CN105421342A - Reinforcement cage feeding method of long auger drilling press-grouting pile - Google Patents
Reinforcement cage feeding method of long auger drilling press-grouting pile Download PDFInfo
- Publication number
- CN105421342A CN105421342A CN201510739044.0A CN201510739044A CN105421342A CN 105421342 A CN105421342 A CN 105421342A CN 201510739044 A CN201510739044 A CN 201510739044A CN 105421342 A CN105421342 A CN 105421342A
- Authority
- CN
- China
- Prior art keywords
- cage
- reinforcement cage
- feeding method
- shaped columns
- pile
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/36—Concrete or concrete-like piles cast in position ; Apparatus for making same making without use of mouldpipes or other moulds
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/18—Placing by vibrating
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
Abstract
The invention relates to the field of building construction, in particular to a reinforcement cage feeding method of a long auger drilling press-grouting pile. The reinforcement cage feeding method of the long auger drilling press-grouting pile is characterized by comprising the following steps that 1, a pushing device is manufactured according to hole diameters, and the pushing device comprises a plurality of vertical rods and a plurality of hoops which surround the vertical rods to form cage-shaped columns; 2, concrete is poured into a pile hole to reach a standard height; 3, a reinforcement cage is inserted into the pile hole; 4, the cage-shaped columns are lifted, and the bottoms of the cage-shaped columns align to and abut against the tail end of the reinforcement cage; 5, a vibrating tamper is started to convey the reinforcement cage to the designed standard height position of a pile bottom through the cage-shaped columns; and 6, the device and the vibrating tamper are together lifted out of the pile hole. According to the reinforcement cage feeding method, the adopted cage-shaped columns are easy to manufacture and convenient to use so as to effectively accelerate the feeding operation of the reinforcement cage, and the cage-shaped columns can be recycled and reused, so that the cost of construction operation is lowered, and the operation efficiency is improved.
Description
Technical field
The present invention relates to the realm of building construction, specifically a kind of reinforcing cage feeding method of long auger guncreting pile.
Background technology
Long auger guncreting pile construction technology first utilizes drill hole of drilling machine, holes to projected depth, while carry brill, while pump into concrete, finally sends into reinforcing cage again.Construction like this, because hole rough inner surface is uneven, and is injected with concrete, causes the reinforcing cage of same rough surface injustice be easily stuck in feeding process or cannot carry arrival predeterminated position.
Summary of the invention
The object of the invention is to, a kind of feeding method enabling reinforcing cage be sent to predeterminated position accurately, is quickly and easily provided.
In order to achieve the above object, the present invention is achieved in that
A reinforcing cage feeding method for long auger guncreting pile, comprises the steps:
Step 1, make thrustor according to aperture, described thrustor comprises montant and anchor ear, and montant has many in vertically arranging, and montant surrounds and forms cage type post by anchor ear;
Step 2, in stake holes, inject concrete to absolute altitude,
Step 3, by reinforcing bar cage hoisting to stake holes top, and insert reinforcing cage in stake holes, now reinforcing cage end is exposed to outside stake holes;
Step 4, the cage type post in this step 1 to be sling, its bottom alignment is propped up reinforcing cage end,
Step 5, again vibrator to be enclosed within cage type post, then to start vibrator, by cage type post, reinforcing cage is delivered to absolute altitude at the bottom of design stake;
Step 6, then utilize rig that this device is hung out stake holes together with vibrator.
The cage type column production that this pile follower method adopts is simple, easy to use, effectively can accelerate the feeding operation of reinforcing cage and cage type post itself can be recovered and reuse, and then reduces construction operation cost and improve operating efficiency.
Accompanying drawing explanation
Fig. 1 is this construction method schematic diagram one.
Fig. 2 is this construction method schematic diagram two.
Fig. 3 is this construction method schematic diagram three.
Fig. 4 is this construction method schematic diagram four.
Detailed description of the invention
The present invention is further illustrated below by way of specific embodiment.
Certain pile foundation engineering adopts long auger guncreting pile, and natural terrace absolute altitude is-0.5m, the high-1.9m of stake top mark; Subordinate's method is used to construct:
1, leading bore operation: after subdrilling is deep to projected depth, then carry and bore 200mm, pump into concrete, then brill is carried on limit, while pump into concrete, wherein, slump must be greater than 200mm, to facilitate insertion reinforcing cage;
2, as shown in Fig. 1 ~ Fig. 4, adopt cage type post 1 to carry out reinforcing cage and send into operation, comprise the steps:
Step 1, described thrustor comprise montant and anchor ear, and montant has many in vertically arranging, and montant surrounds and forms cage type post 1 by anchor ear;
Step 2, in stake holes, inject concrete to absolute altitude,
Step 3, to lift reinforcing cage 2 to stake holes top, and insert reinforcing cage 2 in stake holes, now reinforcing cage 2 end is exposed to outside stake holes;
Step 4, the cage type post 1 in this step 1 to be sling, its bottom alignment is propped up reinforcing cage 2 end,
Step 5, again vibrator to be enclosed within cage type post 1, then to start vibrator, by cage type post 1, reinforcing cage 2 is delivered to absolute altitude at the bottom of design stake;
Step 6, then utilize rig that this device is hung out stake holes together with vibrator.
