JP5071836B2 - Formwork separator - Google Patents

Formwork separator Download PDF

Info

Publication number
JP5071836B2
JP5071836B2 JP2006104060A JP2006104060A JP5071836B2 JP 5071836 B2 JP5071836 B2 JP 5071836B2 JP 2006104060 A JP2006104060 A JP 2006104060A JP 2006104060 A JP2006104060 A JP 2006104060A JP 5071836 B2 JP5071836 B2 JP 5071836B2
Authority
JP
Japan
Prior art keywords
separator
cylindrical
formwork
positioning
water
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
JP2006104060A
Other languages
Japanese (ja)
Other versions
JP2007277881A (en
Inventor
崇 西村
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.)
Shimizu Corp
Original Assignee
Shimizu Corp
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 Shimizu Corp filed Critical Shimizu Corp
Priority to JP2006104060A priority Critical patent/JP5071836B2/en
Publication of JP2007277881A publication Critical patent/JP2007277881A/en
Application granted granted Critical
Publication of JP5071836B2 publication Critical patent/JP5071836B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

本発明は、型枠を任意の間隔に保持するとともに、構築したコンクリート製の地下壁の漏水対策に用いる型枠用セパレーターに関する。   The present invention relates to a separator for a mold used for holding a mold at an arbitrary interval and for preventing water leakage of a constructed concrete underground wall.

従来、例えばコンクリート製の地下壁を構築する際には、山留め壁に建て込まれたH型鋼にセパレーターを溶接などで取付け、セパレーターに刺し通しながら山留め壁の壁面に沿う例えばシート状防水材を敷設し、セパレーターに山留め壁の壁面から所定の間隔で離間させた型枠を支持させて、山留め壁と型枠の間にコンクリートを打設している。しかし、型枠内にコンクリートを打設する際に、シート状防水材が下方に引っ張られ、セパレーターとシート状防水材との間に隙間が生じて漏水を招く場合が多々あった。   Conventionally, for example, when constructing a concrete underground wall, a separator is attached to the H-shaped steel built in the retaining wall by welding, and a sheet-like waterproof material is laid along the wall of the retaining wall while piercing the separator The separator is supported by a mold frame spaced from the wall surface of the retaining wall at a predetermined interval, and concrete is placed between the retaining wall and the mold frame. However, when placing concrete in the mold, the sheet-like waterproof material is pulled downward, and a gap is often generated between the separator and the sheet-like waterproof material, thereby causing water leakage in many cases.

これに対し、セパレーター装置を、山留め壁に固定される取付金具と、取付金具を介して山留め壁に取り付けられるセパレーターとで構成したものがある(例えば、特許文献1参照)。このセパレーター装置では、取付金具が、外周面にネジ部を備える軸部と、軸部の基端側に形成される基端フランジ部と、軸部の先端側に形成される接続部とを備え、セパレーターが、棒状に形成されるとともに外周面にネジ部を備えて形成されている。このセパレーター装置においては、山留め壁に建て込まれたH型鋼などに基端フランジ部を固着して取付金具を取り付け、この取付金具の軸部を刺し通しながらシート状防水材を設置した段階で、軸部に締め付けナットを螺合し、締め付けナットと基端フランジ部とでシート状防水材を挟持固定する。そして、軸部の接続部に棒状のセパレーターを取付け、その先端側に型枠を支持させる。このようにセパレーター装置を設置した場合には、型枠内にコンクリートを打設してシート状防水材が下方に引っ張られたとしても、締め付けナットと基端フランジ部とでシート状防水材が挟持固定されているため、この部分に隙間が生じることを防止できる。   On the other hand, there exists what comprised the separator apparatus with the attachment bracket fixed to a retaining wall, and the separator attached to a retaining wall via an attachment bracket (for example, refer patent document 1). In this separator device, the mounting bracket includes a shaft portion having a screw portion on the outer peripheral surface, a proximal flange portion formed on the proximal end side of the shaft portion, and a connection portion formed on the distal end side of the shaft portion. The separator is formed in a rod shape and has a threaded portion on the outer peripheral surface. In this separator device, at the stage where the base end flange portion is fixed to H-shaped steel or the like built in the retaining wall, the mounting bracket is attached, and the sheet-shaped waterproofing material is installed while piercing the shaft portion of the mounting bracket. A fastening nut is screwed onto the shaft, and the waterproof sheet is sandwiched and fixed between the fastening nut and the proximal flange portion. Then, a rod-like separator is attached to the connecting portion of the shaft portion, and the mold is supported on the tip side. When the separator device is installed in this way, even if concrete is placed in the mold and the sheet-like waterproof material is pulled downward, the sheet-like waterproof material is sandwiched between the fastening nut and the proximal flange portion. Since it is fixed, it is possible to prevent a gap from occurring in this portion.

この一方で、コンクリートの打設でシート状防水材に裂傷が生じたり、シート状防水材同士の接合部分が経年的に剥離して、地下壁の目地やひび割れなどから漏水が生じる場合がある。これに対し、特に漏水量が多い場合や確実に止水させる必要がある場合などでは、地下壁にドリルなどで複数の貫通孔を開け、この貫通孔を通じて地下壁と山留め壁との間(隙間)に例えばアクリルエマルジョンなどの止水材を注入して、地下水の水みちとなる前記隙間を埋めて止水させる裏面防水工法が適用される。
実用新案登録第3053221号公報
On the other hand, there is a case where a tear is generated in the sheet-like waterproof material due to the placement of concrete, or a joint portion between the sheet-like waterproof materials is peeled off over time, and water leaks from joints or cracks of the underground wall. On the other hand, especially when there is a large amount of water leakage or when it is necessary to stop water reliably, a plurality of through holes are drilled in the basement wall with a drill or the like, and the space between the basement wall and the mountain retaining wall (gap For example, a waterproofing method for back surface is applied in which a water-stopping material such as acrylic emulsion is injected to fill the gaps that form the groundwater.
Utility Model Registration No. 3053221

しかしながら、上記の裏面防水工法では、地下壁に複数の貫通孔を開ける関係上、地下壁を傷つけることになり、地下壁にセパレーター跡に加えて施工後に貫通孔を埋めた跡が残るため、地下壁の美観の低下を招くことなどから特に施工中や施工後間もない地下壁に貫通孔を設けることに理解が得られない場合が多々あった。また、裏面防水工法は、止水材を注入するための貫通孔の形成に掛かるコストが全体コストの約7割を占めるため、コスト高になるという欠点があった。   However, the above waterproofing method on the back side will damage the underground wall due to the opening of a plurality of through holes in the underground wall, and in addition to the separator marks on the underground wall, there will remain traces of filling the through holes after construction. In many cases, it was not possible to understand that a through-hole was provided in a basement wall during construction or shortly after construction because the appearance of the wall was reduced. Further, the back surface waterproofing method has a drawback that the cost for forming the through hole for injecting the water-stopping material accounts for about 70% of the total cost, resulting in a high cost.

本発明は、上記事情を鑑み、止水材の注入に利用可能な型枠用セパレーターを提供することを目的とする。   An object of this invention is to provide the separator for a formwork which can be utilized for injection | pouring of a water stop material in view of the said situation.

上記の目的を達するために、この発明は以下の手段を提供している。   In order to achieve the above object, the present invention provides the following means.

