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JPH0786220B2 - Method for embedding reinforcing steel cage in soft ground and jig for embedding reinforcing steel cage - Google Patents
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JPH0786220B2 - Method for embedding reinforcing steel cage in soft ground and jig for embedding reinforcing steel cage - Google Patents

Method for embedding reinforcing steel cage in soft ground and jig for embedding reinforcing steel cage

Info

Publication number
JPH0786220B2
JPH0786220B2 JP2315649A JP31564990A JPH0786220B2 JP H0786220 B2 JPH0786220 B2 JP H0786220B2 JP 2315649 A JP2315649 A JP 2315649A JP 31564990 A JP31564990 A JP 31564990A JP H0786220 B2 JPH0786220 B2 JP H0786220B2
Authority
JP
Japan
Prior art keywords
reinforcing bar
cage
jig
ground
car
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
JP2315649A
Other languages
Japanese (ja)
Other versions
JPH04185811A (en
Inventor
庄之助 力武
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP2315649A priority Critical patent/JPH0786220B2/en
Publication of JPH04185811A publication Critical patent/JPH04185811A/en
Publication of JPH0786220B2 publication Critical patent/JPH0786220B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、軟弱地盤の地盤改良に際し、固化前の地盤
中に鉄筋かごを埋設する軟弱地盤中に鉄筋かごを埋設す
る方法及び鉄筋かご埋設治具に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a method for burying a reinforcing steel cage in soft ground and a method for burying a reinforcing steel cage in soft ground when improving the ground Regarding jigs.

〔従来の技術〕[Conventional technology]

近年の地価高騰にともない、海岸沿等を埋め立てること
により造成された軟弱地盤地域も建設用地として広く利
用されてきている。
Along with the recent rise in land prices, soft ground areas created by land reclamation along the coast have been widely used as construction sites.

このような地域に建物の建設を計画する場合、設計上の
配慮として建物の根入れを深くしたり、地下室を設ける
等して一応の地盤対策は講じられているが、最近では、
地盤を掘削し、かつ、その中に土質安定材を注入しつつ
掘削土と土質安定材とを撹拌混合して地盤中に改良コラ
ム若しくは地中連続壁を造成することにより積極的に地
盤改良する方法も行われている。また、支持強度を高め
るために地盤中に鉄筋かごを埋設する方法も行われてい
る。
When planning the construction of a building in such an area, some ground countermeasures have been taken, such as deepening the root of the building and providing a basement as a design consideration, but recently,
Actively improve the ground by excavating the ground and injecting the soil stabilizing material into the ground while stirring and mixing the excavated soil and the soil stabilizing material to create an improved column or underground continuous wall in the ground. The method is also done. In addition, a method of burying a reinforcing steel cage in the ground is also used to increase the supporting strength.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

しかし、地盤中に鉄筋かごを埋設して地盤の支持強度を
高める際に、鉄筋かごは相当深く埋設する必要があり、
このため、単に上から強く押し込んだだけでは周辺地盤
の抵抗が大きくて思うように埋設できない等の課題があ
った。
However, when embedding a reinforcing bar cage in the ground to increase the bearing strength of the ground, the reinforcing bar cage must be buried considerably deeply.
For this reason, there is a problem in that it cannot be buried as expected due to the large resistance of the surrounding ground by simply pushing it in from above.

また、鉄筋かごが途中で傾いたりして垂直に埋め込むこ
とができない場合もあり、鉄筋かごを充分に活用できな
い等の課題があった。
In addition, there are cases in which the reinforcing steel basket cannot be embedded vertically due to tilting in the middle, and there is a problem that the reinforcing steel basket cannot be fully utilized.

さらに、多くの場合、数多くの鉄筋かごを埋設する必要
があるので、単に上から強く押し込むだけの方法では施
工性も劣る等の課題があった。
Further, in many cases, it is necessary to bury a large number of rebar cages, so there is a problem in that the workability is inferior if the method is simply pushed in from above.

