JPH0679836U - Curing material for construction work - Google Patents

Curing material for construction work

Info

Publication number
JPH0679836U
JPH0679836U JP2748493U JP2748493U JPH0679836U JP H0679836 U JPH0679836 U JP H0679836U JP 2748493 U JP2748493 U JP 2748493U JP 2748493 U JP2748493 U JP 2748493U JP H0679836 U JPH0679836 U JP H0679836U
Authority
JP
Japan
Prior art keywords
curing material
core material
construction work
water
length
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.)
Granted
Application number
JP2748493U
Other languages
Japanese (ja)
Other versions
JP2567722Y2 (en
Inventor
信也 福富
勝紀 出口
Original Assignee
丸井産業株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 丸井産業株式会社 filed Critical 丸井産業株式会社
Priority to JP2748493U priority Critical patent/JP2567722Y2/en
Publication of JPH0679836U publication Critical patent/JPH0679836U/en
Application granted granted Critical
Publication of JP2567722Y2 publication Critical patent/JP2567722Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Sewage (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

(57)【要約】 【目的】 土木工事における例えば暗渠排水管の目詰ま
り防止を低コストで簡易に施工できるにようにする。ま
た、仮設杭などとその周りに打設するコンクリ−ト版と
の縁切りをその仮設杭などの形状、大きさ、寸法に関係
なく自由、かつ任意に施工でき、取扱い、管理の有利性
に秀れ、低コストで、実用状有益な建設工事用養生材を
提供することにある。 【構成】 発泡樹脂をカ−ル状、かつ適宜長さに成形し
た素材を、粘着剤によって弾力状態に絡めて所要の厚
み、幅及び長さに形成した芯材と、その芯材の外周を包
被した透水性シ−トあるいは不透水性シ−トとからな
る。
(57) [Summary] [Purpose] In civil engineering work, for example, to prevent clogging of underdrain drainage pipes at low cost and easily. In addition, the edge of the temporary pile and the concrete plate that is placed around it can be freely and arbitrarily constructed regardless of the shape, size, and dimensions of the temporary pile, which is excellent in handling and management. Therefore, it is to provide a low-cost curing material for construction work which is useful for practical use. [Structure] A core material formed by curling a foamed resin into a curl and having an appropriate length by elastically entwining it with an adhesive to form a desired thickness, width and length, and an outer periphery of the core material. It consists of an encapsulating water-permeable sheet or an impermeable sheet.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

この考案は、土木工事などにおける暗渠排水管の目詰まり防水用、法面などの 排水処理材として、あるいは地下構造物の構築において打込まれる仮設杭とその 周りに打設するコンクリ−ト版との縁切材等として利用するものである。 This invention is intended for the purpose of waterproofing clogging of underdrain drainage pipes in civil engineering, drainage treatment materials such as slopes, or temporary piles driven in the construction of underground structures and concrete plates driven around them. It is used as an edge-cutting material, etc.

【0002】[0002]

【従来の技術】[Prior art]

従来、暗渠排水管の目詰まり防止材としてはプラスチック材をヘチマ状に特殊 加工、成形した芯材の外表面に透水シ−トを巻成したものや、透水性を有した特 殊なパイプ状の芯材の外表面に透水シ−トを巻成したものがある。 また、仮設杭とコンクリ−ト版との縁切材として特公昭62−56296号公報 に掲載されている構築方法が開示、実施されている。 Conventionally, as a material to prevent clogging of underdrain drainage pipes, a plastic material is specially processed into a loofah shape, and a permeable sheet is wound around the outer surface of a molded core material, or a special pipe shape with water permeability. There is one in which a water-permeable sheet is wound on the outer surface of the core material. Further, a construction method disclosed in Japanese Patent Publication No. 62-56296 is disclosed and implemented as an edge cutting material for a temporary pile and a concrete plate.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

上記従来の方法では、目詰まり防止材としての作用、効果はあるが、コスト高 で、経済的に不利である。 また、コンクリ−ト構造物の構築方法に使用する対コンクリ−ト離型部材は、 仮設杭の形状、寸法に対応すべく射出成形した一定形状のもので、仮設杭の形状 、寸法に合わせて数種類の商品が必要となり、製造上においても、管理、取扱上 においても極めて不合理で、経済的にも不利である。 The above-mentioned conventional method has the function and effect as a clogging preventing material, but is costly and economically disadvantageous. In addition, the anti-concrete release member used in the method of constructing the concrete structure is a fixed shape injection-molded to correspond to the shape and size of the temporary pile. It requires several kinds of products, is extremely unreasonable in terms of manufacturing, management and handling, and is economically disadvantageous.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

この考案は上記従来の課題に鑑みなされたもので、その目的は、低コストで提 供すると共に仮設杭などの形状、寸法に任意に対応でき、製造上及び管理、取扱 上においても有利で、しかも簡単な施工で可能な建設工事用養生材を提供するこ とにある。 The present invention has been made in view of the above-mentioned conventional problems, and its purpose is to be provided at a low cost and to be able to arbitrarily cope with the shape and dimensions of temporary piles, etc., which is advantageous in manufacturing, management, and handling. The purpose is to provide a curing material for construction work that can be performed easily.