本発明の型枠用セパレーターは、コンクリート製の地下壁の構築に用いられ、地盤側から任意の間隔で型枠を保持する型枠用セパレーターであって、先端が前記地盤側に配設される鋼製で略筒状の筒状部と、該筒状部の後端の接続部に一端が着脱可能に接続される棒状のセパレーター部と、セパレーター部の他端側に着脱可能に接続されて前記型枠を保持する位置決め部とを備え、前記筒状部の先端側には、前記地盤側と前記地下壁の間に注入する止水材を吐出するための吐出孔が設けられており、該吐出孔は、前記筒状部の外面から内面に貫通する貫通孔、もしくは前記筒状部の先端から後端に向けて切り欠かれたスリットであるとともに、前記筒状部の軸線中心の周方向に等間隔で4つ以上設けられており、前記筒状部の先端から前記位置決め部の先端までの間に環装されて支持されたリング状の止水部材が設けられ、前記筒状部の先端側には、前記吐出孔からの前記止水材の吐出を可能にしつつ前記筒状部の内部への不純物の流入を阻止する弾性部材が取り付けられており、前記筒状部の接続部には雌ネジ部が設けられ、前記セパレーター部には、前記一端側及び前記他端側に雄ネジ部が設けられるとともに、前記位置決め部には雌ネジ部が設けられており、前記筒状部と前記セパレーター部、及び前記セパレーター部と前記位置決め部が、それぞれの前記雄ネジ部と前記雌ネジ部が螺合されて着脱可能に接続され、前記筒状部の先端側に雌ネジ部が設けられ、前記地盤側に取り付けたスクリュービットの後端側の雄ネジ部に前記雌ネジ部が螺合されて前記筒状部が支持されることを特徴とする。 The separator for formwork of the present invention is a separator for formwork that is used for construction of a concrete underground wall and holds the formwork at an arbitrary interval from the ground side, and the tip is disposed on the ground side. a substantially cylindrical tubular portion made of steel, and the separator portion of the rod-shaped one end connecting portion of the rear end of the tubular portion is detachably connected, it is detachably connected to the other end of the separator section and a positioning portion for holding the mold Te, the leading end side of the tubular portion has a discharge hole is provided for discharging the water stopping material to be injected between the ground side to the basement walls The discharge hole is a through-hole penetrating from the outer surface to the inner surface of the cylindrical portion, or a slit cut out from the front end to the rear end of the cylindrical portion, and the axial center of the cylindrical portion. Four or more are provided at equal intervals in the circumferential direction, and the tip of the cylindrical portion A ring-shaped water stop member that is supported by being mounted between the tip of the positioning portion is provided, and the water stop material can be discharged from the discharge hole on the tip side of the cylindrical portion. While the elastic member for preventing the inflow of impurities into the cylindrical portion is attached, a female screw portion is provided in the connecting portion of the cylindrical portion, the one end side and the separator A male screw part is provided on the other end side, and a female screw part is provided in the positioning part. The cylindrical part and the separator part, and the separator part and the positioning part are respectively provided with the male screw part. And a female screw part are detachably connected by being screwed together, a female screw part is provided on the tip side of the cylindrical part, and the male screw part on the rear end side of the screw bit attached to the ground side The female thread part is screwed to support the cylindrical part. Characterized in that that.

また、本発明の型枠用セパレーターにおいては、前記筒状部の後端と前記位置決め部の先端の間に設けられ、前記セパレーター部が挿通されて該セパレーター部を保護する筒状の保護部材が具備されており、該保護部材は前記筒状部と前記位置決め部との間に挟持されるように設けられ、前記セパレーター部の外周面と前記保護部材の内面との間には隙間が設けられているとともに、前記保護部材と前記セパレーター部の軸線が略同軸上になるように配されていることが望ましい。 Moreover, in the separator for formwork of this invention, the cylindrical protective member which is provided between the rear end of the said cylindrical part and the front-end | tip of the said positioning part, and the said separator part is penetrated and protects this separator part is provided. The protective member is provided so as to be sandwiched between the cylindrical portion and the positioning portion, and a gap is provided between the outer peripheral surface of the separator portion and the inner surface of the protective member. In addition, it is desirable that the protective member and the separator portion are arranged so that the axes thereof are substantially coaxial .

本発明の型枠用セパレーターによれば、筒状部と、筒状部に着脱可能に接続されるセパレーター部と、セパレーター部に着脱可能に接続されて型枠を保持する位置決め部とを備え、筒状部の先端側に止水材を吐出する吐出孔が設けられていることによって、筒状部の先端を地盤側に配して設置するとともに、その後端にセパレーター部を取付け、かつセパレーター部に位置決め部を取り付けることで、型枠を所定の位置に設置できる。これにより、地盤側と型枠の間にコンクリートを打設して所望の地下壁を構築することができ、位置決め部をコンクリート躯体(地下壁)から除去し筒状部とセパレーター部をコンクリート内に埋設させることができる。   According to the separator for formwork of the present invention, it includes a tubular part, a separator part that is detachably connected to the tubular part, and a positioning part that is detachably connected to the separator part and holds the formwork, By providing a discharge hole for discharging the water-stopping material on the distal end side of the tubular portion, the distal end of the tubular portion is placed on the ground side, and a separator portion is attached to the rear end, and the separator portion By attaching the positioning part to the mold, the mold can be installed at a predetermined position. As a result, concrete can be placed between the ground side and the formwork to construct the desired underground wall, the positioning part is removed from the concrete frame (underground wall), and the tubular part and separator part are placed in the concrete. Can be buried.

そして、地下壁構築後に漏水が発生した場合に、筒状部に着脱可能に接続されたセパレーター部を取り外すことによって筒状部の内孔と連通するコンクリートの孔に止水材を供給することにより、筒状部の先端側から地盤側と地下壁の隙間に止水材を注入することができる。これにより、本来、型枠を保持するために用いられる型枠用セパレーターを止水材の注入用として使用できるため、従来の裏面防水工法のように別途貫通孔を形成する必要がなく、地下壁に損傷を与えることを防止でき、かつ止水に掛かるコストを大幅に低減することが可能になる。また、セパレーター跡に加えて別途貫通孔の跡が地下壁に形成されることがないため、地下壁の美観の低下を招くことも解消できる。   And when water leakage occurs after construction of the underground wall, by removing the separator part detachably connected to the cylindrical part, by supplying a water stop material to the concrete hole communicating with the inner hole of the cylindrical part, The water-stopping material can be poured into the gap between the ground side and the underground wall from the distal end side of the tubular portion. As a result, since the mold separator that is originally used to hold the mold can be used for injecting the water-stopping material, there is no need to form a separate through-hole as in the conventional back surface waterproofing method. Can be prevented from being damaged, and the cost for water stoppage can be greatly reduced. Moreover, since the trace of a through-hole is not separately formed in a basement wall in addition to a separator trace, it can also eliminate the fall of the aesthetics of a basement wall.

さらに、本発明の型枠用セパレーターにおいては、筒状部の先端から位置決め部の先端までの間に環装した止水部材が設けられていることによって、コンクリートと、筒状部及びセパレーター部または保護部材との間に地下水が侵入した場合においても、止水部材によって地下水の水みちを遮断することができ、このコンクリートと、筒状部及びセパレーター部または保護部材との間を水みちとして漏水が生じることを防止できる。   Furthermore, in the separator for formwork of the present invention, the water stop member provided between the tip of the cylindrical portion and the tip of the positioning portion is provided, so that the concrete, the cylindrical portion and the separator portion or Even when groundwater enters between the protective member and the water blocking member, it is possible to block water from the groundwater, and water leaks between this concrete and the tubular part and separator part or protective member. Can be prevented.

また、本発明の型枠用セパレーターにおいては、吐出孔が、筒状部の外面から内面に貫通する貫通孔、もしくは筒状部の先端から後端に向けて切り欠かれたスリットとして設けられていることによって、筒状部の内孔に供給した止水材をこの貫通孔やスリットを通じて確実に外部に吐出させることができ、確実に地盤側と地下壁の隙間に止水材を注入することができる。   Further, in the separator for formwork of the present invention, the discharge hole is provided as a through-hole penetrating from the outer surface to the inner surface of the cylindrical portion, or as a slit notched from the front end to the rear end of the cylindrical portion. Therefore, the water-stopping material supplied to the inner hole of the cylindrical part can be reliably discharged to the outside through this through-hole or slit, and the water-stopping material is surely injected into the gap between the ground side and the underground wall Can do.

