Since the present invention is as explained above, the following effects can be obtained.

(イ)コンクリートを収容する調型枠が腹起材に係留し
ている。
(b) The formwork that accommodates the concrete is moored to the upright timbers.

従って、調型枠が腹起材に係留している間は確実にパツ
キン材を支持できるので、従来のような落下防止工をま
ったく必要とせず、パツキン材の落下を確実に防止でき
る。
Therefore, since the packing material can be reliably supported while the shaping frame is moored to the upright material, falling of the packing material can be reliably prevented without any need for fall prevention work as in the past.

そのため、施工環境の安全性が向上する。Therefore, the safety of the construction environment is improved.

(ロ)調型枠の取り付けおよび撤去操作が容易であるか
ら、小労力で大量の設置が可能となり、可撓性の袋体や
紙製の型枠を使用する従来方法に比べ施工性が著しく向
上する。
(b) Since it is easy to install and remove the formwork, it is possible to install a large amount with little effort, and it is significantly easier to install than conventional methods that use flexible bags or paper formwork. improves.

くハ)延長網と定寸の調型枠とを併用することにより、
間隙の長さに応じて調型枠の横幅を容易に延長できる。
(c) By using an extension net and a fixed size adjustment frame,
The width of the shaping frame can be easily extended according to the length of the gap.

(ニ)パツキン材を構成するコンクリートは、杭体と腹
起材との対杭面を型枠面として打設される。
(d) Concrete constituting the packing material is cast with the facing surface of the pile body and upright material as the formwork surface.

そのため、杭体および腹起材との接触面積を十分に確保
することができる。
Therefore, a sufficient contact area between the pile body and the upholstery material can be ensured.

(ホ)コンクリートを打設する型枠をメツシュで形成し
たことにより、コンクリート中の余剰水がメツシュの穴
を通して早期に排水される。
(e) By forming the formwork for pouring concrete with a mesh, excess water in the concrete is quickly drained through the holes in the mesh.

そのため、コンクリートが密実となり圧縮強度の信頼度
が高まる。
Therefore, the concrete becomes denser and the reliability of the compressive strength increases.

(へ)切梁を解体する前のハツリ作業を省略できる。(f) Chiseling work before dismantling the struts can be omitted.

(ト)調型枠は定形に製作できるから量産が可能であり
、またその製作も容易である。
(g) Since the molding frame can be manufactured into a fixed shape, it can be mass-produced and is also easy to manufacture.

(チ)打設するコンクリートは剛性の型枠面に包囲され
て綺麗に成型されるから、美観性に優れる。
(h) The concrete to be poured is surrounded by the rigid formwork surface and formed neatly, resulting in excellent aesthetics.

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

第1N:本発明の一実施例の説明図 第2図;調型枠の説明図 第3.4図:施工方法の説明図 1st N: Explanatory diagram of one embodiment of the present invention Figure 2; Explanatory diagram of the tone frame Figure 3.4: Illustration of construction method

Claims (1)

【特許請求の範囲】 土留用の支保工として地中に打設した各杭体上に腹起材
を水平に取り付けるに際し、 杭体と腹起材との間に間隙を発生する対杭面間に、 係留手段を有するU字形の網型枠を腹起材に係留させて
配置し、 次に前記網型枠の型枠面および杭体と腹起材の対杭面に
よって包囲された空間内に裏込材を充填して行う、 杭体と腹起材との間の間隙の解消方法
[Scope of Claims] When mounting horizontally on each pile driven into the ground as shoring for earth retaining, a gap is created between the pile body and the pile and the facing pile surface between the pile and the pile. , A U-shaped mesh formwork having a mooring means is moored and arranged to the upright material, and then a backing is placed in the space surrounded by the formwork surface of the net formwork and the opposing pile surface of the pile body and the upright material. A method to eliminate the gap between the pile body and upholstery material by filling it with filler material.
JP4426386A 1986-03-03 1986-03-03 Removal of aperture between pile and waling member Pending JPS62202120A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4426386A JPS62202120A (en) 1986-03-03 1986-03-03 Removal of aperture between pile and waling member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4426386A JPS62202120A (en) 1986-03-03 1986-03-03 Removal of aperture between pile and waling member

Publications (1)

Publication Number Publication Date
JPS62202120A true JPS62202120A (en) 1987-09-05

Family

ID=12686625

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4426386A Pending JPS62202120A (en) 1986-03-03 1986-03-03 Removal of aperture between pile and waling member

Country Status (1)

Country Link
JP (1) JPS62202120A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0738233U (en) * 1991-12-02 1995-07-14 鉄建建設株式会社 Bag with hook
KR100732662B1 (en) * 2005-02-03 2007-06-28 (주)청석엔지니어링 Filling structure for gap in constructing underground walls
JP2014159672A (en) * 2013-02-19 2014-09-04 Taisei Corp Wale back-filling form

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0738233U (en) * 1991-12-02 1995-07-14 鉄建建設株式会社 Bag with hook
KR100732662B1 (en) * 2005-02-03 2007-06-28 (주)청석엔지니어링 Filling structure for gap in constructing underground walls
JP2014159672A (en) * 2013-02-19 2014-09-04 Taisei Corp Wale back-filling form

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