【0005】 その手段として、発泡ポリスチレン樹脂あるいは発泡ポリエチレン樹脂等をカ −ル状、かつ適宜長さに成形した素材を、粘着材によって弾力状態に絡めて所要 の厚み、幅及び長さに形成した芯材と、その芯材の外周面を包被した透水性シ− トあるいは不透水性シ−トからなることを特徴とする。As a means for this, a material obtained by molding a foamed polystyrene resin, a foamed polyethylene resin, or the like into a curled shape and having an appropriate length is entwined in an elastic state with an adhesive to form a desired thickness, width and length. It is characterized by comprising a core material and a water-permeable sheet or a water-impermeable sheet covering the outer peripheral surface of the core material.

【0006】 上記構造により、暗渠排水管の外周に巻付けて埋め戻すことにより、目詰まり 防止とし、又は仮設杭の外周に沿って巻付けてその周囲に打設するコンクリ−ト 版との縁切りとしての作用が得られ、適度の弾力性によって管やH形鋼などの外 周に巻付け易く、しかも任意な大きさ、形状、寸法のものに自由に対応でき、前 記従来の課題を解消するものである。[0006] With the above structure, it is wrapped around the outer circumference of the underdrain drainage pipe to be backfilled to prevent clogging, or an edge cut with a concrete plate that is wound around the outer circumference of the temporary pile and placed around it. As a result, the appropriate elasticity makes it easy to wind around the outer circumference of a pipe or H-section steel, and it is possible to freely adapt to any size, shape, and size. To do.

【0007】[0007]

【実施例】【Example】

図−1に示す養生材1は、発泡ポリスチレン樹脂あるいは発泡ポリエチレン樹 脂等をカ−ル状、かつ適宜長さに成形した素材2を1粘着剤によって弾力状態に 絡めて所要の厚み(約30mm〜50mm)、幅(約300mm〜500mm) 及び長さ(2m、4mなど)に形成した芯材3と、その芯材3の外周面を包被し た透水性シ−ト4とからなる。 図−2に示す養生材11は、上記と同様にして形成した芯材33と、その芯材 33の外周面を包被した不透水性シ−ト5とからなる。 The curing material 1 shown in FIG. 1 has a required thickness (about 30 mm) obtained by wrapping a material 2 obtained by molding a foamed polystyrene resin or a foamed polyethylene resin into a curl and having an appropriate length with one adhesive in an elastic state. .About.50 mm), width (about 300 mm to 500 mm) and length (2 m, 4 m, etc.), and a water-permeable sheet 4 covering the outer peripheral surface of the core 3. The curing material 11 shown in FIG. 2 comprises a core material 33 formed in the same manner as described above, and a water impermeable sheet 5 covering the outer peripheral surface of the core material 33.

【0008】 この考案による建設工事用養生材は、図−3あるいは図−4ないし図−6に示 すように施工するものである。 図−3は土木工事における暗渠排水管Aを地中に埋設する場合に使用する状態 を示すものである。 養生材1を管Aの外周に巻被して埋戻しBをすることによって養生材1の透水 性シ−ト4を雨水などが透過し、管Aの内部に入り、排水処理ができる。 図−4ないし図−6は建築の基礎工事における仮設杭Cの周りにコンクリ−ト を打設して床版Dを構築する場合に使用する状態を示すものである。 図−4は仮設杭C(H形鋼)の外周に沿って養生材11を巻被してテ−プなど で止めた状態、図−5はコンクリ−トを打設して床版Dを構築した状態、さらに 図−6は仮設杭Cを引抜いてその空洞部(開口部)に別のコンクリ−トdを充填 して塞いだ状態をそれぞれ示す。(養生材11は仮設杭Cの引抜時又はその後に コンクリ−ト面から取外して再使用する事が出来る。)The curing material for construction work according to the present invention is constructed as shown in FIG. 3 or FIG. 4 to FIG. Figure 3 shows the state of using the underdrain drainage pipe A in the earthwork when it is buried in the ground. By wrapping the curing material 1 around the outer periphery of the pipe A and backfilling it with B, rainwater or the like permeates the water-permeable sheet 4 of the curing material 1 and enters the inside of the pipe A for drainage treatment. FIGS. 4 to 6 show a state used when constructing a floor slab D by placing a concrete around the temporary pile C in the foundation work of construction. Fig. 4 shows a state in which the curing material 11 is wrapped around the outer circumference of the temporary pile C (H-shaped steel) and stopped with a tape, etc. FIG. 6 shows a state in which the temporary pile C is pulled out and the hollow portion (opening) is filled with another concrete d to close it. (The curing material 11 can be removed from the concrete surface and reused when the temporary pile C is pulled out or thereafter.)