さらに、本発明の型枠用セパレーターにおいては、吐出孔が、筒状部の軸線中心の周方向に等間隔で4つ以上設けられていることによって、地盤側と地下壁の隙間に満遍なく止水材を吐出させることができるため、確実にこの隙間を止水材で充填することができる。これにより、確実に漏水を止水させることが可能になる。   Furthermore, in the separator for formwork of the present invention, four or more discharge holes are provided at equal intervals in the circumferential direction of the center of the axis of the cylindrical portion, so that the water can be uniformly stopped in the gap between the ground side and the underground wall. Since the material can be discharged, the gap can be reliably filled with the water-stopping material. Thereby, it becomes possible to stop water leakage reliably.

また、本発明の型枠用セパレーターにおいては、筒状部の先端側に、吐出孔からの止水材の吐出を可能にしつつ筒状部の内部への不純物の流入を阻止する弾性部材が取り付けられていることによって、例えば打設したコンクリートが硬化する前段で発生するコンクリートノロや、地下水などが筒状部の内部に流入することを防止でき、筒状部の内孔がコンクリートのセメント成分で閉塞したり、筒状部の内孔を通じて漏水を誘発させるようなことを防止できる。   Further, in the separator for formwork of the present invention, an elastic member for preventing the inflow of impurities into the cylindrical portion while allowing the water-stopping material to be discharged from the discharge hole is attached to the distal end side of the cylindrical portion. For example, it is possible to prevent, for example, concrete scrap generated before the placed concrete hardens, groundwater, etc. from flowing into the cylindrical portion, and the inner hole of the cylindrical portion is made of the cement component of the concrete. It is possible to prevent blocking or inducing water leakage through the inner hole of the cylindrical portion.

さらに、本発明の型枠用セパレーターにおいては、筒状部とセパレーター部、及びセパレーター部と位置決め部がそれぞれのネジで接続されることによって、各部材の着脱を確実かつ容易に行なうことができる。   Furthermore, in the separator for formwork of this invention, a cylindrical part and a separator part, and a separator part and a positioning part are connected with each screw, and attachment / detachment of each member can be performed reliably and easily.

また、本発明の型枠用セパレーターにおいては、筒状部の先端側に雌ネジ部が設けられ、地盤側に取り付けたスクリュービットの後端側の雄ネジ部に雌ネジ部を螺合させて筒状部が支持されるように構成することで、筒状部の設置を容易に行なうことができるとともに、所定の位置に吐出孔を配することができる。これにより、吐出孔から吐出させた止水材を確実に地盤側と地下壁との隙間に注入することが可能になる。   Further, in the separator for formwork of the present invention, a female screw portion is provided on the tip side of the cylindrical portion, and the female screw portion is screwed to a male screw portion on the rear end side of the screw bit attached to the ground side. By configuring so that the cylindrical portion is supported, the cylindrical portion can be easily installed and the discharge hole can be arranged at a predetermined position. Thereby, it becomes possible to inject | pour the water stop material discharged from the discharge hole into the clearance gap between a ground side and an underground wall reliably.

さらに、本発明の型枠用セパレーターにおいては、筒状部の後端と位置決め部の先端の間に設けられ、セパレーター部が挿通されてこのセパレーター部を保護する筒状の保護部材が具備されていることによって、セパレーター部をコンクリートと非接触状態に保持することができる。これにより、止水材を注入する際に筒状部からセパレーター部を容易に取り外すことができ、保護部材の内孔からこの内孔と連通する筒状部の内孔に止水材を供給して、筒状部の先端側から地盤側と地下壁の隙間に止水材を注入することができる。 Furthermore, in the separator for formwork of the present invention, a cylindrical protective member is provided between the rear end of the cylindrical part and the front end of the positioning part, and the separator part is inserted to protect the separator part. By being, it can hold | maintain a separator part in a non-contact state with concrete. Thereby, when injecting the water-stopping material, the separator portion can be easily removed from the tubular portion, and the water-stopping material is supplied from the inner hole of the protective member to the inner hole of the tubular portion communicating with the inner hole. Thus, the water-stopping material can be poured into the gap between the ground side and the underground wall from the distal end side of the tubular portion .

以下、図1から図7を参照し、本発明の一実施形態に係る型枠用セパレーターについて説明する。本実施形態は、コンクリート製の地下壁を構築する際に用いられ、型枠を任意の間隔に保持するとともに、構築した地下壁からの漏水対策に利用可能とした型枠用セパレーターに関するものである。   Hereinafter, a mold separator according to an embodiment of the present invention will be described with reference to FIGS. The present embodiment relates to a separator for formwork that is used when constructing a concrete underground wall, holds the formwork at an arbitrary interval, and can be used to prevent water leakage from the constructed underground wall. .

本実施形態の型枠用セパレーターAは、図1に示すように、鋼製で円筒状の円筒状部材(筒状部)1と、一端側が円筒状部材1に着脱可能に接続される円柱棒状のセパレーター芯材(セパレーター部)2と、セパレーター芯材2の他端側に着脱可能に接続される円錐台筒状の位置決め部材3aと、セパレーター芯材2を挿通させつつこれを保護する円筒状の保護部材4と、保護部材4に環装されたリング状の止水部材5と、円筒状部材1の先端1a側に取り付けられた環状で板状の弾性部材6とから構成されている。なお、本実施形態体において、位置決め部材3aは、後述するネジ棒3bとともに型枠7を保持するための位置決め部3を構成している。   As shown in FIG. 1, the separator A for formwork of this embodiment is a steel cylindrical member (cylindrical part) 1 and a columnar bar shape whose one end is detachably connected to the cylindrical member 1. Separator core material (separator portion) 2, a truncated cone cylindrical positioning member 3 a detachably connected to the other end of the separator core material 2, and a cylindrical shape that protects the separator core material 2 while being inserted The protective member 4, the ring-shaped water-stopping member 5 provided around the protective member 4, and the annular plate-like elastic member 6 attached to the tip 1 a side of the cylindrical member 1. In this embodiment, the positioning member 3a constitutes a positioning portion 3 for holding the mold 7 together with a screw rod 3b described later.

円筒状部材1は、円筒状の本体部1bと、本体部1bの後端(円筒状部材1の後端1c側)に一体に固着された接続部1dとから構成されている。本体部1bは、その先端1a側(円筒状部材1の先端1a側)に、外周面(外面)から内周面(内面)に貫通し、かつ先端1aから後端1cに向けて軸線(型枠用セパレーターAの軸線)O1方向に切り欠かれた複数のスリット(吐出孔)1eが形成されている。この複数のスリット1eは、本実施形態では6本設けられ、軸線O1中心の周方向に等間隔で配設されている。また、この本体部1bの先端1a側には、その内面に雌ネジの螺刻が施されて雌ネジ部1fが形成され、この雌ネジ部1fは、先端1aからスリット1eの軸線O1方向後端1c側の端部よりも先端1a側に位置する範囲で形成されている。接続部1dは、雌ネジの内径が2分5厘とされたナットとされ、本体部1bの後端1c側に互いの軸線O1が同軸上に配されるようにして例えば溶接などで固着されている。   The cylindrical member 1 includes a cylindrical main body portion 1b and a connection portion 1d that is integrally fixed to the rear end (the rear end 1c side of the cylindrical member 1) of the main body portion 1b. The main body 1b penetrates from the outer peripheral surface (outer surface) to the inner peripheral surface (inner surface) on the front end 1a side (the front end 1a side of the cylindrical member 1), and the axis (mold) from the front end 1a to the rear end 1c. A plurality of slits (ejection holes) 1e cut out in the O1 direction are formed. The plurality of slits 1e are provided in the present embodiment, and are arranged at equal intervals in the circumferential direction around the center of the axis O1. Further, on the front end 1a side of the main body portion 1b, a female screw is formed on the inner surface thereof to form a female screw portion 1f. The female screw portion 1f is rearward from the front end 1a in the direction of the axis O1 of the slit 1e. It is formed in a range located on the tip 1a side than the end portion on the end 1c side. The connecting portion 1d is a nut having an internal diameter of a female screw of 2/5, and is fixed to the rear end 1c side of the main body portion 1b by welding or the like so that the axis O1 is coaxially arranged. ing.