Claims (1)
1. a reinforcing cage feeding method for long auger guncreting pile, is characterized in that: comprise the steps:
Step 1, make thrustor according to aperture, described thrustor comprises montant and anchor ear, and montant has many in vertically arranging, and montant surrounds and forms cage type post by anchor ear;
Step 2, in stake holes, inject concrete to absolute altitude,
Step 3, by reinforcing bar cage hoisting to stake holes top, and insert reinforcing cage in stake holes, now reinforcing cage end is exposed to outside stake holes;
Step 4, the cage type post in this step 1 to be sling, its bottom alignment is propped up reinforcing cage end,
Step 5, again vibrator to be enclosed within cage type post, then to start vibrator, by cage type post, reinforcing cage is delivered to absolute altitude at the bottom of design stake;
Step 6, then utilize rig that this device is hung out stake holes together with vibrator.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510739044.0A CN105421342A (en) | 2015-11-04 | 2015-11-04 | Reinforcement cage feeding method of long auger drilling press-grouting pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510739044.0A CN105421342A (en) | 2015-11-04 | 2015-11-04 | Reinforcement cage feeding method of long auger drilling press-grouting pile |
Publications (1)
Publication Number | Publication Date |
---|---|
CN105421342A true CN105421342A (en) | 2016-03-23 |
Family
ID=55499853
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510739044.0A Pending CN105421342A (en) | 2015-11-04 | 2015-11-04 | Reinforcement cage feeding method of long auger drilling press-grouting pile |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105421342A (en) |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5359829A (en) * | 1992-12-07 | 1994-11-01 | Voita John M | Fabrication and installation of steel reinforcement cages for pier foundations |
CN1227300A (en) * | 1998-02-27 | 1999-09-01 | 中国建筑科学研究院地基基础研究所 | Construction technology and apparatus for vibrated deposited pile in hole drilled by long screw auger |
CN1528988A (en) * | 2003-10-20 | 2004-09-15 | 建研地基基础工程有限责任公司 | Long spiral drilling and concrete pumping pile-forming rear-insertion reinforcement cage construction process and reinforcement cage guiding device |
CN200996147Y (en) * | 2006-08-31 | 2007-12-26 | 杨修霞 | Directional reinforcing-bar cage |
CN102011402A (en) * | 2010-11-11 | 2011-04-13 | 泛华建设集团有限公司 | Construction method of long auger drilling concrete-grouted back-plugged profile steel piles |
CN104594353A (en) * | 2015-01-19 | 2015-05-06 | 宁波市坤德创新岩土工程有限公司 | Movable automatic righting device for reinforcement cage and vibratory hammer and construction method of device |
-
2015
- 2015-11-04 CN CN201510739044.0A patent/CN105421342A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5359829A (en) * | 1992-12-07 | 1994-11-01 | Voita John M | Fabrication and installation of steel reinforcement cages for pier foundations |
CN1227300A (en) * | 1998-02-27 | 1999-09-01 | 中国建筑科学研究院地基基础研究所 | Construction technology and apparatus for vibrated deposited pile in hole drilled by long screw auger |
CN1528988A (en) * | 2003-10-20 | 2004-09-15 | 建研地基基础工程有限责任公司 | Long spiral drilling and concrete pumping pile-forming rear-insertion reinforcement cage construction process and reinforcement cage guiding device |
CN200996147Y (en) * | 2006-08-31 | 2007-12-26 | 杨修霞 | Directional reinforcing-bar cage |
CN102011402A (en) * | 2010-11-11 | 2011-04-13 | 泛华建设集团有限公司 | Construction method of long auger drilling concrete-grouted back-plugged profile steel piles |
CN104594353A (en) * | 2015-01-19 | 2015-05-06 | 宁波市坤德创新岩土工程有限公司 | Movable automatic righting device for reinforcement cage and vibratory hammer and construction method of device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105569560A (en) | Full casing long-spiral bored pile machine and method of using same for construction | |
CN108570983A (en) | The pile base construction method and its casing of non-filler large size solution cavity | |
CN203429641U (en) | Single-side supporting formwork reinforcing structure system for building construction | |
EP3318677B1 (en) | Method for forming a reinforced pile and use of an accessory therein | |
CN111254918A (en) | Steel trestle steel pipe pile anchoring method reinforced by pile bottom anchor rod | |
CN102747729B (en) | Sleeve connection device for bored cast-in-place pile construction | |
CN204959787U (en) | Novel tower crane combination formula basis | |
JP3725403B2 (en) | Construction method of cast-in-place steel pipe concrete pile by all casing method. | |
CN104762970A (en) | Auxiliary tube drawing device for deep hole karst grouting and construction method thereof | |
CN102518133A (en) | Pile sinking method for prestress hollow pipe piles by aid of follow-up sleeve | |
CN105421342A (en) | Reinforcement cage feeding method of long auger drilling press-grouting pile | |
CN105926582B (en) | Prefabricated hollow component underground tunneling construction assembly, diaphragm wall and construction method | |
CN101245597A (en) | Breast wall type cast-in-situ bored pile construction method and pile machine | |
CN102296597A (en) | Construction method of steel pipe piles in shallow soil layer | |
CN202730756U (en) | Sleeve connection device for drilling cast-in-situ bored pipe construction | |
CN205277294U (en) | A complete set of tubular long spiral drilled stake machine | |
CN205954609U (en) | High frequency compaction grooving bridge type ground is wall construction professional equipment even | |
CN103790162B (en) | Synchronous mode steel sheet pile stake holes filling device | |
CN202577282U (en) | Molding equipment of cast-in-situ hollow piles | |
CN208088287U (en) | Half casing guncreting pile construction equipment | |
RU129522U1 (en) | INJECTION PILING FOR WEAK CLAY SOILS | |
CN106836228A (en) | Filling type stake hollow drill | |
CN204113304U (en) | Ingate formwork erecting structure | |
CN206599784U (en) | Filling type stake hollow drill | |
CN204059372U (en) | A kind of vertical permanent suspension device of rock mass |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160323 |
|
RJ01 | Rejection of invention patent application after publication |