JP5508191B2 - Reinforcing bar support bracket for construction of underground structures - Google Patents

Reinforcing bar support bracket for construction of underground structures Download PDF

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JP5508191B2
JP5508191B2 JP2010183688A JP2010183688A JP5508191B2 JP 5508191 B2 JP5508191 B2 JP 5508191B2 JP 2010183688 A JP2010183688 A JP 2010183688A JP 2010183688 A JP2010183688 A JP 2010183688A JP 5508191 B2 JP5508191 B2 JP 5508191B2
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reinforcing bar
waterproof sheet
hinge
female screw
screw member
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JP2012041726A (en
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哲郎 浜瀬
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株式会社エイチケーエス
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本発明は、トンネル、河川、港湾、又は建築等の工事における地下構造物のコンクリート施工時において、鉄筋を地下構造物の壁面に固定する地下構造物施工用鉄筋支持金具に関する。   The present invention relates to a reinforcing bar support fitting for underground structure construction that fixes a reinforcing bar to a wall surface of an underground structure during construction of an underground structure in construction such as a tunnel, a river, a harbor, or a building.

例えば、トンネル工事においては、地山にトンネルを穿削した後、その内面に、1次覆工コンクリートを吹付けて施工し、次いで、その表面に非通水性の防水シートを、その適所に釘止めすることにより貼設し、その後、防水シートの一部に穿孔し、そこに鉄筋支持金具を位置させ、1次覆工コンクリートより露呈させた支保工に溶接等により固着し、その前方にコンクリート型枠を構築し、次いで、防水シートとコンクリート型枠との間に、2次覆工用のコンクリートを打設していた。   For example, in tunnel construction, after drilling a tunnel in a natural ground, the primary lining concrete is sprayed on the inner surface, and then a water-impervious waterproof sheet is applied to the surface, and a nail is placed in its place. It is attached by fastening, and then a part of the waterproof sheet is perforated, a reinforcing bar support metal fitting is located there, and it is fixed to the supporting work exposed from the primary lining concrete by welding or the like. A mold was constructed, and then a concrete for secondary lining was placed between the waterproof sheet and the concrete mold.

しかし、かかる施工方法では、防水シートの穿孔部分にシール材を介在させても、漏水を充分に防止することは困難であり、地山からの湧水が、2次覆工コンクリート側に浸出し、トンネル内の路面や、コンクリート層へ浸透した湧水の凍結に伴う膨脹によるコンクリート層の破壊等の原因となっている。   However, with such a construction method, it is difficult to sufficiently prevent water leakage even if a sealing material is interposed in the perforated portion of the waterproof sheet, and spring water from the natural ground leaches out to the secondary lining concrete side. This causes the destruction of the concrete layer due to the expansion of the road surface in the tunnel and the spring water that has penetrated into the concrete layer.

そのため、防水シートに穿孔することなく、鉄筋を支持する技術として、支保工にベース金具を溶接し、蝶番状係止部材で吊り鉄筋をベース金具に係止させるようにした技術が提案されている(例えば特許文献1を参照)。   Therefore, as a technique for supporting the reinforcing bars without drilling in the waterproof sheet, a technique has been proposed in which the base metal is welded to the support and the suspended reinforcing bars are locked to the base metal with a hinge-shaped locking member. (For example, refer to Patent Document 1).

特開2000−34899号公報JP 2000-34899 A

特許文献1に記載されている技術によると、防水シートに孔をあけることなく、簡易な作業で、防水シート表面に鉄筋支持金具を取り付けることができるが、以下のような改良すべき点があった。   According to the technique described in Patent Document 1, the reinforcing bar support bracket can be attached to the surface of the waterproof sheet by a simple operation without making a hole in the waterproof sheet. However, there are the following points to be improved. It was.

すなわち、フック状の保持具は、単に蝶番片が曲がらないように、蝶番片に設けた吊り鉄筋支持用の雌ねじ部材に係止させるだけの機能であり、防水シートをベース金具に押え付ける機能は有していなかった。そのため、鉄筋取付金具を施工した後の防水シートがベース金具の前面から浮きやすく、そのため、防水シートによじれを生じやすいという問題があった。また、吊り鉄筋を取り付ける雌ねじ部材として円筒形状のものを用いるため、雌ねじ部材としての特別な部品加工を必要とし、部品加工コストが高価になるという問題もあった。   In other words, the hook-shaped holder is simply a function of locking the female thread member for supporting the rebar provided on the hinge piece so that the hinge piece does not bend, and the function of pressing the waterproof sheet to the base metal fitting is Did not have. Therefore, the waterproof sheet after constructing the reinforcing bar mounting bracket easily floats from the front surface of the base bracket, and therefore, there is a problem that the waterproof sheet is likely to be kinked. In addition, since a cylindrical member is used as a female screw member for attaching a suspended reinforcing bar, there is a problem that a special part processing as a female screw member is required, and a part processing cost becomes expensive.