セパレーター芯材2は、直径が2分5厘とされ、その先端(一端)側及び後端(他端)側の外周面にそれぞれ雄ネジ部2aが形成されている。そして、このセパレーター芯材2は、先端側の雄ネジ部2aを円筒状部材1の接続部1dの雌ネジ部1gに螺合させることによって、互いの軸線O1を同軸上に配して一体に接続されている。   The separator core material 2 has a diameter of 2/5 and has male screw portions 2a on the outer peripheral surfaces on the front end (one end) side and the rear end (other end) side. And this separator core material 2 arrange | positions each axis O1 on the same axis | shaft by screwing the external thread part 2a of the front end side with the internal thread part 1g of the connection part 1d of the cylindrical member 1, and is integrated. It is connected.

円錐台筒状の位置決め部材3aは、例えばプラスチックコーン(Pコン)やモルタルコーン(Mコン)などであり、内孔内面に雌ネジの螺刻が施されて雌ネジ部3cが形成されている。そして、この位置決め部材3aは、セパレーター芯材2の後端側の雄ネジ部2aが小径側の先端側から雌ネジ部3cの一部に螺合されることにより、セパレーター芯材2と一体に接続されている。また、位置決め部材3aの大径側の後端側には、外周面に雄ネジの螺刻が施された略円柱棒状のネジ棒3bが雌ネジ部3cの一部に螺合されて、位置決め部材3aの後端から軸線O1方向外側に向けて突設されて着脱可能に接続されている。   The circular truncated cone-shaped positioning member 3a is, for example, a plastic cone (P-con) or a mortar cone (M-con), and a female screw portion 3c is formed by threading a female screw on the inner surface of the inner hole. . The positioning member 3a is integrated with the separator core member 2 by the male screw portion 2a on the rear end side of the separator core member 2 being screwed into a part of the female screw portion 3c from the distal end side on the small diameter side. It is connected. Further, on the rear end side of the positioning member 3a on the large-diameter side, a substantially cylindrical rod-shaped screw rod 3b whose outer peripheral surface is threaded with a male screw is screwed into a part of the female screw portion 3c, thereby positioning. Projecting from the rear end of the member 3a toward the outside in the direction of the axis O1, is detachably connected.

保護部材4は、本実施形態において塩化ビニル製または鋼製の円管であり、セパレーター芯材2を円筒状部材1に取り付け、かつセパレーター芯材2に位置決め部材3aを取り付けた状態で、円筒状部材1の後端(接続部1dの後端面)1cと位置決め部材3aの先端(先端面)に軸線O1方向一端と他端をそれぞれ当接させて、すなわち円筒状部材1と位置決め部材3aに挟持されて設けられている。このとき、保護部材4の内孔H1内にセパレーター芯材2が挿通され、このセパレーター芯材2の外周面と保護部材4の内面は、非接触状態、すなわち隙間を設けた状態とされている。   In this embodiment, the protective member 4 is a circular tube made of vinyl chloride or steel, and is cylindrical with the separator core 2 attached to the cylindrical member 1 and the positioning member 3a attached to the separator core 2. One end and the other end in the direction of the axis O1 are brought into contact with the rear end (rear end surface of the connecting portion 1d) 1c and the front end (front end surface) of the positioning member 3a, that is, sandwiched between the cylindrical member 1 and the positioning member 3a. Has been provided. At this time, the separator core material 2 is inserted into the inner hole H1 of the protection member 4, and the outer peripheral surface of the separator core material 2 and the inner surface of the protection member 4 are in a non-contact state, that is, in a state where a gap is provided. .

止水部材5は、例えばゴム製でリング状に形成されており、その内孔に保護部材4を嵌挿させた状態で互いに一体に設けられている。環状で略矩形板状の弾性部材6は、例えばスポンジであり、その内孔に円筒状部材1の本体部1bの先端1a側が挿通され、かつこの内孔内面と本体部1bの外面が固着されている。また、このとき、弾性部材6は、その先端面が円筒状部材1の先端1aと軸線O1方向の略同位置とされ、円筒状部材1のスリット1eの先端1a側を覆うように設けられている。すなわち、円筒状部材1のスリット1eはその大部分が露出している。   The water stop members 5 are made of, for example, rubber and formed in a ring shape, and are provided integrally with each other in a state in which the protective member 4 is inserted into the inner hole. The annular and substantially rectangular plate-like elastic member 6 is, for example, a sponge, the tip 1a side of the main body 1b of the cylindrical member 1 is inserted into the inner hole, and the inner surface of the inner hole and the outer surface of the main body 1b are fixed. ing. At this time, the elastic member 6 is provided so that the front end surface thereof is substantially in the same position as the front end 1a of the cylindrical member 1 in the direction of the axis O1, and covers the front end 1a side of the slit 1e of the cylindrical member 1. Yes. That is, most of the slit 1e of the cylindrical member 1 is exposed.

ついで、上記構成からなる型枠用セパレーターAを用いて型枠7を設置し地下壁Cを構築する方法について説明する。   Next, a method for constructing the underground wall C by installing the mold 7 using the mold separator A having the above configuration will be described.

型枠7を設置する際には、はじめに、図2に示すように、例えば、地盤Gを支持した山留め壁G1に建て込まれ、山留め壁G1の壁面G2に一面が露出するH型鋼(親杭)G3に、スクリュービット10を設置する。このとき、H型鋼G3の一面から所定の長さが突出するようにスクリュービット10が設置される。なお、このスクリュービット10には、その突出する部分の外周面に雄ネジが施されている。   When installing the formwork 7, first, as shown in FIG. 2, for example, an H-shaped steel (parent pile) that is built into a retaining wall G1 that supports the ground G and one surface is exposed on the wall surface G2 of the retaining wall G1. ) Install the screw bit 10 at G3. At this time, the screw bit 10 is installed so that a predetermined length protrudes from one surface of the H-shaped steel G3. The screw bit 10 is provided with a male screw on the outer peripheral surface of the protruding portion.

ついで、先端1a側に弾性部材6が環装されて固着した円筒状部材1を、その先端1a側の雌ネジ部1fをスクリュービット10の雄ネジに螺合させて取り付ける。このとき、円筒状部材1は、その先端1a及び弾性部材6の先端面がH形鋼G3の一面に当接するようにスクリュービット10に取り付けられて支持される。   Next, the cylindrical member 1 having the elastic member 6 attached and fixed to the tip 1a side is fixed by screwing the female screw portion 1f on the tip 1a side with the male screw of the screw bit 10. At this time, the cylindrical member 1 is attached to and supported by the screw bit 10 so that the distal end 1a and the distal end surface of the elastic member 6 are in contact with one surface of the H-shaped steel G3.

