JP2937770B2 - Spacer for core material of cast-in-place pile - Google Patents

Spacer for core material of cast-in-place pile

Info

Publication number
JP2937770B2
JP2937770B2 JP6244019A JP24401994A JP2937770B2 JP 2937770 B2 JP2937770 B2 JP 2937770B2 JP 6244019 A JP6244019 A JP 6244019A JP 24401994 A JP24401994 A JP 24401994A JP 2937770 B2 JP2937770 B2 JP 2937770B2
Authority
JP
Japan
Prior art keywords
spacer
core
cast
place pile
shaped
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 - Lifetime
Application number
JP6244019A
Other languages
Japanese (ja)
Other versions
JPH08105044A (en
Inventor
力 内海
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.)
SANWA SEISAKUSHO JUGEN
Original Assignee
SANWA SEISAKUSHO JUGEN
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 SANWA SEISAKUSHO JUGEN filed Critical SANWA SEISAKUSHO JUGEN
Priority to JP6244019A priority Critical patent/JP2937770B2/en
Publication of JPH08105044A publication Critical patent/JPH08105044A/en
Application granted granted Critical
Publication of JP2937770B2 publication Critical patent/JP2937770B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/20Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
    • E04C5/208Spacers especially adapted for cylindrical reinforcing cages

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)
  • Reinforcement Elements For Buildings (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、鉄筋篭等の芯材を、
削孔内へ挿入する、場所打ち杭に於ける芯材用スペーサ
に関するものである。
BACKGROUND OF THE INVENTION The present invention relates to a core material such as a steel cage,
The present invention relates to a core spacer for a cast-in-place pile inserted into a drilled hole.

【0002】[0002]

【従来の技術】従来は、図4(a)(b)(c)に示す
ように、スペーサの両端はいずれも芯材に溶接して取着
するようになっており、溶接設備を必要とし取着に手間
がかかった。
2. Description of the Related Art Conventionally, as shown in FIGS. 4 (a), 4 (b), and 4 (c), both ends of a spacer are welded and attached to a core material. Installation took time.

【0003】[0003]

【発明が解決しようとする課題】場所打ち杭に於て、補
強のため削孔内に鉄筋篭等の芯材を挿入するが、所要の
耐火性、耐久性、構造耐力を得るため一定の、かぶりを
確保しなければならない。そのため芯材の外周に、スペ
ーサを取りつけるが、両端溶接構造で取り扱いが面倒で
ある上、芯材が調質鋼のような場合、溶接熱によって、
その特性を損なう虞れがあった。
In a cast-in-place pile, a core material such as a reinforced cage is inserted into a drilled hole for reinforcement. However, in order to obtain a required fire resistance, durability, and structural strength, a certain strength is required. Fog must be secured. For this reason, spacers are attached to the outer periphery of the core material, but handling is troublesome due to the welded structure at both ends, and when the core material is made of tempered steel,
There is a possibility that the characteristics may be impaired.

【0004】この発明は、溶接によらず簡単に芯材に取
着出来るよう考案されたものである。
The present invention has been devised so that it can be easily attached to a core material without using welding.

【0005】[0005]

【課題を解決するための手段】請求項1は、帯状板材を
山形に曲げてなる膨出部と、該帯状板材の両端に、場所
打ち杭の心材を構成する横材に係止するための、膨出部
の内側に向かって折り曲げたU字状部とからなり、前記
U字状部の少なくも一方に、杭の芯材を構成する横材を
挟持するための、ボルトを膨出部の外側から螺合してな
ることを特徴とする場所打ち杭の芯材用スペーサであ
る。
According to the first aspect of the present invention, there is provided a swollen portion formed by bending a strip-shaped plate into a mountain shape, and a space at both ends of the strip-shaped plate.
A bulge for locking to the crosspiece that constitutes the core of the pile
Consisting of a U-shaped part bent toward the inside of the
At least one of the U-shaped parts should have a cross member that forms the core of the pile.
Do not screw the bolt to pinch it from outside the bulge.
A cast-in-place core spacer piles characterized by Rukoto.