本発明は、このような課題を解決したもので、防水シートを確実にベース金具に押し付けて固定し、防水シートによじれが生じにくいようにするとともに、雌ねじ部材の部品加工コストの低減をはかった地下構造物施工用鉄筋支持金具を提供することを目的とする。   The present invention solves such problems, and securely presses and fixes the waterproof sheet to the base metal fitting to prevent the waterproof sheet from being kinked, and to reduce the cost of processing parts of the female screw member. An object is to provide a reinforcing bar support metal fitting for underground structure construction.

上記目的を達成するため、請求項1記載の地下構造物施工用鉄筋支持金具は、垂直の基板の両側端を折り返して、互いに内方を向く係止部が形成され、支保工の前面に固定されるベース金具と、前記ベース金具との間に防水シートを位置させた折り曲げ状態から展開状態に展開したとき、前記係止部と基板との間に前記防水シートとともに嵌入される左右1対の蝶番片を備えた蝶番状係止部材と、前記一方の蝶番片の前面に突設され、操作杆を着脱自在に装着する係止ピンと、前記他方の蝶番片の前面に突設され、吊り鉄筋をねじ込むための雌ねじ部材と、前記係止ピンに回転自在に取り付けられ、前記雌ねじ部材に係止されるフック状の保持片とを備えた地下構造物施工用鉄筋支持金具において、前記保持片を、前記係止ピンの定位置で回転するように取り付けて、前記展開状態のとき前記保持片を回転して前記雌ねじ部材に係止させると、前記一対の蝶番片を展開状態に保持する前記保持片が、前記防水シートを前記ベース金具の両係止部の前面に押し付けて保持するようにしたことを特徴とするものである。 In order to achieve the above object, the reinforcing bar support for construction of an underground structure according to claim 1 is formed by engaging both sides of a vertical substrate and forming locking portions facing each other inward and fixed to the front surface of the support work. A pair of left and right parts that are fitted together with the waterproof sheet between the locking portion and the substrate when the waterproof sheet is deployed from the folded state in which the waterproof sheet is positioned between the base metal fitting and the base metal fitting . A hinge-shaped locking member having a hinge piece, a locking pin protruding from the front surface of the one hinge piece, and detachably mounting an operating rod, and protruding from the front surface of the other hinge piece, and the female screw member for screwing, rotatably attached to the locking pin, in underground construction construction reinforcing bar support bracket having a hook-shaped holding piece which is engaged with the female screw member, said holding piece , Turn the locking pin in place The holding piece that holds the pair of hinge pieces in the expanded state is configured such that when the holding piece is rotated and locked to the female screw member in the expanded state, the waterproof sheet is attached to the base metal fitting. This is characterized in that it is pressed against and held on the front surfaces of the two locking portions .

請求項2記載の地下構造物施工用鉄筋支持金具は、請求項1記載の地下構造物施工用鉄筋支持金具であって、前記雌ねじ部材は、角ナットにより構成されていることを特徴とするものである。   A reinforcing bar support fitting for underground structure construction according to claim 2 is a reinforcing bar support fitting for underground structure construction according to claim 1, wherein the female screw member is constituted by a square nut. It is.

本発明によれば、保持片により防水シートをベース金具に押し付けて固定することができ、防水シートによじれが生じにくく、張りを持たせた状態で確実に鉄筋支持金具を取り付けることができる。また、吊り鉄筋取り付け用の雌ねじ部材として角ナットを使用することにより、市販の角ナットを使用することができ、部品加工コストを低減させることができる。   According to the present invention, the waterproof sheet can be pressed and fixed to the base metal fitting by the holding piece, so that the waterproof sheet is less likely to be kinked, and the reinforcing bar support metal fitting can be securely attached in a tensioned state. Moreover, by using a square nut as a female thread member for attaching a suspended reinforcing bar, a commercially available square nut can be used, and the part processing cost can be reduced.