この発明は、以上の課題を解決するためになされたもの
で、軟弱地盤中に鉄筋かごを確実に埋め込むことを可能
にした軟弱地盤に鉄筋かごを埋設する方法、鉄筋かご押
し込み治具及び鉄筋かご建て込み治具を提供することを
目的とする。
The present invention has been made to solve the above problems, a method for embedding a reinforcing bar car in soft ground that has made it possible to reliably embed a reinforcing bar car in soft ground, a reinforcing bar car pushing jig and a reinforcing bar car. The purpose is to provide a building jig.

〔課題を解決する為の手段〕[Means for solving the problem]

この発明に係る請求項第1項記載の軟弱地盤に鉄筋かご
を埋設する方法は、筒状に形成され、地盤中に立設さ
れ、かつ、鉄筋かごが建て込まれる第二の鉄筋かご埋設
治具と、地盤中に埋設される鉄筋かごに建て込まれ、前
記鉄筋かごとともに地盤中に押し込まれる第一の鉄筋か
ご埋設治具とを備え、前記第二の鉄筋かご埋設治具を地
盤中に立設し、次に、この第二の鉄筋かご埋設治具に前
記鉄筋かごを建て込み、次に、前記鉄筋かごに前記第一
の鉄筋かご埋設治具を建て込み、次に、前記鉄筋かごを
前記第一の鉄筋かご埋設治具とともに前記第二の鉄筋か
ご埋設治具より引き抜き、次に、前記鉄筋かごを前記第
一の鉄筋かご埋設治具によって軟弱地盤中に押し込み、
次に、前記鉄筋かごを前記軟弱地盤中に残して前記第一
の鉄筋かご埋設治具を引き抜くことを特徴とする。
A method of embedding a reinforcing bar car in soft ground according to claim 1 according to the present invention is a second reinforcing bar car embedding cure which is formed in a tubular shape and is erected in the ground and in which the reinforcing bar car is built. And a first reinforcing bar cage burying jig that is built into the reinforcing bar cage embedded in the ground and is pushed into the ground together with the reinforcing bar cage, and the second reinforcing bar cage burying jig in the ground. Stand up, then build the rebar cage in the second rebar cage embedding jig, then build the first rebar cage embedding jig in the rebar cage, then the rebar cage Is pulled out from the second reinforcing bar cage embedding jig together with the first reinforcing bar cage embedding jig, then the reinforcing bar cage is pushed into the soft ground by the first reinforcing bar cage embedding jig,
Next, the first reinforcing bar cage burying jig is pulled out while leaving the reinforcing bar cage in the soft ground.

この発明に係る請求項第2項記載の第一の鉄筋かご埋設
治具は、鉄筋かごに、その全長にわたって挿入される軸
部と、この軸部の下端部に突設され、前記鉄筋かごの下
端部に配筋された底部鉄筋を下方に押し付ける押し込み
部と、前記軸部の上端部に突設され、把持される把持部
と、前記軸部の中間部に突設され、前記鉄筋かごを保持
する鉄筋かご保持部とを備えてなることを特徴とする。
According to a second aspect of the present invention, there is provided a first reinforcing bar cage burying jig, wherein a shaft section to be inserted into the reinforcing bar cage over the entire length thereof and a lower end section of the shaft section protruding from the shaft section. A push-in portion that presses the bottom reinforcing bar arranged at the lower end downward, a gripping portion that projects from the upper end of the shaft portion and is gripped, and a protruding portion at the middle portion of the shaft portion that projects the reinforcing bar cage. It is characterized by comprising a reinforcing bar cage holding section.

この発明に係る請求項第3項記載の第一の鉄筋かご埋設
治具は、鉄筋かごに、その全長にわたって挿入され、前
記鉄筋かごの下端部に配筋された底部鉄筋を下方に押し
付ける軸部と、この軸部の上端部に突設され、把持され
る把持部とを備えてなることを特徴とする。
A first reinforcing bar cage burying jig according to a third aspect of the present invention is a shaft section that is inserted into a reinforcing bar cage over its entire length and presses a bottom reinforcing bar arranged at the lower end of the reinforcing bar cage downward. And a grip portion that is provided so as to project from the upper end portion of the shaft portion and is gripped.

