KR820001954Y1 - Member of inserting the steel bar into the foundation - Google Patents

Member of inserting the steel bar into the foundation Download PDF

Info

Publication number
KR820001954Y1
KR820001954Y1 KR2019820002492U KR820002492U KR820001954Y1 KR 820001954 Y1 KR820001954 Y1 KR 820001954Y1 KR 2019820002492 U KR2019820002492 U KR 2019820002492U KR 820002492 U KR820002492 U KR 820002492U KR 820001954 Y1 KR820001954 Y1 KR 820001954Y1
Authority
KR
South Korea
Prior art keywords
casing
branch
injection
hole
foundation
Prior art date
Application number
KR2019820002492U
Other languages
Korean (ko)
Inventor
임병구
Original Assignee
김영근
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 김영근 filed Critical 김영근
Priority to KR2019820002492U priority Critical patent/KR820001954Y1/en
Application granted granted Critical
Publication of KR820001954Y1 publication Critical patent/KR820001954Y1/en

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

내용 없음.No content.

Description

기초철근 삽입장치Basic rebar insertion device

제1도는 철근으로 되는 케이싱의 종단면도.1 is a longitudinal cross-sectional view of a casing that is made of rebar.

제2도는 제1도의 X-X선 횡단면도.2 is an X-ray cross-sectional view of FIG.

제3도는 분사수에 의해 굴삭하는 상태도.3 is a state diagram excavated by the injection water.

제4도는 경화재 주입시의 상태도.4 is a state diagram at the time of hardening material injection.

제5도는 철근삽입시의 상태도.5 is a state diagram at the time of rebar insertion.

제6도는 분지를 인출시킨 상태도이다.6 is a state diagram in which branches are drawn out.

본 고안은 기초철근 삽입장치에 관한 것으로서, 보다 상세히 말하면 그라우트된 미경화상태의 지반내에 우산살형으로 형성된 분지를 가진 골체를 케이싱과 함께 삽입하고 그 후에 골체를 일정위치까지 내려눌러서 케이싱에 뚫린 구멍으로부터 골체의 분지의 끝부분을 케이싱 밖으로 인출시키고 케이싱내에 경화재를 충만히 주입하여 케이싱 내외부가 경화재에 의해 일체화됨으로서 지반이 안정된 강도를 갖도록 하는 기초철근으로서 삽입장치에 관한 것이다.The present invention relates to a basic reinforcing bar insertion device, and more specifically, to insert a corrugated body having an umbrella-shaped branch in the grouted uncured soil together with the casing, and then press down the bone to a predetermined position from the hole drilled in the casing. It relates to an insertion apparatus as a basic reinforcing bar to take the end of the branch of the corrugated body out of the casing and to fully inject a hardener into the casing so that the inside and the outside of the casing are integrated by the hardener so that the ground has a stable strength.

종래의 기초지반의 조성은 콘크리트 파일등을 지반내에 단순히 타설함에 의해 행해지는 것이나, 파일등의 형상으로 인해 안정성이 좋지 않고 흔들어서 뽑기 쉬운 상태로 되어 버리는 경우가 많았다. 또한 콘크리트 파일 등의 경우, 타설시의 진동소음은 참기 어려운 공해로 되어 있으며, 타설법 이외의 방법을 사용하여 매설하는 경우 안정성은 더욱 나빠졌었다.Conventional foundation grounds are often formed by simply placing concrete piles in the ground, but in many cases, due to the shape of the piles, the stability is not good and is easily shaken out. In addition, in the case of concrete piles, vibration noise at the time of pouring becomes unbearable pollution, and the stability was worsened when buried using a method other than the placing method.

본 고안은 케이싱을 땅속에 삽입한 후 내부에 격납된 골체에 분지를 펴서 케이싱의 주변 땅속에 네방향으로 인출시켜 케이싱을 안정지지시키도록 하는 장치로서 공해를 피해서 용이하게 케이싱을 삽입할 수 있도록 된 기초철근의 삽입장치인 것이다.The present invention is to insert the casing into the ground and then to extend the basin to the body stored in the inside to draw the casing in the four directions in the surrounding ground of the casing to stabilize the casing to be able to easily insert the casing to avoid pollution It is the insertion device of the basic rebar.

즉, 미경화된 경화재내에 저항을 적도록 해서 철근을 소정위치까지 삽입한 후 분지를 미경화된 경화재내에 펼쳐서 견고한 지반을 조성할 수 있는 장치를 제공함에 목적이 있는 것이다.That is, an object of the present invention is to provide a device capable of forming a solid ground by inserting reinforcing bars to a predetermined position by reducing resistance in the uncured hardened material and then spreading the branches in the uncured hardened material.

이하 본 고안에 의해 기초철근 삽입장치의 실시예를 첨부도면에 따라서 구체적으로 설명하면 다음과 같다.Hereinafter, an embodiment of the basic rebar insertion device according to the present invention will be described in detail with reference to the accompanying drawings.