ついで、図3に示すように、円筒状部材1の後端1c側に設けられた接続部1dの雌ネジ部1gに、セパレーター芯材2の先端側の雄ネジ部2aを螺合させて接続する。そして、図4及び図5に示すように、セパレーター芯材2の後端側から、止水部材5を環装した保護部材4の内孔H1にセパレーター芯材2を挿通させ、保護部材4の先端を接続部1dの後端面に当接させつつセパレーター芯材2の後端側の雄ネジ部2aに位置決め部材3aを螺合させる。そして、位置決め部材3aを完全に螺合させて設置するとともに、接続部1dと位置決め部材3aとで保護部材4を挟持固定する。このとき、保護部材4の軸線O1がセパレーター芯材2の軸線O1を略同軸上に配するようにして、保護部材4の内面とセパレーター芯材2の外面を非接触とする。ここで、保護部材4が塩化ビニル製である場合には、容易に切断してその長さを調整することができる。これにより、一定の長さで形成された円筒状部材1の後端1cと位置決め部材3aの先端の間隔、すなわち保護すべきセパレーター芯材2の長さ、さらには山留め壁G1の壁面G2と型枠7の内面までの距離(地下壁Cの壁厚)に応じて現場でその長さが調整される。   Next, as shown in FIG. 3, the male screw portion 2 a on the front end side of the separator core member 2 is screwed into the female screw portion 1 g of the connecting portion 1 d provided on the rear end 1 c side of the cylindrical member 1. To do. Then, as shown in FIGS. 4 and 5, from the rear end side of the separator core material 2, the separator core material 2 is inserted into the inner hole H <b> 1 of the protection member 4 around which the water blocking member 5 is mounted, The positioning member 3a is screwed into the male screw portion 2a on the rear end side of the separator core member 2 while the front end is brought into contact with the rear end surface of the connection portion 1d. The positioning member 3a is completely screwed and installed, and the protective member 4 is sandwiched and fixed by the connecting portion 1d and the positioning member 3a. At this time, the axis O1 of the protection member 4 is arranged substantially coaxially with the axis O1 of the separator core 2 so that the inner surface of the protection member 4 and the outer surface of the separator core 2 are not in contact with each other. Here, when the protective member 4 is made of vinyl chloride, it can be easily cut to adjust its length. Thereby, the interval between the rear end 1c of the cylindrical member 1 formed with a certain length and the front end of the positioning member 3a, that is, the length of the separator core material 2 to be protected, and the wall surface G2 of the retaining wall G1 and the mold The length is adjusted at the site according to the distance to the inner surface of the frame 7 (wall thickness of the underground wall C).

ついで、図6に示すように、位置決め部材3aの後端側の雌ネジ部3cに螺合させてネジ棒3bを取り付ける。この段階で、ネジ棒3bが挿通可能な型枠7の型枠孔7aにネジ棒3bを挿通させ、型枠7の内面を位置決め部材3aの後端面に当接させた状態でネジ棒3bに図示せぬナットを螺合させてゆき、このナットと位置決め部材3aとで型枠7を挟持固定する。これにより、山留め壁G1の壁面G2と型枠7の内面との隙間が地下壁Cの壁厚と等しく形成されて型枠7の設置が完了する。ここで、上記のように型枠7を設置するために用いる本発明の型枠用セパレーターAは、従来の型枠用セパレーターと同様に、例えば700mm程度のピッチで複数設置されて型枠7を保持する。   Next, as shown in FIG. 6, the screw rod 3b is attached by being screwed into the female screw portion 3c on the rear end side of the positioning member 3a. At this stage, the screw rod 3b is inserted into the mold hole 7a of the mold 7 through which the screw rod 3b can be inserted, and the screw rod 3b is brought into contact with the rear end surface of the positioning member 3a. A nut (not shown) is screwed, and the mold 7 is sandwiched and fixed by this nut and the positioning member 3a. Thereby, the clearance gap between the wall surface G2 of the mountain retaining wall G1 and the inner surface of the formwork 7 is formed equal to the wall thickness of the underground wall C, and the installation of the formwork 7 is completed. Here, the mold separator A of the present invention used to install the mold 7 as described above is installed at a pitch of, for example, about 700 mm to form the mold 7 in the same manner as the conventional mold separator. Hold.

このように型枠7を設置した段階で、形成した隙間にコンクリートを打設する。このとき、未硬化状態のコンクリートにおいて山留め壁G1の壁面G2や型枠7の内面に沿ってコンクリートノロなどが流動する場合が多々あるが、本実施形態では、このようなコンクリートノロなどの不純物は、円筒状部材1の先端1aに取り付けられた弾性部材6によって、円筒状部材1の内孔H2内に侵入することが阻止される。これにより、コンクリートノロが内孔H2を閉塞させたりすることがない。   At the stage where the mold 7 is installed in this way, concrete is placed in the formed gap. At this time, in the uncured concrete, there are many cases in which the concrete paste or the like flows along the wall surface G2 of the retaining wall G1 or the inner surface of the formwork 7. In this embodiment, impurities such as concrete paste are The elastic member 6 attached to the tip 1a of the cylindrical member 1 is prevented from entering the inner hole H2 of the cylindrical member 1. As a result, the concrete slot does not block the inner hole H2.

そして、コンクリートが所定の強度を発現した段階で、型枠7を取り外す。本実施形態では、このように型枠7を取り外した段階で、ネジ棒3b及び位置決め部材3aを取り外し、さらにセパレーター芯材2を円筒状部材1から取り外して、保護部材4の内孔H1及び円筒状部材1の内孔H2に漏水の侵入がないかを確認する。この段階で、漏水が確認されない場合には、セパレーター芯材2を再度取り付けるとともに、位置決め部材3aで画成された凹孔H3に図示せぬ水膨張性の止水コンを取り付けて地下壁Cの施工を完了する。なお、このように構築した地下壁Cでは、地下壁C内に埋設されて残置した円筒状部材1や保護部材4とコンクリートとの間に地下水が侵入し、この水みちを流通しようとした場合においても、止水部材5によって水みちが遮断されているため漏水が生じることがない。   Then, the mold 7 is removed at the stage where the concrete exhibits a predetermined strength. In the present embodiment, at the stage of removing the formwork 7 in this way, the screw rod 3b and the positioning member 3a are removed, and the separator core member 2 is further removed from the cylindrical member 1, and the inner hole H1 and the cylinder of the protection member 4 are removed. It is confirmed whether or not water leaks into the inner hole H2 of the member 1. At this stage, if water leakage is not confirmed, the separator core material 2 is reattached, and a water-expandable water stoppage (not shown) is attached to the concave hole H3 defined by the positioning member 3a. Complete construction. In addition, in the underground wall C constructed in this way, when groundwater enters between the cylindrical member 1 or the protective member 4 embedded in the underground wall C and left behind and tries to circulate this water channel In this case, water leakage does not occur because the waterway is blocked by the water stop member 5.

一方、漏水が確認され、その量が多く地盤G側と地下壁Cとの隙間を止水材で充填する必要があると判断された場合には、図7に示すように、保護部材4の内孔H1に凹孔H3を介して高圧注入機のプラグTをセットし、例えばアクリルエマルジョン樹脂やエポキシ樹脂などの止水材を加圧しつつ供給する。止水材は、保護部材4の内孔H1からこの内孔H1に連通する円筒状部材1の内孔H2内に供給されてゆく。そして、止水材が吐出孔1eから外部に吐出されるとともに地盤G側と地下壁Cとの隙間に充填される。本実施形態では、上記のように型枠用セパレーターAを利用して止水材の注入が行なわれ、このとき、従来の裏面防水工法を施す際に地下壁Cに形成する貫通孔の例えば600mm〜800mm程度のピッチと略同等の例えば700mm程度のピッチで型枠用セパレーターAが設置されているため、従来の裏面防水工法と同様に止水材が注入される。   On the other hand, when water leakage is confirmed and it is determined that it is necessary to fill the gap between the ground G side and the underground wall C with a water-stopping material, as shown in FIG. A plug T of a high-pressure injector is set in the inner hole H1 through the concave hole H3, and a water-stopping material such as an acrylic emulsion resin or an epoxy resin is supplied while being pressurized. The water blocking material is supplied from the inner hole H1 of the protection member 4 into the inner hole H2 of the cylindrical member 1 communicating with the inner hole H1. And a water stop material is discharged outside from the discharge hole 1e, and is filled in the clearance gap between the ground G side and the underground wall C. In the present embodiment, the water-stopping material is injected using the mold separator A as described above, and at this time, for example, 600 mm of a through hole formed in the underground wall C when the conventional back surface waterproofing method is applied. Since the mold separator A is installed at a pitch of approximately 700 mm, for example, approximately equal to a pitch of approximately 800 mm, a water-stopping material is injected in the same manner as in the conventional back surface waterproofing method.