この発明に係る請求項第4項記載の第二の鉄筋かご埋設
治具は、鉄筋かごを建て込めるように円形断面の筒状に
形成され、下端部が円錐形状に形成され、下端部にビッ
トが突設され、かつ、外周部に雄ねじ部が形成されてな
ることを特徴とする。
A second reinforcing bar car burying jig according to a fourth aspect of the present invention is formed in a tubular shape with a circular cross section so that a reinforcing bar car can be built in, a lower end portion is formed in a conical shape, and a bit is formed at the lower end portion. And a male screw portion is formed on the outer peripheral portion.

〔実施例〕〔Example〕

第1図は、この発明に係る請求項第2項記載の第一の鉄
筋かご埋設治具(以下「第一治具1」という)の一実施
例を示し、特に粘土質地盤等の粘性度の高い軟弱地盤に
使用される。
FIG. 1 shows an embodiment of a first reinforcing bar cage burying jig (hereinafter referred to as “first jig 1”) according to claim 2 of the present invention, and particularly the viscosity of clay ground. Used for high and soft ground.

その構成を説明すると、第一治具1は鉄筋かごAの全長
にわたって挿入される軸部2の下端部に、鉄筋かごAの
底部に配筋された底部鉄筋Bを下方に押し付ける押し込
み部3を形成し、上端部にバイブレーター(図省略)等
によって把持される把持部4を形成し、かつ、中間部に
鉄筋かごAを保持する鉄筋かご保持部5を形成すること
により、鉄筋かごAの中に挿入可能な径に構成されてい
る。
Explaining the configuration, the first jig 1 has a push-in portion 3 at the lower end portion of a shaft portion 2 which is inserted over the entire length of the reinforcing bar car A and which pushes a bottom reinforcing bar B arranged at the bottom of the reinforcing bar car A downward. By forming a gripping part 4 formed by a vibrator (not shown) at the upper end part and forming a reinforcing bar car holding part 5 for holding the reinforcing bar car A in the middle part, the inside of the reinforcing bar car A It has a diameter that can be inserted into.

軸部2は小断面のH形鋼より形成されているが、必ずし
もH形鋼による必要はなく、溝形鋼、或いは円形若しく
は矩形断面の鋼管より形成されてもよい。
The shaft portion 2 is formed of an H-section steel having a small cross section, but it is not necessarily made of the H-section steel, and may be formed of a channel steel or a steel pipe having a circular or rectangular cross section.

なお、軸部2を鋼管より形成する場合には、中に土が入
り込まないように下端部が完全に閉塞されている。
When the shaft portion 2 is formed of a steel pipe, the lower end portion is completely closed so that soil does not enter inside.

押し込み部3は軸部2の下端部に複数枚のプレート3a,3
aを十文字に溶接することにより形成されている。
The push-in part 3 has a plurality of plates 3a, 3 at the lower end of the shaft part 2.
It is formed by welding a to a cross.

また、把持部4は治具本体を吊り上げたり、或いは治具
全体に振動を与えて鉄筋かごAと共に地盤中に押し込む
際に、バイブレーター(図省略)等によって把持される
部分であり、矩形板状のプレートを軸部2の上端部に溶
接することにより形成されている。
Further, the grip portion 4 is a portion that is gripped by a vibrator (not shown) when the jig body is lifted or when the jig is vibrated and pushed into the ground together with the rebar cage A. Is formed by welding the plate of FIG.

さらに、鉄筋かご保持部5は鉄筋かごAを地盤中に押し
込んで埋め込む際に、鉄筋かごAが傾いたりしないよう
に鉄筋かごAを垂直に保持するためのものであり、円形
に形成された金属製リングを軸部2の中間部に溶接する
ことにより形成されている。
Further, the reinforcing bar car holding portion 5 is for holding the reinforcing bar car A vertically so as to prevent the reinforcing bar car A from tilting when the reinforcing bar car A is pushed into the ground and embedded, and is formed of a circular metal. It is formed by welding a ring made of aluminum to the intermediate portion of the shaft 2.