케이싱(1)은 복수로 분할해서 성형하여 조합한 후 연결편(2)으로 연결고정하며, 봉상(棒狀)의 골체(3)에는 간격을 두고 우산살형의 분지(4)의 일단을 연결해서 케이싱(1)내에 만들어진 안내판(5)을 통해 세로로 세우고 분지의 선단은 케이싱(1)내에 뚫린 유도공(6)에 삽입되어 유도공(6)에 따라서 케이싱(1)의 바깥쪽으로 인출되도록 되어 있으며 골체(3)의 윗부분을 케이싱(1)의 상단보다 돌출되도록 하여 분지(4)를 펼쳐서 내려누를때 케이싱(1)의 상단과 거의 동일평면으로 되도록 하고 케이싱(1)의 상단에는 연결구(7)를 통해 캡(8)을 착탈가능케 형성하고 하단에는 송곳모양으로 하며, 끝부분에는 그라우트 침입공(9)을 뚫어 놓는다.The casing 1 is divided into a plurality, molded and combined, and then connected and fixed by a connecting piece 2, and one end of an umbrella-shaped branch 4 is connected to the corrugated body 3 of a rod-like shape at intervals. (1) vertically through the guide plate (5) made in the inside and the tip of the branch is inserted into the guide hole (6) drilled in the casing (1) to be drawn out to the outside of the casing (1) along the guide hole (6) 3) the upper part of the casing (1) to protrude from the upper end of the casing (1) when it is pushed down to be almost coplanar with the upper end of the casing (1), the upper end of the casing (1) through the connector (7) The cap 8 is detachably formed and is formed in the shape of an awl at the bottom, and the grout penetration hole 9 is drilled at the end.

미설명 부호 10은 이중주입관, 11,12는 분사공, 13은 스위벨, 14,15는 호스, 16은 구동장치이다.Reference numeral 10 denotes a double injection pipe, 11 and 12 are injection holes, 13 are swivels, 14 and 15 are hoses, and 16 are driving devices.

상기와 같은 구조로 된 본 고안은 먼저 구동장치(16)에 의해 지지된 주입관(10)을 기초지반의 지표면에 설치하여 통상의 방법으로 구동장치(16)의 구동으로 회전시키면서 하강시키고 하강시에 수조로부터 물을 고압펌프 및 호스(14)를 통해서 주입관(10)내에 압송하고 끝부분의 분사공(11)으로부터 분사하면서 분사수에 의해 굴삭하며 또한 에어리후트작용으로 진흙을 배출시켜서 소정심도까지 굴삭하고, 이러한 굴삭이 끝나면 수조로부터 주입을 막아서 경화재조와 바꾸어 연결하여 고압펌프 및 호스(15)에 의해 주입관(10)내에 경화재를 압송하고 끝부분의 분사공(12)에 의해 경화재를 분사하며, 주입관(10)을 회전상승시키면서 경화재의 주입을 끝낸후 주입관(10)을 빼낸다. 이렇게 해서 통상적인 경화재의 주입이 끝나면 경화재가 경화되지 않은 그라우트상태에서 골체(3) 및 분지(4)를 격납시킨 케이싱(1)을 삽입하여 소정위치까지 삽입하고 케이싱(1)내에 격납된 골체(3)를 내려누르면 골체(3)로부터 갈라진 분지(4)는 케이싱(1)의 유도공을 따라서 유도되어 미경화된 그라우트 안으로 돌출되며 이 분지(4) 및 골체(3)는 케이싱(1)을 철골철근으로 해서 밀착되어 강고한 지반을 얻게 되는 효과가 있다.The present invention having the structure as described above, the injection pipe 10 supported by the drive device 16 is first installed on the ground surface of the foundation ground, while rotating and driven by the drive of the drive device 16 in the usual way, and lowered The water is pumped from the water tank into the injection pipe 10 through the high pressure pump and the hose 14 and sprayed from the injection hole 11 at the end, excavated by the injection water, and the mud is discharged by the air lift action. After the excavation is completed, the excavation is prevented from the water tank to connect with the hardening material tank and connected to the hardening material tank to pressurize the hardening material in the injection pipe 10 by the high pressure pump and the hose 15, and the hardened material is injected by the injection hole 12 at the end. After the injection, while the injection pipe 10 is rotated up to finish the injection of the curing material, the injection pipe 10 is pulled out. After the injection of the conventional hardening material is completed, the casing 1 containing the corrugated body 3 and the branch 4 is inserted in the grout state in which the hardening material is not cured, and inserted into the predetermined position and the bone body stored in the casing 1 ( 3) Pressing down, the branch 4 cracked from the bone body 3 is guided along the guide hole of the casing 1, protruding into the uncured grout, and the branch 4 and the bone body 3 steel the casing 1 As the rebar is in close contact with the strong ground is effective.