したがって、本実施形態の型枠用セパレーターAにおいては、円筒状部材1の先端1aを地盤G側に配設するとともに、その後端1cにセパレーター芯材2を取付け、かつセパレーター芯材2に位置決め部材3を取り付けることで、型枠7を所定の位置に設置できる。これにより、地盤G側と型枠7の間にコンクリートを打設して所望の地下壁Cを構築することができ、位置決め部材3を地下壁Cから除去し円筒状部材1とセパレーター芯材2をコンクリート内に埋設させることができる。   Therefore, in the formwork separator A of the present embodiment, the tip 1a of the cylindrical member 1 is disposed on the ground G side, the separator core 2 is attached to the rear end 1c, and the positioning member is attached to the separator core 2. By attaching 3, the mold 7 can be installed at a predetermined position. As a result, concrete can be placed between the ground G side and the formwork 7 to construct a desired underground wall C. The positioning member 3 is removed from the underground wall C, and the cylindrical member 1 and the separator core 2 are removed. Can be embedded in concrete.

そして、保護部材4の内孔H1に止水材を供給することによって円筒状部材1の先端1a側から地盤G側と地下壁Cの隙間に止水材を注入することができる。これにより、本来、型枠7を保持するために用いられる型枠用セパレーターAを止水材の注入用として使用できるため、従来の裏面防水工法のように別途貫通孔を形成する必要がなく、地下壁Cに損傷を与えることを防止でき、かつ止水に掛かるコストを大幅に低減することが可能になる。また、セパレーター跡に加えて別途貫通孔の跡が地下壁Cに形成されることがないため、地下壁Cの美観の低下を招くことも解消できる。   And a water stop material can be inject | poured into the clearance gap between the ground G side and the underground wall C from the front-end | tip 1a side of the cylindrical member 1 by supplying a water stop material to the inner hole H1 of the protection member 4. FIG. Thereby, since the mold separator A that is originally used for holding the mold 7 can be used for injection of the water-stopping material, it is not necessary to form a separate through-hole as in the conventional back surface waterproofing method. It is possible to prevent the underground wall C from being damaged, and to significantly reduce the cost for water stoppage. In addition to the separator marks, there is no separate through-hole mark formed on the underground wall C, so that the appearance of the underground wall C can be reduced.

また、セパレーター芯材2を保護する筒状の保護部材4が具備されていることによって、セパレーター芯材2をコンクリートと非接触状態に保持することができる。これにより、止水材を注入する際に円筒状部材1からセパレーター芯材2を容易に取り外すことができ、保護部材4の内孔H1から円筒状部材1の内孔H2に止水材を供給して、地盤G側と地下壁Cの隙間に止水材を注入することができる。   In addition, since the cylindrical protection member 4 that protects the separator core material 2 is provided, the separator core material 2 can be held in a non-contact state with the concrete. Thereby, when injecting the water-stopping material, the separator core material 2 can be easily removed from the cylindrical member 1, and the water-stopping material is supplied from the inner hole H1 of the protective member 4 to the inner hole H2 of the cylindrical member 1. And a water stop material can be inject | poured into the clearance gap between the ground G side and the underground wall C. FIG.

さらに、止水部材5が設けられていることによって、コンクリートと、円筒状部材1及び保護部材4との間を水みちとして漏水が生じることを防止できる。   Furthermore, by providing the water stop member 5, it is possible to prevent water leakage between the concrete and the cylindrical member 1 and the protection member 4.

また、吐出孔1eが、円筒状部材1の先端1aから後端1cに向けて切り欠かれたスリットとして設けられていることによって、円筒状部材1の内孔H2に供給した止水材をこのスリット1eを通じて確実に外部に吐出させることができ、確実に地盤G側と地下壁Cの隙間に止水材を注入することができる。   Further, since the discharge hole 1e is provided as a slit cut out from the front end 1a of the cylindrical member 1 toward the rear end 1c, the water-stopping material supplied to the inner hole H2 of the cylindrical member 1 can be It can be reliably discharged to the outside through the slit 1e, and the water stop material can be reliably injected into the gap between the ground G side and the underground wall C.

さらに、吐出孔1eが、円筒状部材1の軸線O1中心の周方向に等間隔で6つ(6本)設けられていることによって、地盤G側と地下壁Cの隙間に満遍なく止水材を吐出させることができ、確実にこの隙間を止水材で充填することができる。これにより、漏水を確実に止水させることが可能になる。   Furthermore, by providing six (six) discharge holes 1e at equal intervals in the circumferential direction of the center of the axis O1 of the cylindrical member 1, water-stopping material can be evenly distributed in the gap between the ground G side and the underground wall C. The gap can be surely filled with a water-stopping material. Thereby, it becomes possible to stop water reliably.

また、円筒状部材1の先端1a側にスポンジ(弾性部材)6が取り付けられていることによって、例えば打設したコンクリートが硬化する前の段階で発生するコンクリートノロや、地下水などが円筒状部材1の内孔H2内に流入することを防止でき、円筒状部材1の内孔H2がコンクリートのセメント成分で閉塞したり、円筒状部材1の内孔H2を通じて漏水が誘発することを防止できる。   Further, since the sponge (elastic member) 6 is attached to the tip 1a side of the cylindrical member 1, for example, the concrete member generated in the stage before the placed concrete is hardened, the ground water, or the like is cylindrical member 1. Can be prevented from flowing into the inner hole H2, and the inner hole H2 of the cylindrical member 1 can be blocked by the cement component of the concrete, or water leakage can be prevented from being induced through the inner hole H2 of the cylindrical member 1.

さらに、円筒状部材1とセパレーター芯材2、及びセパレーター芯材2と位置決め部材3aがネジで接続されることによって、各部材の着脱を確実かつ容易に行なうことができる。   Furthermore, the cylindrical member 1 and the separator core material 2, and the separator core material 2 and the positioning member 3a are connected by screws, so that each member can be attached and detached reliably and easily.

また、円筒状部材1の先端1a側に雌ネジ部1fが設けられ、地盤G側に取り付けたスクリュービット10の後端側の雄ネジ部に雌ネジ部1fを螺合させて円筒状部材1が支持されることで、円筒状部材1の設置を容易に行なうことができるとともに、所定の位置に吐出孔1eを配することができる。これにより、吐出孔1eから吐出させた止水材を確実に地盤G側と地下壁Cとの隙間に注入することが可能になる。   The cylindrical member 1 is provided with a female screw portion 1f on the front end 1a side, and the female screw portion 1f is screwed into a male screw portion on the rear end side of the screw bit 10 attached to the ground G side. Is supported, the cylindrical member 1 can be easily installed, and the discharge hole 1e can be disposed at a predetermined position. Thereby, it becomes possible to inject | pour the water stop material discharged from the discharge hole 1e into the clearance gap between the ground G side and the underground wall C reliably.

さらに、保護部材4が塩化ビニル製である場合には、コンクリート中の水分などによって保護部材4に腐食が生じることを防止でき、確実にセパレーター芯材2を保護することができる。また、現場で容易に切断加工を行ないその長さを調整できるため、円筒状部材1を一定長さで形成した場合においても、保護部材4の長さを調整することで、地盤G側と型枠7との隙間、すなわち地下壁Cの壁厚に応じた長さで形成されるセパレーター芯材2を確実に保護することが可能になる。また、保護部材4を鋼製とした場合には、より確実にセパレーター芯材2をコンクリートと非接触状態に保持することができる。   Further, when the protective member 4 is made of vinyl chloride, the protective member 4 can be prevented from being corroded by moisture in the concrete, and the separator core 2 can be reliably protected. In addition, since the length can be easily adjusted by cutting at the site, even when the cylindrical member 1 is formed with a certain length, the length of the protective member 4 can be adjusted to adjust the length of the ground G side and the mold. It becomes possible to reliably protect the separator core 2 formed with a length corresponding to the gap with the frame 7, that is, the wall thickness of the underground wall C. Moreover, when the protection member 4 is made of steel, the separator core 2 can be more reliably held in a non-contact state with concrete.