なお、鉄筋かご保持部5は1個だけでなく2個乃至複数
個を、軸部2の長手方向に一定間隔おきに取り付けるこ
とによってその効果をさらに高めることができる。
The effect can be further enhanced by attaching not only one but also two or more reinforcing bar cage holding portions 5 at regular intervals in the longitudinal direction of the shaft portion 2.

また、軸部2を一本ものとしないで複数部分からなる連
結式の組み立て式とし、また、鉄筋かご保持部5も固定
式としないで径の異なるものを自由に交換できるような
着脱式とすれば、一つの治具で鉄筋かごAの長いものや
短いもの、或いは径の太いものや細いものといったあら
ゆる鉄筋かごAの埋設に使用することができる。
In addition, the shaft portion 2 is not a single piece and is a connection type assembly type having a plurality of parts, and the reinforcing bar car holding portion 5 is not a fixed type and is detachable so that different diameters can be freely exchanged. By doing so, one jig can be used for burying all the reinforcing bar cages A, such as long or short bars, or thick or thin bars.

なお、第2図に図示する鉄筋かご埋設治具は、砂地盤等
の粘性度の比較的小さい地盤に使用されるもので、その
構成を説明すると、軸部6の側面部に前記押し込み部3
と同様の押し込み部7,7を突設し、上端部に前記把持部
4と同様の把持部9を突設することにより構成されてい
る。
The jig for burying the reinforcing steel cage shown in FIG. 2 is used for a ground having a relatively low viscosity such as sand ground. To describe the configuration, the pushing portion 3 is provided on the side surface of the shaft portion 6.
It is configured by projecting push-in portions 7, 7 similar to the above, and projecting a grip portion 9 similar to the grip portion 4 at the upper end portion.

軸部6は鉄筋かごAの径より一回り細い円形断面の鋼管
より形成され、その下端部は土が詰まっても容易に出易
いように開放されている。
The shaft portion 6 is formed of a steel pipe having a circular cross section slightly smaller than the diameter of the reinforcing steel cage A, and the lower end portion thereof is open so that it can easily come out even if soil is clogged.

押し込み部7は鉄筋かごAの主筋a,aの上端部を上から
下に押し付けるためのものであり、主筋aを挿入可能な
鋼管パイプを軸部6の側面部に溶接することより形成さ
れている。
The push-in portion 7 is for pushing the upper ends of the main bars a, a of the reinforcing bar cage A from top to bottom, and is formed by welding a steel pipe pipe into which the main bar a can be inserted to the side surface of the shaft section 6. There is.

また、押し込み部7としての鋼管パイプは軸部6の外周
部にその円周方向に一定間隔おきに取り付けられてい
る。
Further, the steel pipes serving as the pushing portions 7 are attached to the outer peripheral portion of the shaft portion 6 at regular intervals in the circumferential direction.

なお、押し込み部7は軸部6の側面部の、少なくとも3
個所に形成されているが、多いほうが鉄筋かごAをより
均等に押し込んで埋設することができる。
It should be noted that the pushing portion 7 is at least 3 of the side surface portion of the shaft portion 6.
Although it is formed at a portion, the larger the number, the more the reinforced cage A can be pushed in more evenly and buried.

また、押し込み部7の下端部7aは軸部6の下端部より所
定長さ突出した状態にあるが、長いほうが主筋aの上端
部を深く挿入できて鉄筋かごAを鉛直に保持することが
できるため、埋め込みの際の鉄筋かごAの傾きを確実に
防止することができる。
Further, the lower end portion 7a of the pushing portion 7 is in a state of protruding by a predetermined length from the lower end portion of the shaft portion 6, but the longer end allows the upper end portion of the main bar a to be deeply inserted and the reinforcing bar car A to be held vertically. Therefore, the inclination of the reinforcing bar cage A at the time of embedding can be reliably prevented.