케이싱(1) 안에는 케이싱(1)을 삽입할 때, 앞부분의 구멍(9)으로부터 경화재가 침입하든가, 또는 케이싱(1) 안에 상부로부터 경화재가 공급되어 케이싱(1)에 뚫린 유도공(6) 및 앞부분의 구멍(9)으로 부터 밖으로 유출되는 경우도 있다.In the casing 1, when the casing 1 is inserted, the hardener penetrates from the hole 9 in the front part, or the induction hole 6 and the front part of the casing 1 which are fed from the upper part and the hardener is supplied from the upper part. Sometimes it flows out from the hole (9).

Claims (1)

케이싱(1)은 복수로 분할해서 성형하여 조합한 후 연결편(2)으로 연결고정하며, 봉상(棒狀)의 골체(3)에는 간격을 두고 우산살형의 분지(4)의 일단을 연결해서 케이싱(1)내에 만들어진 안내판(5)을 통해 세로로 세우고 분지의 선단은 케이싱(1)내에 뚫린 유도공(6)에 삽입되어 유도공(6)에 따라서 케이싱(1)의 바깥쪽으로 인출되도록 되어 있으며, 골체(3)의 윗부분을 케이싱(1)의 상단보다 돌출되도록 하여 분지(4)를 펼쳐서 내려누를 때 케이싱(1)의 상단과 거의 동일평면으로 되도록 하고 케이싱(1)의 상단에는 연결구(7)를 통해 캡(8)을 착탈가능케 형성하고 하단에는 송곳모양으로 하며 끝부분에는 그라우트 침입공(9)을 형성한 기초철근 삽입장치.The casing 1 is divided into a plurality, molded and combined, and then connected and fixed by a connecting piece 2, and one end of an umbrella-shaped branch 4 is connected to the corrugated body 3 of a rod-like shape at intervals. (1) vertically through the guide plate (5) made in (1) and the tip of the branch is inserted into the guide hole (6) drilled in the casing (1) is drawn out to the outside of the casing (1) along the guide hole (6), The upper part of the casing (1) is projected more than the upper end of the casing (1) so that when the branch (4) is unfolded and pressed down, it is almost flush with the upper part of the casing (1), and the connector (7) is attached to the upper part of the casing (1). Base reinforcing bar insertion device formed through the cap (8) to be detachable, and the awl-shaped at the bottom and the grout penetration hole (9) at the end.
KR2019820002492U 1980-12-04 1982-03-31 Member of inserting the steel bar into the foundation KR820001954Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2019820002492U KR820001954Y1 (en) 1980-12-04 1982-03-31 Member of inserting the steel bar into the foundation

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR1019800004626 1980-12-04
KR2019820002492U KR820001954Y1 (en) 1980-12-04 1982-03-31 Member of inserting the steel bar into the foundation

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
KR1019800004626 Division 1980-12-04 1980-12-04

Publications (1)

Publication Number Publication Date
KR820001954Y1 true KR820001954Y1 (en) 1982-09-18

Family

ID=26626970

Family Applications (1)

Application Number Title Priority Date Filing Date
KR2019820002492U KR820001954Y1 (en) 1980-12-04 1982-03-31 Member of inserting the steel bar into the foundation

Country Status (1)

Country Link
KR (1) KR820001954Y1 (en)

Similar Documents

Publication Publication Date Title
KR101849145B1 (en) The ground reinforcement apparatus
KR101843379B1 (en) Apparatus and method for reinforcing soft ground
JPS5985028A (en) Steel pipe pile and laying work thereof
KR820001954Y1 (en) Member of inserting the steel bar into the foundation
KR101095393B1 (en) Method and apparatus for improving ground using cement grouting
KR20100095070A (en) Method and apparatus for improving ground using cement grouting
KR20100030241A (en) Compaction grouting method
CN212742505U (en) Device for eliminating belt return in plastic drainage plate setting process
US4211050A (en) Sealing process for underground walls
KR20190143205A (en) Construction method of composite pile with extensioned tip
JPH0444516A (en) Grouting method in front end of cast-in place concrete pile
JP2001081770A (en) Pile foundation work
KR101351009B1 (en) Grouting method
JP3298574B2 (en) Blistering prevention device
KR20100123576A (en) Method for carrying out improved pile
KR100923744B1 (en) Packer equipped with double injection pipe which this was used ground waterproofing and reinforcement construction method
JPS5810530B2 (en) Steel frame for foundation ground drilling
JPH04108910A (en) Method for processing pile head of sunk concrete pile
JPS63161219A (en) Foundation pile and its construction
KR102350067B1 (en) Ground subsidence prevention and restoration method for structures with deep soft layers
KR102517030B1 (en) Construction Apparatus of Pile for Mortar-Injecting Type
JPH1150450A (en) Device for texture embrittlement and method for pile-head embrillement
JPH089862B2 (en) Chemical injection method
KR100266952B1 (en) Injection rod for construction and jet in-situ piling method therefor
JP2802137B2 (en) Pile expansion method and the equipment used in the method