本発明の地下構造物施工用鉄筋支持金具の実施形態を示す前方斜視図である。It is a front perspective view which shows embodiment of the reinforcing bar support bracket for underground structure construction of this invention. 地下構造物施工用鉄筋支持金具による防水シートの取り付け過程を示す平面図である。It is a top view which shows the attachment process of the waterproof sheet by the reinforcing bar support metal fitting for underground structure construction. 示す地下構造物施工用鉄筋支持金具による防水シートの取り付け完了状態を示す平面図である。It is a top view which shows the attachment completion state of the waterproof sheet by the reinforcing bar support metal fitting for underground structure shown.

以下、本発明の実施形態を図面を参照しながら説明する。
図1は、本発明の地下構造物施工用鉄筋支持金具の実施形態を示す前方斜視図である。
本発明の地下構造物施工用鉄筋支持金具(以下、鉄筋支持金具と称する)は、ベース金具10と、蝶番状係止部材20とを備えている。ベース金具10は、方形の基板11の両側端を、前方および内方へ2度直角に屈曲することにより折り返して形成した、対向コ形断面の係止部12、12を両側に有する略C形状である。蝶番状係止部材20は、2枚の方形の蝶番片20a、20bの端縁同士を、上下方向を向く枢軸23をもって枢着したものである。なお、蝶番片20a、20bは、全ての角部で面取りされており、防水シートに当たる部分で防水シートが破れるのを防止するようにしている。
Embodiments of the present invention will be described below with reference to the drawings.
FIG. 1 is a front perspective view showing an embodiment of a reinforcing bar support fitting for underground structure construction according to the present invention.
A reinforcing bar support fitting for underground structure construction according to the present invention (hereinafter referred to as a reinforcing bar support fitting) includes a base fitting 10 and a hinge-shaped locking member 20. The base metal fitting 10 is formed in a substantially C shape having opposing U-shaped cross-section locking portions 12 and 12 on both sides formed by folding both side ends of a square substrate 11 forward and inward at a right angle of 2 degrees. It is. The hinge-shaped locking member 20 is formed by pivotally attaching the end edges of two rectangular hinge pieces 20a, 20b with a pivot 23 that faces in the vertical direction. The hinge pieces 20a and 20b are chamfered at all corners so as to prevent the waterproof sheet from being broken at the portion where it hits the waterproof sheet.

一方の蝶番片20aの前面中央部に係止ピンである支持ピン28が溶接により固着され、他方の蝶番片20bの前面中央に前方を向く雌ねじ部材26が溶接により固着されている。支持ピン28には、正面略フック形状をなす板状の保持片29が回転自在に取り付けられている。保持片29は、支持ピン28に固定された止めリング30により前後の移動が規制されている。すなわち、保持片29は、支持ピン28の定位置で回転するように取り付けられている。 A support pin 28 as a locking pin is fixed to the center of the front surface of one hinge piece 20a by welding, and a female screw member 26 facing forward is fixed to the center of the front surface of the other hinge piece 20b by welding. A plate-shaped holding piece 29 having a substantially hook shape on the front surface is rotatably attached to the support pin 28. Holding piece 29, it moves before and after Ri by the stop ring 30 which is fixed to the support pin 28 is restricted. That is, the holding piece 29 is attached so as to rotate at a fixed position of the support pin 28.

雌ねじ部材26には、全長にわたって雄ねじ25aが切られた吊り鉄筋25がねじ込まれている。また、支持ピン28には円筒状の操作杆24が着脱自在に挿入されている。
なお、吊り鉄筋25をねじ込むための雌ねじ部材26として図示のような角ナット26を用いると、市販の部材が使用でき、雌ねじ部材26として特別な加工部品を使用する必要がないので、その分安価な製品とすることができる。但し、雌ねじ部材26は円筒状のもの、あるいはその他の任意の形状のものでもよい。
The female thread member 26 is screwed with a suspended reinforcing bar 25 having a male thread 25a cut over its entire length. A cylindrical operating rod 24 is detachably inserted into the support pin 28.
If a square nut 26 as shown in the figure is used as the female screw member 26 for screwing the suspension rebar 25, a commercially available member can be used, and it is not necessary to use a special processed part as the female screw member 26. Product. However, the female screw member 26 may have a cylindrical shape or any other shape.

図2は、図1に示す鉄筋支持金具の蝶番状係止部材20をベース金具10に取り付ける途中の状態を示す平面図、図3は、本発明の鉄筋支持金具の使用状態を示す平面図である。   2 is a plan view showing a state in the middle of attaching the hinge-shaped locking member 20 of the reinforcing bar support metal fitting shown in FIG. 1 to the base metal fitting 10, and FIG. 3 is a plan view showing a use state of the reinforcing bar support metal fitting of the present invention. is there.