第3図は、この発明に係る請求項第3項記載の第一の鉄
筋かご埋設治具(以下、「第一治具1」という)を示
し、その詳細を説明すると、第一治具1は軸部8の上端
部に前記把持部4と同様の把持部9を突設することによ
り構成され、軸部8は鉄筋かごAの中にその全長にわた
って挿入可能な径の円形若しくは矩形断面の鋼管より形
成されている。
FIG. 3 shows a first reinforcing bar cage burying jig (hereinafter referred to as “first jig 1”) according to claim 3 of the present invention, and the details thereof will be described. Is formed by projecting a gripping portion 9 similar to the gripping portion 4 on the upper end of the shaft portion 8. The shaft portion 8 has a circular or rectangular cross section with a diameter that can be inserted into the rebar cage A over its entire length. It is made of steel pipe.

そして、第一治具1は鉄筋かごAにその全長にわたって
挿入され、軸部8の下端部で鉄筋かごAの下端部に配筋
された底部鉄筋Bを直接下方に押し付けて鉄筋かごAを
地盤中に埋め込む。なお、この第一治具は第2図に図示
する第一治具と同質の地盤に使用される。
The first jig 1 is inserted into the rebar cage A over its entire length, and the bottom rebar B arranged at the lower end of the rebar cage A at the lower end of the shaft 8 is directly pressed downward to rebar the car A. Embed inside. The first jig is used on the same ground as the first jig shown in FIG.

また、第2図及び第3図に図示する第一治具1は、軸部
6,8を一本ものとしないで複数部分からなる連結式の組
み立て式とすれば、一つの治具で鉄筋かごAの長いもの
や短いもののいずれの鉄筋かごにも使用することができ
る。
The first jig 1 shown in FIGS. 2 and 3 has a shaft portion.
If 6 and 8 are not a single piece but a connection type assembly type consisting of a plurality of parts, one jig can be used for both the long and short rebar cages of the rebar cage A.

第4図及び第5図は、この発明に係る請求項第4項記載
の第二の鉄筋かご埋設治具を示し、第1図及び第3図に
図示する第一治具1を鉄筋かごAの中に挿入してセット
するために使用されるもので、その詳細を説明すると、
第二の鉄筋かご埋設治具(以下「第二治具10」という)
は鉄筋かごAを挿入可能な円形断面の筒状に形成されて
いる。
FIGS. 4 and 5 show a second reinforcing bar cage burying jig according to claim 4 of the present invention. The first jig 1 shown in FIGS. 1 and 3 is a reinforcing bar cage A. It is used to insert and set inside, and in detail,
Second rebar cage burying jig (hereinafter referred to as "second jig 10")
Is formed in a cylindrical shape having a circular cross section into which the reinforcing steel cage A can be inserted.

また、第二治具10の下端部は円錐形状に形成され、ま
た、下端部にビット11が突設され、さらに、外周部に雄
ねじ部12が上下方向に連続して形成され、地盤中にねじ
込んで容易に立設し易いようになっている。
Further, the lower end portion of the second jig 10 is formed in a conical shape, the lower end portion is provided with a bit 11 projecting, further, the male screw portion 12 is continuously formed in the outer peripheral portion in the vertical direction, and It is easy to screw in and stand up easily.

さらに、上端部には第二治具10を地盤中にねじ込み込ん
で埋設したり、運搬等したりする際し、第二治具10を吊
り上げるための吊り金具13が取り付けられている。な
お、吊り金具13はねじ式で取り外し自在になっている。
Further, a hanging metal fitting 13 for lifting the second jig 10 is attached to the upper end portion when the second jig 10 is screwed into the ground for embedding, transportation, or the like. The hanging metal fitting 13 is a screw type and is removable.

次に、この発明に係る請求項第1項記載の軟弱地盤に鉄
筋かごを埋設する方法を説明する。
Next, a method of burying a reinforcing bar cage in the soft ground according to the first aspect of the present invention will be described.