【0006】請求項2は、帯状板材を山形に曲げてなる
膨出部と、該帯状板材の両端に、場所打ち杭の心材を構
成する縦材に係止するための、膨出部の横側に向かって
開口するコ字状部とからなり、前記コ字状部の少なくも
一方に、杭の芯材を構成する縦材を挟持するための、ボ
ルトを膨出部の上側から螺合してなることを特徴とする
場所打ち杭の芯材用スペーサである。
According to a second aspect of the present invention, there is provided a bulge formed by bending a band-shaped plate into a mountain shape , and a core member of a cast-in-place pile at both ends of the band-shaped plate.
To the side of the bulge to lock to the formed vertical member
It comprises a U-shaped portion that opens, and at least the U-shaped portion
On the other hand, a bobbin for holding the vertical member that constitutes the core of the pile
It is a spacer for a core material of a cast-in-place pile, which is formed by screwing a bolt from above the bulging portion .

【0007】[0007]

【実施例】図1に、この発明のスペーサの例を示す。
(a)は、帯鋼板を山形に曲げ両端にU溝を構成し該U
溝の一端の上部にナット2を溶接しボルト2’を螺合し
たものである。ナットは両端のU溝部に溶接する場合も
ある。(b)は、前記山形に曲げた帯鋼板の両端に該山
形を立てた時コ字状の溝を形成し、該コ字状の上部に雌
ねじを形成するか、又はナット2を溶接しボルト2’を
螺合したものの例である。雌ねじの形成は一端のみの場
合もある。
FIG. 1 shows an example of a spacer according to the present invention.
(A) is to form a U-shaped groove at both ends by bending a steel strip in a chevron shape.
The nut 2 is welded to the upper part of one end of the groove, and the bolt 2 'is screwed. The nut may be welded to the U-grooves at both ends. (B) is to form a U-shaped groove at both ends of the strip-shaped steel plate bent into an angle, and to form a female screw at the upper part of the U-shape, or to weld the nut 2 to the bolt. This is an example in which 2 'is screwed. The internal thread may be formed only at one end.

【0008】以下図面に従って実施態様を説明する。図
2は、スペーサの取付状態の詳細図である。図2(a)
は、削孔に挿入した縦筋5と螺線筋4からなる篭状芯材
3の螺線筋4にスペーサ1のU溝部の一端を係止し、他
方で下位の螺線筋4を挟持してスリーブ6とのスペース
を確保しながら挟持した螺線筋をボルト2’で挟締す
る。その全体の実施態様の一例を図3(a)に示す。ス
ペーサ1は鉄筋篭状芯材3の上下外周を均等に周回して
使用する。螺線筋の代わりにフープ筋4’の場合でもよ
い。
An embodiment will be described below with reference to the drawings. FIG. 2 is a detailed view of the mounting state of the spacer. FIG. 2 (a)
It is to lock the inserted vertical line 5 and cage-like core member 3 of the spiral muscle 4 in the spacer 1 U end of the groove comprising a spiral muscle 4 in drilling, pinching the lower spiral muscle 4 on the other hand Then, while holding the space with the sleeve 6, the held helical muscle is clamped with the bolt 2 '. An example of the entire embodiment is shown in FIG. The spacer 1 is used by evenly circling the upper and lower outer peripheries of the reinforced cage core 3. The hoop muscle 4 'may be used instead of the spiral muscle.

【0009】図2(b)は、スペーサ1’の上下のコ字
の溝に、縦筋5を挟持し惻面からボルト2’で縦筋5
を挟締して、スペーサ6とのスペースを確保する。全体
の実施態様の一例を3(b)に示す。なお、スペーサ
1’は鉄筋篭状芯材の上下外周を均等に周回して使用す
る。
FIG. 2B shows the upper and lower U-shape of the spacer 1 ′.
The vertical streak 5 is sandwiched in the groove of the shape , and the bolt 2 '
To secure a space with the spacer 6. An example of the entire embodiment is shown in FIG. In addition, the spacer 1 'is used by evenly circling the upper and lower outer peripheries of the reinforced cage core material.

【発明の効果】この発明の、スペーサ1、1’では、溶
接作業がなくボルト2’を圧締するだけで溶接設備がな
くても取着出来るため取り扱いが簡便な上、溶接熱によ
る調質鋼等の特性変化がない。
According to the present invention, the spacers 1 and 1 'can be attached without the need for welding equipment by simply pressing the bolt 2' without welding work, so that the handling is simple and the heat treatment is performed by welding heat. There is no change in properties such as steel.

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

【図1】(a)は、請求項1の発明のスペーサの一例を
示す図である。 (b)は、請求項2の発明のスペーサの一例を示す図で
ある。
FIG. 1A shows an example of a spacer according to the first aspect of the present invention.
FIG. (B) is a diagram showing an example of the spacer of the invention of claim 2;
is there.