地山に穿削したトンネルの表面に吹付け施工した1次覆工コンクリート30より露呈する支保工40に、溶接等によりベース金具10を固着する。   The base metal fitting 10 is fixed to the support 40 exposed from the primary lining concrete 30 sprayed onto the surface of the tunnel drilled in the ground by welding or the like.

次いで、防水シート50の一部をベース金具10の前部へ当てた状態で、図2に示すように、蝶番片20a、20bをやや折曲げ状態として、防水シート50の前部に当接させ、操作杆24と吊り鉄筋25を両手で引き寄せることにより、蝶番片20a、20bを平坦状態に広げてベース金具10の係止部12、12へ嵌入させる。次いで、保持片29を回転させて、雌ねじ部材26へ係止させることにより、図3に示すように、保持片29の両端部とベース金具10の前面との間で防水シート50を挟み込み、防水シート50を確実にベース金具10に圧接固定する。このようにして、防水シート50に穿孔することなく容易かつ確実に段取り鉄筋25が取付けされる。   Next, in a state where a part of the waterproof sheet 50 is applied to the front part of the base metal fitting 10, the hinge pieces 20a and 20b are slightly bent as shown in FIG. By pulling the operating rod 24 and the suspension rebar 25 with both hands, the hinge pieces 20a, 20b are spread out into a flat state and fitted into the locking portions 12, 12 of the base metal fitting 10. Next, the holding piece 29 is rotated and locked to the female screw member 26, whereby the waterproof sheet 50 is sandwiched between both ends of the holding piece 29 and the front surface of the base metal fitting 10 as shown in FIG. The sheet 50 is securely pressed and fixed to the base metal fitting 10. In this way, the setup rebar 25 can be attached easily and reliably without perforating the waterproof sheet 50.

次いで、操作杆24を、支持ピン28から取り外し、吊り鉄筋25の先端部を段取り鉄筋60に溶接するか、又は針金もしくは固定金具で留めつけることにより、段取り鉄筋60を吊下げる。   Next, the operation rod 24 is removed from the support pin 28, and the tip of the suspension rebar 25 is welded to the set-up rebar 60, or is fastened with a wire or a fixing bracket, so that the set-up rebar 60 is suspended.

蝶番片20a、20bをベース金具10から取り外す場合は、保持片29を反時計方向に回転させて雌ねじ部材26との係止を解き、操作杆24と吊り鉄筋25を左右に拡開させると、図2に示すように、ベース金具10の蝶番片20a、20bが折曲げ状態となり、容易にベース金具10から取りはずすことができる。   When removing the hinge pieces 20a and 20b from the base metal fitting 10, the holding piece 29 is rotated counterclockwise to unlock the female screw member 26, and the operating rod 24 and the suspension rebar 25 are expanded left and right. As shown in FIG. 2, the hinge pieces 20 a and 20 b of the base metal fitting 10 are bent and can be easily detached from the base metal fitting 10.

なお、図1に示すように、ベース金具10の基板11の上端部および下端部に、前方に突出する位置決め用突起11a、11bを形成しておくことにより、防水シート50を挟んで蝶番状係止部材20をベース金具10に係止させる際に、蝶番片20a、20bの上下の位置決めが容易になり、特に防水シートが不透明の場合に有効である。但し、位置決め用突起11a、11bは設けなくても実施は可能である(図2、図3は位置決め用突起11a、11bを設けていない例である)。   As shown in FIG. 1, positioning protrusions 11 a and 11 b protruding forward are formed on the upper end portion and the lower end portion of the substrate 11 of the base metal fitting 10, so that the hinge-like engagement is sandwiched between the waterproof sheets 50. When the stop member 20 is locked to the base metal fitting 10, the hinge pieces 20a and 20b can be easily positioned vertically, which is particularly effective when the waterproof sheet is opaque. However, the present invention can be implemented without the positioning protrusions 11a and 11b (FIGS. 2 and 3 are examples in which the positioning protrusions 11a and 11b are not provided).

以上のように、本発明の鉄筋支持金具は、保持片29が、蝶番片20a、20bの拡開状態の保持とともに、防水シート50の押さえの機能を持っているので、施工後防水シート50がベース金具10の前面から浮き、よじれを生じるのを防止し、防水シートの張設状態を良好に保つことができる。また、雌ねじ部材26として角ナット26を用いることにより、市販の部材が使用でき、雌ねじ部材26として特別な加工部品を使用する必要がないので、その分安価な製品とすることができる。   As described above, in the reinforcing bar support metal fitting of the present invention, the holding piece 29 has a function of holding the waterproof sheet 50 together with holding the hinge pieces 20a and 20b in an expanded state. It is possible to prevent the base metal fitting 10 from floating and twisting, and to keep the waterproof sheet in a good stretched state. Further, by using the square nut 26 as the female screw member 26, a commercially available member can be used, and it is not necessary to use a special processed part as the female screw member 26, so that the product can be made inexpensively.