(1)最初に、地盤中に第二治具10をねじ込んでその略
上端まで挿入し、地盤中に垂直に立設する。
(1) First, the second jig 10 is screwed into the ground, is inserted up to approximately the upper end thereof, and is vertically installed in the ground.

(2)次に、この第二治具10の中に鉄筋かごAを建て込
み、続いて、この鉄筋かごAの中に第一治具1を挿入し
てセットする。
(2) Next, the rebar cage A is built in the second jig 10, and then the first jig 1 is inserted and set in the rebar cage A.

(3)次に、鉄筋かごAを第一治具1とともに、第二治
具10より引き抜く。そして、鉄筋かごAを第一治具1と
ともに、バイブレーターによって振動させながら軟弱地
盤中に強制的に押し込む。
(3) Next, the reinforcing bar cage A is pulled out from the second jig 10 together with the first jig 1. Then, the rebar cage A together with the first jig 1 is forcibly pushed into the soft ground while vibrating by the vibrator.

(4)そして、鉄筋かごAを軟弱地盤中に設置できた
ら、第一治具1のみを引き抜く。なお、第一治具1及び
第二治具10は繰り返し使用されるものである。
(4) Then, when the rebar cage A can be installed in the soft ground, only the first jig 1 is pulled out. The first jig 1 and the second jig 10 are used repeatedly.

〔発明の効果〕 この発明に係る請求項第1項記載の軟弱地盤中に鉄
筋かごを埋設する方法は、筒状に形成され、地盤中に立
設され、かつ、鉄筋かごが建て込まれる第二の鉄筋かご
埋設治具と、前記鉄筋かごに建て込まれ、前記鉄筋かご
とともに地盤中に押し込まれる第一の鉄筋かご埋設治具
とを備え、前記第二の鉄筋かご埋設治具を地盤中に立設
し、次に、この第二の鉄筋かご埋設治具に前記鉄筋かご
を建て込み、次に、前記鉄筋かごに前記第一の鉄筋かご
埋設治具を挿入し、次に、前記鉄筋かごを前記第一の鉄
筋かご埋設治具とともに前記第二の鉄筋かご埋設治具よ
り引き抜き、次に、前記鉄筋かごを前記第一の鉄筋かご
埋設治具とともに軟弱地盤中に押し込み、次に、前記鉄
筋かごを前記軟弱地盤中に残して前記第一の鉄筋かご埋
設治具を引き抜くので、鉄筋かごを軟弱地盤中に確実に
埋め込むことができる効果がある。
[Effect of the invention] A method of embedding a reinforcing bar cage in soft ground according to claim 1 of the present invention is a tubular shape, is erected in the ground, and has a reinforcing bar cage built in. The second reinforcing bar cage embedding jig and the first reinforcing bar cage embedding jig that is built into the reinforcing bar cage and pushed into the ground together with the reinforcing bar cage. The second reinforcing bar cage embedding jig is provided in the ground. , And then build the reinforcing bar car in the second reinforcing bar car embedding jig, then insert the first reinforcing bar car embedding jig in the reinforcing bar car, then the reinforcing bar Pull out the car from the second reinforcing bar car embedding jig together with the first reinforcing bar car embedding jig, then push the reinforcing bar car into the soft ground together with the first reinforcing bar car embedding jig, then, The first rebar cage embedding jig leaving the rebar cage in the soft ground Since it is pulled out, there is an effect that the rebar cage can be surely embedded in the soft ground.

この発明に係る請求項第4項記載の第二の鉄筋かご
埋設治具は、鉄筋かごを建て込めるように円形断面の筒
状に形成され、下端部が円錐形状に形成され、下端部に
ビットが突設され、かつ、外周部に雄ねじ部が形成され
てなるので、少々地盤が固くとも地盤中に確実に立設す
ることができ、また、第一の鉄筋かご埋設治具を鉄筋か
ごの中に簡単にセットできる効果がある。
A second reinforcing bar car burying jig according to a fourth aspect of the present invention is formed in a tubular shape with a circular cross section so that a reinforcing bar car can be built in, a lower end portion is formed in a conical shape, and a bit is formed at the lower end portion. Since it is projected and the external thread is formed on the outer peripheral part, it can be securely erected in the ground even if the ground is a little hard, and the first reinforcing bar car burying jig is It has the effect of being easily set inside.