【図2】(a)は、図1(a)の実施例の詳細図であ
る。 (b)は、図1(b)の実施例の詳細図である。
FIG. 2 (a) is a detailed view of the embodiment of FIG. 1 (a). (B) is a detailed view of the embodiment of FIG. 1 (b).

【図3】(a)は、図1(a)の実施態様の全体図であ
る (b)は、図1(b)の実施態様の全体図である (c)は、図2(a)の上面図である。
3 (a) is an overall view of the embodiment of FIG. 1 (a), (b) is an overall view of the embodiment of FIG. 1 (b), (c) is FIG. 2 (a) FIG.

【図4】(a)、(b)、(c)とも従来のスペーサの
例である。
FIGS. 4A, 4B, and 4C are examples of a conventional spacer.

【符号の説明】[Explanation of symbols]

1・・・スペーサ、1’・・・スペーサ、2・・・ナッ
ト、2’・・・ボルト、3・・・鉄筋篭、4・・・螺線
筋、4’・・・フープ筋、5・・・縦筋、6・・・スリ
ーブ、7・・・補強筋
DESCRIPTION OF SYMBOLS 1 ... Spacer, 1 '... Spacer, 2 ... Nut, 2' ... Bolt, 3 ... Reinforcing cage, 4 ... Spiral bar, 4 '... Hoop bar, 5 ... vertical bars, 6 ... sleeves, 7 ... reinforcement bars

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 帯状板材を山形に曲げてなる膨出部と、
該帯状板材の両端に、場所打ち杭の心材を構成する横材
に係止するための、膨出部の内側に向かって折り曲げた
U字状部とからなり、前記U字状部の少なくも一方に、
杭の芯材を構成する横材を挟持するための、ボルトを膨
出部の外側から螺合してなることを特徴とする場所打ち
杭の芯材用スペーサ。
A swollen portion formed by bending a band-shaped plate material into a mountain shape;
At both ends of the band-shaped plate, cross members constituting the core of the cast-in-place pile
Bent toward the inside of the bulge to lock
A U-shaped part, at least one of the U-shaped parts,
Expand the bolts to hold the cross members that constitute the core of the pile.
A core spacer for a cast-in-place pile, which is screwed from the outside of the protrusion .
【請求項2】 帯状板材を山形に曲げてなる膨出部と、
該帯状板材の両端に、場所打ち杭の心材を構成する縦材
に係止するための、膨出部の横側に向かって開口するコ
字状部とからなり、前記コ字状部の少なくも一方に、杭
の芯材を構成する縦材を挟持するための、ボルトを膨出
部の上側から螺合してなることを特徴とする場所打ち杭
の芯材用スペーサ。
2. A bulge formed by bending a band-shaped plate into an angle,
A longitudinal member constituting a core of a cast-in-place pile at both ends of the band-shaped plate member
To open to the side of the bulge
And at least one of the U-shaped portions,
Bulging bolts to hold the vertical members of the core material
A spacer for a core of a cast-in-place pile, which is screwed from above the part .
JP6244019A 1994-10-07 1994-10-07 Spacer for core material of cast-in-place pile Expired - Lifetime JP2937770B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6244019A JP2937770B2 (en) 1994-10-07 1994-10-07 Spacer for core material of cast-in-place pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6244019A JP2937770B2 (en) 1994-10-07 1994-10-07 Spacer for core material of cast-in-place pile

Publications (2)

Publication Number Publication Date
JPH08105044A JPH08105044A (en) 1996-04-23
JP2937770B2 true JP2937770B2 (en) 1999-08-23

Family

ID=17112505

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6244019A Expired - Lifetime JP2937770B2 (en) 1994-10-07 1994-10-07 Spacer for core material of cast-in-place pile

Country Status (1)

Country Link
JP (1) JP2937770B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002129552A (en) * 2000-10-23 2002-05-09 Taiyo Kiso Kk Spacer for cage
GB2464935A (en) * 2008-10-29 2010-05-05 William Winter Prefabricated plastic shuttering complete with steel reinforcement
PT3835488T (en) * 2018-08-09 2023-04-14 Asc Grupo Ersi S L U System with markers for placing a retaining pile with asymmetrical reinforcement and method for using same

Also Published As

Publication number Publication date
JPH08105044A (en) 1996-04-23

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