【0009】[0009]

【考案の効果】[Effect of device]

以上詳細に説明したようにこの考案の建設工事用養生材によれば、従来品に比 べ、低コストで製造でき、特殊な成形技術、設備が必要でなく、経済的にも有利 で、実用上有効である。 また、管あるいはH形鋼などの大きさ、寸法、形状に左右されることなく自由 に、任意に対応でき、取扱い、管理上においても極めて実用的で、効率よく排水 処理ができ、また、仮設杭とコンクリ−ト版との間の縁切効果が期待でき、実用 上有益な建設工事用養生材として提供できるものである。 As described in detail above, the curing material for construction work of the present invention can be manufactured at a lower cost than conventional products, requires no special molding technology and equipment, is economically advantageous, and is practically used. It is very effective. In addition, it is possible to respond freely and freely without being influenced by the size, dimensions, and shape of pipes or H-section steel, etc., it is extremely practical in handling and management, and efficient wastewater treatment is possible. The edge cutting effect between the pile and the concrete plate can be expected, and it can be provided as a practically useful curing material for construction work.

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

【図1】 本考案に係る養生材の一例を示す一部の斜視
図、
1 is a partial perspective view showing an example of a curing material according to the present invention,

【図2】 本考案に係る養生材の他例を示す一部の斜視
図、
FIG. 2 is a partial perspective view showing another example of the curing material according to the present invention,

【第3】 上記一例による養生材の使用状態図、[Third] Usage state diagram of the curing material according to the above example,

【第4】 上記他例による養生材の使用状態を示す一部
の斜視図、
[Fourth] Partial perspective view showing a state of use of the curing material according to the other example,

【第5】 上記他例による養生材の使用状態を示す一部
縦断面図、
[Fifth] Partial vertical cross-sectional view showing a state of use of a curing material according to the above other example,

【第6】 上記他例による養生材の使用状態を示す一部
縦断面図、
[Sixth] Partial vertical cross-sectional view showing a state of use of the curing material according to the above other example,

【符号の説明】[Explanation of symbols]

1.11 養生材 2 素材 3. 芯材 4. 透水シ−ト 5. 不透水シ−ト 1.11 Curing material 2 Material 3. Core material 4. Water-permeable sheet 5. Impermeable sheet

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成5年12月14日[Submission date] December 14, 1993

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】図面の簡単な説明[Name of item to be corrected] Brief description of the drawing

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

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

【図1】 本考案に係る養生材の一例を示す一部の斜視
FIG. 1 is a partial perspective view showing an example of a curing material according to the present invention.

【図2】 本考案に係る養生材の他例を示す一部の斜視
FIG. 2 is a partial perspective view showing another example of the curing material according to the present invention.

【図3】 上記一例による養生材の使用状態図FIG. 3 is a usage state diagram of a curing material according to the above example

【図4】 上記他例による養生材の使用状態を示す一部
の斜視図
FIG. 4 is a partial perspective view showing a usage state of a curing material according to another example.

【図5】 上記他例による養生材の使用状態を示す一部
縦断面図
FIG. 5 is a partial vertical cross-sectional view showing a usage state of a curing material according to another example described above.

【図6】 上記他例による養生材の使用状態を示す一部
縦断面図
FIG. 6 is a partial vertical cross-sectional view showing a usage state of a curing material according to another example described above.

【符号の説明】 1、11 養生材 2 素材 3 芯材 4 透水シート 5 不透水シート[Explanation of symbols] 1, 11 Curing material 2 Material 3 Core material 4 Water permeable sheet 5 Water impermeable sheet

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 発泡ポリスチレン樹脂あるいは発泡ポエ
チレン樹脂等をカ−ル状、かつ適宜長さに成形した素材
を、粘着材によって弾力状態に絡めて所要の厚み、幅及
び長さに形成した芯材と、その芯材の外周面を包被した
透水性シ−トあるいは不透水性シ−トとからなることを
特徴とする建設工事用養生材。
1. A core material formed by curling a foamed polystyrene resin, a foamed polyethylene resin, or the like into a curl and having an appropriate length by elastically entwining it with an adhesive to form a desired thickness, width and length. And a water-permeable sheet or a water-impermeable sheet covering the outer peripheral surface of the core material, a curing material for construction work.
JP2748493U 1993-04-26 1993-04-26 Curing materials for construction work Expired - Lifetime JP2567722Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2748493U JP2567722Y2 (en) 1993-04-26 1993-04-26 Curing materials for construction work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2748493U JP2567722Y2 (en) 1993-04-26 1993-04-26 Curing materials for construction work

Publications (2)

Publication Number Publication Date
JPH0679836U true JPH0679836U (en) 1994-11-08
JP2567722Y2 JP2567722Y2 (en) 1998-04-02

Family

ID=12222411

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2748493U Expired - Lifetime JP2567722Y2 (en) 1993-04-26 1993-04-26 Curing materials for construction work

Country Status (1)

Country Link
JP (1) JP2567722Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104947699A (en) * 2015-05-27 2015-09-30 成都绿迪科技有限公司 Deep foundation pit drainage structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104947699A (en) * 2015-05-27 2015-09-30 成都绿迪科技有限公司 Deep foundation pit drainage structure

Also Published As

Publication number Publication date
JP2567722Y2 (en) 1998-04-02

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