この発明に係る請求項第2項、第3項及び第4項記
載の第一の鉄筋かご埋設治具及び第二の鉄筋かご埋設治
具は、いずれもきわめて単純な構造に構成されているの
で、簡単にかつ廉価に製作でき、また、水洗い等の取り
扱いも簡単にできる効果がある。
Since the first reinforcing bar cage embedding jig and the second reinforcing bar cage embedding jig according to claims 2, 3, and 4 of the present invention are both constructed to have an extremely simple structure, It has the effect that it can be manufactured easily and inexpensively, and that it can be easily handled such as washing with water.

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

第1図〜第3図はこの発明に係る第一の鉄筋かご埋設治
具を示し、いずれもその斜視図、第4図及び第5図は第
二の鉄筋かご埋設治具を示し、第4図はその側面図、第
5図は上端部斜視図である。 1…第一治具(第一の鉄筋かご埋設治具)、2…軸部、
3…押し込み部、4…把持部、5…鉄筋かご保持部、6
…軸部、7…押し込み部、8…軸部、9…把持部、10…
第二治具(第二の鉄筋かご埋設治具)、11…ビット、12
…雄ねじ部、13…吊り治具、A…鉄筋かご、B…底部鉄
筋。
1 to 3 show a first reinforcing bar cage burying jig according to the present invention, all of which are perspective views, and FIGS. 4 and 5 show a second reinforcing bar cage burying jig. FIG. 5 is a side view thereof, and FIG. 5 is a top end perspective view. 1 ... 1st jig (1st steel cage burying jig), 2 ... shaft part,
3 ... Push-in part, 4 ... Gripping part, 5 ... Reinforcing bar cage holding part, 6
... Shaft part, 7 ... Push-in part, 8 ... Shaft part, 9 ... Gripping part, 10 ...
2nd jig (2nd steel cage burying jig), 11 ... bit, 12
… Male thread, 13… Suspending jig, A… Reinforcing bar basket, B… Bottom reinforcing bar.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】筒状に形成され、地盤中に立設され、か
つ、鉄筋かごが建て込まれる第二の鉄筋かご埋設治具
と、地盤中に埋設される鉄筋かごに建て込まれ、前記鉄
筋かごとともに地盤中に押し込まれる第一の鉄筋かご埋
設治具とを備え、前記第二の鉄筋かご埋設治具を地盤中
に立設し、次に、この第二の鉄筋かご埋設治具に前記鉄
筋かごを建て込み、次に、前記鉄筋かごに前記第一の鉄
筋かご埋設治具を挿入し、次に、前記鉄筋かごを前記第
一の鉄筋かご埋設治具とともに前記第二の鉄筋かご埋設
治具より引き抜き、次に、前記鉄筋かごを前記第一の鉄
筋かご埋設治具によって軟弱地盤中に押し込み、次に、
前記鉄筋かごを前記軟弱地盤中に残して前記第一の鉄筋
かご埋設治具を引き抜くことを特徴とする軟弱地盤中に
鉄筋かごを埋設する方法。
1. A second reinforcing bar car burying jig which is formed in a tubular shape and is erected in the ground and in which a reinforcing bar car is built, and a second reinforcing bar car burying jig which is built in the ground, It is equipped with a first reinforcing bar cage embedding jig that is pushed into the ground together with a reinforcing bar cage, and the second reinforcing bar cage embedding jig is erected in the ground, and then this second reinforcing bar cage embedding jig is used. Build the reinforcing bar cage, then insert the first reinforcing bar cage embedding jig into the reinforcing bar cage, then insert the reinforcing bar cage with the first reinforcing cage cage embedding jig into the second reinforcing bar cage. Pull out from the burial jig, then push the rebar cage into the soft ground by the first rebar cage burial jig, then,
A method for embedding a reinforcing bar cage in soft ground, characterized in that the first reinforcing bar cage embedding jig is pulled out while leaving the reinforcing bar cage in the soft ground.
【請求項2】鉄筋かごに、その全長にわたって挿入され
る軸部と、この軸部の下端部に突設され、前記鉄筋かご
の下端部に配筋された底部鉄筋を下方に押し付ける押し
込み部と、前記軸部の上端部に突設され、把持される把
持部と、前記軸部の中間部に突設され、前記鉄筋かごを
保持する鉄筋かご保持部とを備えてなることを特徴とす
る第一の鉄筋かご埋設治具。