10 ベース金具
11 基板
12 係止部
20 蝶番状係止部材
20a、20b 蝶番片
24 操作杆
25 吊り鉄筋
26 雌ねじ部材
28 支持ピン
29 保持片
40 支保工
50 防水シート
DESCRIPTION OF SYMBOLS 10 Base metal fitting 11 Board | substrate 12 Locking part 20 Hinge-shaped locking member 20a, 20b Hinge piece 24 Operation rod 25 Suspension bar 26 Female screw member 28 Support pin 29 Holding piece 40 Supporting work 50 Waterproof sheet

Claims (2)

垂直の基板の両側端を折り返して、互いに内方を向く係止部が形成され、支保工の前面に固定されるベース金具と、前記ベース金具との間に防水シートを位置させた折り曲げ状態から展開状態に展開したとき、前記係止部と基板との間に前記防水シートとともに嵌入される左右1対の蝶番片を備えた蝶番状係止部材と、前記一方の蝶番片の前面に突設され、操作杆を着脱自在に装着する係止ピンと、前記他方の蝶番片の前面に突設され、吊り鉄筋をねじ込むための雌ねじ部材と、前記係止ピンに回転自在に取り付けられ、前記雌ねじ部材に係止されるフック状の保持片とを備えた地下構造物施工用鉄筋支持金具において、
前記保持片を、前記係止ピンの定位置で回転するように取り付けて、
前記展開状態のとき前記保持片を回転して前記雌ねじ部材に係止させると、前記一対の蝶番片を展開状態に保持する前記保持片が、前記防水シートを前記ベース金具の両係止部の前面に押し付けて保持するようにしたことを特徴とする地下構造物施工用鉄筋支持金具。
From the folded state in which the both sides of the vertical board are folded back and the inward locking portions are formed, the base bracket fixed to the front surface of the support work, and the waterproof sheet is positioned between the base bracket A hinge-shaped locking member having a pair of left and right hinge pieces inserted together with the waterproof sheet between the locking portion and the substrate when deployed in a deployed state, and protruding on the front surface of the one hinge piece A locking pin for detachably attaching the operating rod, a female screw member projecting on the front surface of the other hinge piece, and screwing a suspension rebar, and being rotatably attached to the locking pin, the female screw member Reinforcing bar support bracket for construction of underground structure with hook-shaped holding piece locked to
Attach the holding piece to rotate at a fixed position of the locking pin,
When the holding piece is rotated and locked to the female screw member in the unfolded state, the holding piece for holding the pair of hinge pieces in the unfolded state causes the waterproof sheet to be attached to both locking portions of the base metal fitting. Reinforcing bar support bracket for construction of underground structures, characterized in that it is pressed against the front and held .
前記雌ねじ部材は、角ナットにより構成されていることを特徴とする請求項1記載の地下構造物施工用鉄筋支持金具。   The rebar support metal fitting for underground structure construction according to claim 1, wherein the female screw member is constituted by a square nut.
JP2010183688A 2010-08-19 2010-08-19 Reinforcing bar support bracket for construction of underground structures Active JP5508191B2 (en)

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JP2012041726A JP2012041726A (en) 2012-03-01
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JP2016160583A (en) * 2015-02-27 2016-09-05 株式会社粂田鉄筋工業所 Reinforcing bar fastener used in water-tight tunnel construction
JP7016587B2 (en) * 2018-06-18 2022-02-07 株式会社トーキンオール Reinforcing bar support bracket

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JP2671430B2 (en) * 1988-09-13 1997-10-29 藤森工業株式会社 Fixing structure between tarpaulin and hanging rebar
JP2550212Y2 (en) * 1993-12-24 1997-10-08 東洋物産株式会社 Reinforcing metal fittings for tunnels
JP3590458B2 (en) * 1995-06-20 2004-11-17 株式会社エイチケーエス Reinforcing bars for tunnels
JP2000034899A (en) * 1998-07-17 2000-02-02 Hokkosha:Kk Reinforcement support fitting for executing underground structure
JP2002021495A (en) * 2000-07-06 2002-01-23 Kanazawa Seisakusho:Kk Attaching method and construction for waterproof sheet for tunnel

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