さらに、セパレーター芯材2の直径が2分5厘であることによって、従来のセパレーターをそのまま転用することができ、ひいては従来使用される例えばPコンなどの位置決め部材3aをそのまま転用することができる。これにより、型枠用セパレーターAを止水材の注入に利用できるように構成した場合においても、大きな位置決め部材3aを要することがなく、セパ孔の補修手間の増大を招くことがない。   Furthermore, when the separator core material 2 has a diameter of 2/5/5 mm, the conventional separator can be used as it is, and as a result, the positioning member 3a such as P-con, which is conventionally used, can be used as it is. Thereby, even when it is configured so that the mold separator A can be used for injecting the water-stopping material, the large positioning member 3a is not required, and the labor for repairing the separation hole is not increased.

以上、本発明に係る型枠用セパレーターAの実施形態について説明したが、本発明は上記の一実施形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。例えば、本実施形態では、型枠用セパレーターAの円筒状部材1が、土留め壁G1のH型鋼G3に取り付けたスクリュービット10に接続されて支持されるものとしたが、土留め壁G1に直接円筒状部材1を取り付けて支持するように構成してもよい。   As mentioned above, although embodiment of the separator A for formwork which concerns on this invention was described, this invention is not limited to said one Embodiment, In the range which does not deviate from the meaning, it can change suitably. For example, in the present embodiment, the cylindrical member 1 of the formwork separator A is connected to and supported by the screw bit 10 attached to the H-shaped steel G3 of the retaining wall G1. The cylindrical member 1 may be directly attached and supported.

また、本実施形態では、円筒状部材1の先端1aに設けられる吐出孔1eがスリットであるものとしたが、例えば図8に示すように、外面から内面に貫通する例えば円形の吐出孔1eであってもよい。さらに、本実施形態では、円筒状部材1の後端1c側にナットを固着して接続部1dが形成されるものとしたが、例えば円筒状部材1の内孔H2内に接続部1dが設けられていてもよく、また、この円筒状部材1の接続部1dとセパレーター芯材2がネジの締結によって着脱可能に接続されるものとしたが、この限りではなく、例えばセパレーター芯材2を接続部1dに嵌合させて互いが着脱可能に接続される構成であってもよいものである。   In the present embodiment, the discharge hole 1e provided at the tip 1a of the cylindrical member 1 is a slit. However, for example, as shown in FIG. 8, the discharge hole 1e penetrates from the outer surface to the inner surface. There may be. Further, in the present embodiment, the nut 1 is fixed to the rear end 1c side of the cylindrical member 1 to form the connecting portion 1d. For example, the connecting portion 1d is provided in the inner hole H2 of the cylindrical member 1. In addition, the connecting portion 1d of the cylindrical member 1 and the separator core material 2 are detachably connected by fastening screws, but this is not restrictive. For example, the separator core material 2 is connected. A configuration may be adopted in which the portions 1d are fitted to each other so as to be detachable.

また、本実施形態では、セパレーター芯材2を保護する保護部材4が設けられているものとしたが、必ずしも保護部材4が具備される必要はなく、地下壁を構築した後に、コンクリートに埋設されたセパレーター芯材2を取り除き、この取り外したセパレーター芯材2により画成されるコンクリートの孔に止水材を供給することによって連通する円筒状部材1の内孔H2に止水材を供給するようにしてもよい。さらに、本実施形態では、保護部材4が塩化ビニル製であるものとしたが、他の材質で保護部材4が形成されてもよい。また、保護部材4に環装されて止水部材5が設けられているものとしたが、この止水部材5は、円筒状部材1に環装されて設けられてもよく、さらに保護部材4と円筒状部材1の両部材にそれぞれ設けられてもよい。さらに、本実施形態では、弾性部材6がスポンジであるものとしたが、例えばゴムなどの他の弾性部材であってもよい。
Moreover, in this embodiment, although the protective member 4 which protects the separator core material 2 shall be provided, the protective member 4 does not necessarily need to be comprised, and it is embed | buried in concrete after constructing an underground wall. The separator core material 2 is removed, and the water-stopping material is supplied to the inner hole H2 of the cylindrical member 1 communicated by supplying the water-stopping material to the concrete hole defined by the removed separator core material 2. It may be. Furthermore, in this embodiment, the protective member 4 is made of vinyl chloride, but the protective member 4 may be formed of other materials. In addition, although the water stop member 5 is provided around the protection member 4, the water stop member 5 may be provided around the cylindrical member 1. And the cylindrical member 1 may be provided on both members . Et al is, in the present embodiment, it is assumed that the elastic member 6 is sponge, may be other elastic member such as rubber.

また、本実施形態では、セパレーター芯材2が2分5厘で形成されているものとしたが、これに限定する必要はない。   Moreover, in this embodiment, although the separator core material 2 shall be formed in 2/2 5 mm, it is not necessary to limit to this.

本発明の一実施形態に係る型枠用セパレーターを示す図である。It is a figure which shows the separator for formwork which concerns on one Embodiment of this invention. 本発明の一実施形態に係る型枠用セパレーターを用いて型枠を設置する際の筒状部及び弾性部材の設置状況を示す図である。It is a figure which shows the installation condition of the cylindrical part and elastic member at the time of installing a formwork using the separator for formwork which concerns on one Embodiment of this invention. 本発明の一実施形態に係る型枠用セパレーターを用いて型枠を設置する際のセパレーター部の設置状況を示す図である。It is a figure which shows the installation condition of the separator part at the time of installing a formwork using the separator for formwork which concerns on one Embodiment of this invention. 本発明の一実施形態に係る型枠用セパレーターを用いて型枠を設置する際の保護部材の設置状況を示す図である。It is a figure which shows the installation condition of the protection member at the time of installing a formwork using the separator for formwork which concerns on one Embodiment of this invention. 本発明の一実施形態に係る型枠用セパレーターを用いて型枠を設置する際の位置決め部材の設置状況を示す図である。It is a figure which shows the installation condition of the positioning member at the time of installing a formwork using the separator for formwork which concerns on one Embodiment of this invention. 本発明の一実施形態に係る型枠用セパレーターを用いて型枠を設置する際の型枠設置状況を示す図である。It is a figure which shows the formwork installation condition at the time of installing a formwork using the separator for formwork which concerns on one Embodiment of this invention. 本発明の一実施形態に係る型枠用セパレーターを利用して止水材を注入する状況を示す図である。It is a figure which shows the condition which inject | pours a water stop material using the separator for formwork which concerns on one Embodiment of this invention. 本発明の一実施形態に係る型枠用セパレーターの変形例を示す図である。It is a figure which shows the modification of the separator for formwork which concerns on one Embodiment of this invention.

符号の説明Explanation of symbols

1 円筒状部材(筒状部)
1a 先端
1b 本体部
1c 後端
1d 接続部
1e 吐出孔
1f 雌ネジ部
1g 雌ネジ部
2 セパレーター芯材(セパレーター部)
2a 雄ネジ部
3 位置決め部
3a 位置決め部材
3b ネジ棒
3c 雌ネジ部
4 保護部材
5 止水部材
6 弾性部材
7 型枠
10 スクリュービット
A 型枠用セパレーター
C 地下壁
G 地盤
G1 土留め壁
G2 壁面
G3 H型鋼(親杭)
O1 軸線

1 Cylindrical member (cylindrical part)
DESCRIPTION OF SYMBOLS 1a Front end 1b Main body part 1c Rear end 1d Connection part 1e Discharge hole 1f Female thread part 1g Female thread part 2 Separator core material (separator part)
2a Male thread part 3 Positioning part 3a Positioning member 3b Screw rod 3c Female thread part 4 Protective member 5 Water stop member 6 Elastic member 7 Mold frame 10 Screw bit A Formwork separator C Basement wall G Ground G1 Earth retaining wall G2 Wall surface G3 H-shape steel (parent pile)
O1 axis

Claims (2)