2. A shaft portion which is inserted into the reinforcing bar car over the entire length thereof, and a pushing portion which is protruded from a lower end portion of the shaft part and which pushes downward a bottom reinforcing bar arranged at the lower end portion of the reinforcing bar car. And a gripping part projecting from the upper end of the shaft part and gripped, and a reinforcing bar car holding part projecting in the middle part of the shaft part for holding the reinforcing bar car. The first reinforced steel cage burying jig.
【請求項3】鉄筋かごに、その全長にわたって挿入さ
れ、前記鉄筋かごの下端部に配筋された底部鉄筋を下方
に押し付ける軸部と、この軸部の上端部に突設され、把
持される把持部とを備えてなることを特徴とする第一の
鉄筋かご埋設治具。
3. A shaft part which is inserted into the reinforcing bar car over the entire length thereof and which pushes downward a bottom part reinforcing bar arranged at the lower end part of the reinforcing bar car, and a shaft part projecting and gripped at the upper end part of this shaft part. A first reinforcing bar cage burying jig, comprising a grip portion.
【請求項4】鉄筋かごを建て込めるように円形断面の筒
状に形成され、下端部が円錐形状に形成され、下端部に
ビットが突設され、かつ、外周部に雄ねじ部が形成され
てなることを特徴とする第二の鉄筋かご埋設治具。
4. A cylindrical shape having a circular cross section so that a reinforcing steel cage can be built therein, a lower end portion is formed in a conical shape, a bit is projected at the lower end portion, and a male screw portion is formed on the outer peripheral portion. The second jig for burying a cage in a reinforcing bar.
JP2315649A 1990-11-20 1990-11-20 Method for embedding reinforcing steel cage in soft ground and jig for embedding reinforcing steel cage Expired - Fee Related JPH0786220B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2315649A JPH0786220B2 (en) 1990-11-20 1990-11-20 Method for embedding reinforcing steel cage in soft ground and jig for embedding reinforcing steel cage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2315649A JPH0786220B2 (en) 1990-11-20 1990-11-20 Method for embedding reinforcing steel cage in soft ground and jig for embedding reinforcing steel cage

Publications (2)

Publication Number Publication Date
JPH04185811A JPH04185811A (en) 1992-07-02
JPH0786220B2 true JPH0786220B2 (en) 1995-09-20

Family

ID=18067912

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2315649A Expired - Fee Related JPH0786220B2 (en) 1990-11-20 1990-11-20 Method for embedding reinforcing steel cage in soft ground and jig for embedding reinforcing steel cage

Country Status (1)

Country Link
JP (1) JPH0786220B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6860077B2 (en) * 2003-05-19 2005-03-01 Runborn Pretech Engineering Co., Ltd. Helical rebar structure
TWM271896U (en) * 2005-03-18 2005-08-01 Runhorn Pretech Eng Co Ltd Assembly structure for spiral stirrups and steel
JP7621142B2 (en) * 2021-03-08 2025-01-24 株式会社竹中工務店 Construction method of columnar improvement body with core material

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61229016A (en) * 1985-04-02 1986-10-13 Hideo Ozawa Method and device for burying reinforcing cage in ground improving method
JPH0615765B2 (en) * 1986-03-13 1994-03-02 株式会社大林組 Reinforcing material insertion method in deep mixed consolidation method

Also Published As

Publication number Publication date
JPH04185811A (en) 1992-07-02

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