JPS6178917A - Construction of foundation pile - Google Patents

Construction of foundation pile

Info

Publication number
JPS6178917A
JPS6178917A JP19910084A JP19910084A JPS6178917A JP S6178917 A JPS6178917 A JP S6178917A JP 19910084 A JP19910084 A JP 19910084A JP 19910084 A JP19910084 A JP 19910084A JP S6178917 A JPS6178917 A JP S6178917A
Authority
JP
Japan
Prior art keywords
pile
cement
ground
construction
pit
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
JP19910084A
Other languages
Japanese (ja)
Other versions
JPH0656014B2 (en
Inventor
Teruo Koi
小井 輝夫
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP59199100A priority Critical patent/JPH0656014B2/en
Publication of JPS6178917A publication Critical patent/JPS6178917A/en
Publication of JPH0656014B2 publication Critical patent/JPH0656014B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/36Concrete or concrete-like piles cast in position ; Apparatus for making same making without use of mouldpipes or other moulds

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE:To form a construction ground having great bearing capacity by a method in which cement milk as a pile material is mixed with an expansible cement in a given proportion and placed to form a pile, during which period the expansible cement is expanded to fill up the peripheral space of the pile and at the same time to consolidate the surrounding ground of the pile. CONSTITUTION:Cement milk as a pile material is poured into a pit B drilled in the ground A to construct a pile P. When cement milk mixed with 5-10% an expansible cement P' is used in this case, the cement P' is expanded, although the cement tends to contract during the construction period of the pile P, to fill up completely the space between the pile P and the pit and at the same time to strongly consolidate the wall of the pit. The foundation pile having great bearing capacity can thus be formed under the ground, and the mounts of cement milk or mortar to be used can be saved.

Description

【発明の詳細な説明】 本発明は、膨張セメントの膨張カケ利用し、地中に施工
せる抗周土1との間隙?完全に充埋すると共に該杭周地
盤?より強固に玉磨し、以て支持力強大な/b建建設用
地ヤケ造成ようとする基礎杭の築造方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention utilizes the expansion chip of expanded cement to create a gap between the anti-surrounding soil 1 and the surrounding earth which can be constructed underground. Completely filled with soil around the pile? This invention relates to a method for constructing foundation piles that are more strongly polished and thus have a strong bearing capacity for preparing a site for construction of a/b building.

通な一1JJA設用地磐において場所打ち抗等現場にて
施工する場合に予じめ穿孔(便械にて適当なる抗孔牙地
盛に孔設し、d7抗孔内にセメント黴′、11/A \久 等の杭打r流し込み・その硬化前にH銅等の芯材
を挿入して基礎杭が造成さ1てbたのである@ 而るに近時・斯かる基Ivl17を遣成工橿中において
前記セメント材硬化前、即ち養生中に一時的に萎縮し比
nが@、局壁とに空隙部か発生し、当初計頁した抗叉持
力に著るしぐシ3差が生じていることが種々の実験結果
によって判明した。
11 When performing on-site construction such as cast-in-place pits on the JJA construction site, drill holes in advance (drill holes in the appropriate hole foundation with a toilet, and place cement mold in the d7 hole). Foundation piles were constructed by inserting a core material such as H copper before pouring and hardening the piles. During the construction process, the cement material temporarily atrophies before it hardens, that is, during curing, and voids are formed between the cement and the outer wall, resulting in a significant difference in the originally calculated anti-crushing force. It has been found from various experimental results that this occurs.

本発明il−を成上の如き重大なる問題に′R眼し。The present invention is designed to address serious problems such as those described above.