コンクリート製の地下壁の構築に用いられ、地盤側から任意の間隔で型枠を保持する型枠用セパレーターであって、
先端が前記地盤側に配設される鋼製で略筒状の筒状部と、該筒状部の後端の接続部に一端が着脱可能に接続される棒状のセパレーター部と、セパレーター部の他端側に着脱可能に接続されて前記型枠を保持する位置決め部とを備え、前記筒状部の先端側には、前記地盤側と前記地下壁の間に注入する止水材を吐出するための吐出孔が設けられており、
該吐出孔は、前記筒状部の外面から内面に貫通する貫通孔、もしくは前記筒状部の先端から後端に向けて切り欠かれたスリットであるとともに、前記筒状部の軸線中心の周方向に等間隔で4つ以上設けられており、
前記筒状部の先端から前記位置決め部の先端までの間に環装されて支持されたリング状の止水部材が設けられ、
前記筒状部の先端側には、前記吐出孔からの前記止水材の吐出を可能にしつつ前記筒状部の内部への不純物の流入を阻止する弾性部材が取り付けられており、
前記筒状部の接続部には雌ネジ部が設けられ、前記セパレーター部には、前記一端側及び前記他端側に雄ネジ部が設けられるとともに、前記位置決め部には雌ネジ部が設けられており、前記筒状部と前記セパレーター部、及び前記セパレーター部と前記位置決め部が、それぞれの前記雄ネジ部と前記雌ネジ部が螺合されて着脱可能に接続され、
前記筒状部の先端側に雌ネジ部が設けられ、前記地盤側に取り付けたスクリュービットの後端側の雄ネジ部に前記雌ネジ部が螺合されて前記筒状部が支持されることを特徴とする型枠用セパレーター。
A separator for formwork that is used to construct a concrete underground wall and holds the formwork at an arbitrary interval from the ground side,
A steel-made substantially cylindrical tubular portion whose front end is disposed on the ground side, a rod-like separator portion whose one end is detachably connected to a connecting portion at the rear end of the tubular portion, and the separator portion A positioning portion that is detachably connected to the other end of the tube and holds the formwork, and a water-stopping material that is injected between the ground side and the underground wall is discharged to the distal end side of the tubular portion. discharge holes are provided for,
The discharge hole is a through-hole penetrating from the outer surface to the inner surface of the cylindrical portion, or a slit cut out from the front end to the rear end of the cylindrical portion, and the circumference of the axial center of the cylindrical portion. There are four or more equally spaced in the direction,
A ring-shaped water-stopping member supported by being mounted between the tip of the cylindrical part and the tip of the positioning part is provided;
An elastic member that prevents the inflow of impurities into the cylindrical portion while allowing the water blocking material to be discharged from the discharge hole is attached to the distal end side of the cylindrical portion,
The connecting portion of the tubular portion is provided with a female screw portion, the separator portion is provided with a male screw portion on the one end side and the other end side, and the positioning portion is provided with a female screw portion. The cylindrical part and the separator part, and the separator part and the positioning part are detachably connected by screwing the male screw part and the female screw part,
A female screw portion is provided on the tip side of the cylindrical portion, and the female screw portion is screwed into a male screw portion on the rear end side of the screw bit attached to the ground side to support the cylindrical portion. Formwork separator characterized by
請求項1記載の型枠用セパレーターにおいて、
前記筒状部の後端と前記位置決め部の先端の間に設けられ、前記セパレーター部が挿通されて該セパレーター部を保護する筒状の保護部材が具備されており、
該保護部材は前記筒状部と前記位置決め部との間に挟持されるように設けられ、
前記セパレーター部の外周面と前記保護部材の内面との間には隙間が設けられているとともに、前記保護部材と前記セパレーター部の軸線が略同軸上になるように配されていることを特徴とする型枠用セパレーター。
In the separator for formwork according to claim 1,
A cylindrical protection member is provided between the rear end of the cylindrical portion and the tip of the positioning portion, and the separator portion is inserted therethrough to protect the separator portion ;
The protective member is provided so as to be sandwiched between the cylindrical portion and the positioning portion,
A gap is provided between the outer peripheral surface of the separator part and the inner surface of the protective member, and the protective member and the separator part are arranged so that the axes thereof are substantially coaxial. Formwork separator.
JP2006104060A 2006-04-05 2006-04-05 Formwork separator Expired - Fee Related JP5071836B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006104060A JP5071836B2 (en) 2006-04-05 2006-04-05 Formwork separator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006104060A JP5071836B2 (en) 2006-04-05 2006-04-05 Formwork separator

Publications (2)

Publication Number Publication Date
JP2007277881A JP2007277881A (en) 2007-10-25
JP5071836B2 true JP5071836B2 (en) 2012-11-14

Family

ID=38679591

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006104060A Expired - Fee Related JP5071836B2 (en) 2006-04-05 2006-04-05 Formwork separator

Country Status (1)

Country Link
JP (1) JP5071836B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114232995B (en) * 2021-12-31 2023-05-05 歌山建设集团有限公司 Water stop screw rod assembly and construction method thereof

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0353221U (en) * 1989-09-28 1991-05-23
JPH0791054A (en) * 1993-09-25 1995-04-04 Masato Sugano Length adjusting metal fitting
JP3732902B2 (en) * 1995-09-11 2006-01-11 株式会社竹中工務店 Antivibration structure of underground outer wall and separator used therefor
JP2976292B2 (en) * 1998-04-13 1999-11-10 株式会社大阪防水建設社 Construction method of pre-installed waterproof underground wall and separator device applied to the construction method
JP2000008606A (en) * 1998-06-24 2000-01-11 Chuo Sogyo Kk Assembling method for form
JP3506242B2 (en) * 2001-04-26 2004-03-15 征人 菅野 Co-rotation prevention device

Also Published As

Publication number Publication date
JP2007277881A (en) 2007-10-25

Similar Documents

Publication Publication Date Title
EP2929146B1 (en) Rock anchor bolt
JP6676517B2 (en) Tunnel tarpaulin protection method, drill bit and drill tool used therefor
KR101509480B1 (en) Coupler protecting cap for connecting steeel reinforcement and coupler constructing method using the same
JP6779566B2 (en) Post-construction anchor and its installation structure
JP5071836B2 (en) Formwork separator
JP2007070980A (en) Antiearthquake reinforcing method for masonry wall, and masonry wall reinforcing material used for the reinforcing method
JP2007070952A (en) Lock bolt working method and attachment
JP2007170038A (en) Natural ground reinforcing body and construction method of natural ground reinforcing body
JP6884663B2 (en) Repair / reinforcement method for existing structures
JP3169840B2 (en) Grout pipe mounting device and grout material injection method using it
JP2001193064A (en) Anchoring method for ground anchor
JP5257123B2 (en) Fixing structure of fixture to reinforced concrete and fixing method thereof
JP2009108546A (en) Nut for rockbolt
JP2002194737A (en) Concrete pile and its connection nipple
WO2007095690A1 (en) Stabilising bolt adaptor, grouting injection nut, combined grouting injection nut and stabilising bolt and method for using them
JP2000213053A (en) Existing old pipe regenerating construction method, and timbering device therefor method, and blocking member
CN108343065B (en) Compression-resistant connection structure for secondary splitting grouting and construction method
JP2007057061A (en) Jet gas shutoff method and its device
JP3205546B2 (en) Lock bolt nut
JP3766834B2 (en) Grasping fitting that also serves as a mortar injection pipe for tunnel segments
JPH033673Y2 (en)
JPH112049A (en) Connecting structure of different diameter steel pipes and method for connection
JP2008013931A (en) Water cut-off method of cement-based structure and water cut-off structure used therefor
JP4823042B2 (en) Branch tunnel construction segment
KR101759052B1 (en) Sleeve protecting assembly for structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20081119

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20110830

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20111025

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20120717

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120810

R150 Certificate of patent or registration of utility model

Ref document number: 5071836

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150831

Year of fee payment: 3

LAPS Cancellation because of no payment of annual fees