〜1oチめ配合比で混入し抗体施工時に核膨張セメント
による膨張カケ利用して抗周空砿?光埋すると共に抗局
地113−w圧密しようとすることを特徴とする基礎杭
の築造方法?その要旨としている@ 以下1本発明の夷楕態様′T説明すると・第1図におい
て地盤ムに孔設さ′nた仇孔B内が、該セメントモルタ
ルlCぼ予じめ全:よの約6チル10%程変の膨張セメ
ントP′が配合されているー 従−て抗体P施工時にセメントが萎縮しようとするがそ
の反面、混入せる膨張セメントP′が膨張し該膨張セメ
ントP′ケして抗体Pと孔壁間に生じる空隙部r完全に
充埋すると共に孔壁ケ内部から強固に圧密し以て支持力
頗ぶる強大なる基礎杭?地中に造成することができ得る
のである・ なお、膨張セメン)P9は予じめ杭打内に混合すること
なくモルタル抗瑚工に併せて杭周に充埋することも可能
である@ また他の実施例として第2図のq口ぐ杭孔B内に既成杭
p2打設する場合、地盤ムとの坑周空隙C内に膨張セメ
ントP?1−充埋することによって該間隙C〒光埋する
と共に、抗体P直と抗開地盤?より強固に圧密する作用
がある。
Is it possible to use the expansion chip caused by the nuclear expansion cement during antibody construction by mixing it with a mixing ratio of 100%? A method for constructing foundation piles characterized by light burial and localized compaction 113-w? The gist of the invention is as follows: To explain the elliptical aspect of the present invention, in Fig. 1, the inside of the hole B drilled in the ground is almost completely filled with the cement mortar lC. Expandable cement P' with a change of about 6 chill and 10% is mixed.Therefore, when applying Antibody P, the cement tends to shrink, but on the other hand, the expandable cement P' to be mixed expands and the expandable cement P' is mixed. A powerful foundation pile that completely fills the void r created between the antibody P and the hole wall, and also solidly consolidates the hole wall from the inside, giving it great bearing capacity? It is possible to create it underground. In addition, it is also possible to fill the circumference of the pile with the mortar coring work without mixing expanded cement (P9) into the pile driving in advance. As another example, when driving a prefabricated pile P2 into the Q-shaped pile hole B in Fig. 2, expandable cement P? 1- Filling the gap C with light, as well as antibody P and anti-open ground? It has the effect of consolidating more firmly.

るものであるから、抗体施工時に該膨張セメントが膨f
cL、抗体周面?完全に囲怖し孔周飛開の空間?完全に
充埋するに勿論、孔周壁土壌?圧密しより強固な地盤が
造成得られる効果があるO き得る等の利点tも併せ有するものである。
Therefore, the expansion cement will not expand during antibody construction.
cL, antibody circumferential surface? A completely scary space of Kong Zhou Hikai? Of course, is it necessary to completely fill the hole with soil surrounding the hole? It also has the advantage of being able to consolidate and create a stronger ground.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明に係る基礎杭の施工方法ケチす瞠略状体
図・ 一’J!21gは他の実施状体を示す同上図であるO符
号の説明 人、地盤、B、杭孔、?、抗体、G、坑周空隙 p/膨
張セメント
Figure 1 is a schematic diagram of the foundation pile construction method according to the present invention. 21g is the same diagram as above showing another implementation body. O coded explanatory person, ground, B, pile hole, ? , antibody, G, circumferential void p/expanded cement

Claims (1)

【特許請求の範囲】[Claims] 杭打セメントに膨張セメントを約5%〜10%の配合比
で混入し抗体施工時に該膨張セメントによる膨脹力を利
用して坑周空隙を充埋すると共に杭周地盤を圧密しよう
とすることを特徴とする基礎杭の築造方法。
Expandable cement is mixed into pile driving cement at a blending ratio of approximately 5% to 10%, and the expansion force of the expandable cement is used during antibody construction to fill the voids around the pit and to consolidate the ground around the pile. A distinctive method of building foundation piles.
JP59199100A 1984-09-22 1984-09-22 How to build foundation piles Expired - Fee Related JPH0656014B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59199100A JPH0656014B2 (en) 1984-09-22 1984-09-22 How to build foundation piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59199100A JPH0656014B2 (en) 1984-09-22 1984-09-22 How to build foundation piles

Publications (2)

Publication Number Publication Date
JPS6178917A true JPS6178917A (en) 1986-04-22
JPH0656014B2 JPH0656014B2 (en) 1994-07-27

Family

ID=16402120

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59199100A Expired - Fee Related JPH0656014B2 (en) 1984-09-22 1984-09-22 How to build foundation piles

Country Status (1)

Country Link
JP (1) JPH0656014B2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5814525A (en) * 1981-07-17 1983-01-27 Fujitsu Ltd Manufacturing semiconductor device

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5814525A (en) * 1981-07-17 1983-01-27 Fujitsu Ltd Manufacturing semiconductor device

Also Published As

Publication number Publication date
JPH0656014B2 (en) 1994-07-27

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