CN108104147B - Major diameter root key jacking mechanism - Google Patents

Major diameter root key jacking mechanism Download PDF

Info

Publication number
CN108104147B
CN108104147B CN201711377383.4A CN201711377383A CN108104147B CN 108104147 B CN108104147 B CN 108104147B CN 201711377383 A CN201711377383 A CN 201711377383A CN 108104147 B CN108104147 B CN 108104147B
Authority
CN
China
Prior art keywords
slide mass
basic framework
pedestal
key
root key
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.)
Active
Application number
CN201711377383.4A
Other languages
Chinese (zh)
Other versions
CN108104147A (en
Inventor
殷永高
徐伟
李小敏
陈昆仑
张士学
章征
郑伟峰
丁蔚
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.)
Xuzhou Reman Construction Machinery Technology Co Ltd
Original Assignee
Xuzhou Reman Construction Machinery Technology Co Ltd
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 Xuzhou Reman Construction Machinery Technology Co Ltd filed Critical Xuzhou Reman Construction Machinery Technology Co Ltd
Priority to CN201711377383.4A priority Critical patent/CN108104147B/en
Publication of CN108104147A publication Critical patent/CN108104147A/en
Application granted granted Critical
Publication of CN108104147B publication Critical patent/CN108104147B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/10Deep foundations
    • E02D27/12Pile foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds

Landscapes

  • Engineering & Computer Science (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)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The present invention announces a kind of description of major diameter root key jacking mechanism and construction equipment field.Basic framework center, which slides up and down, is equipped with slide mass, and basic framework lower end is connected with pedestal;It is separately installed with one group at left and right sides of basic framework and is connected to vertical oil cylinder between basic framework and slide mass;Slide mass lower part is equipped with the cross cylinder that multiple groups are arranged along slide mass vertical direction;Cross cylinder described in every group includes two, is respectively symmetrically mounted at left and right sides of slide mass lower part;It is provided with deep gouge in the lower end surface of pedestal, deep gouge is corresponding with cross cylinder position in slide mass;There are two prefabricated key is total, it is individually positioned in the both ends of pedestal deep gouge;Every side of every one end deep gouge opening is fixed with the root key supporting plate mechanism for being used to support prefabricated key.Flexibly, strong operability, two prefabricated key positioning are accurate, and centering effect is good, and root key top pushes away construction efficiency height for present invention control.

Description

Major diameter root key jacking mechanism
Technical field
The present invention relates to building and equipment for bridge construction field, specifically a kind of major diameter root keys for pile foundation construction Jacking mechanism.
Background technique
In construction, to retain traditional pile foundation the advantages of bigger simultaneously raising pile foundation potential bearing capacity, propose A kind of completely new base form --- base type foundation, stake in the relatively small situation in aperture in unit length pile foundation bearing capacity compared with Small, under conditions of not amplifying aperture and long stake, the mode for effectively improving pile foundation bearing capacity is by stake depth at an arbitrary position It takes root to periphery, improves bearing capacity of pile foundation and withdrawal resistance.
The Chinese patent that the prior art improves bearing capacity of pile foundation is club-footed pile, its shortcoming is that: 1, such hole-expanding pile is suitable For smaller diameter pile foundation, 2, such hole-expanding pile there is very big deficiency on the resistance to plucking of pile foundation, and radical stake can overcome the disadvantages that greatly The defect of diameter radical pile bearing capacity and withdrawal resistance.
In the general bracket of existing radical pipe pile foundation construction usage/hanger platform.In root key jacking construction, due to Defect (such as stability) existing for platform itself not can guarantee before and after jacking root key always in, can not guarantee root key centering Precision;It further results in that root key top is inclined, the effect of sealing is unable to reach, to percolating water phenomenon occur.
Patent of invention content
In order to solve the above technical problems, the present invention provides a kind of major diameter root key jacking mechanism.
The invention is realized by the following technical scheme: a kind of major diameter root key jacking mechanism, including external dynamic for connecting The rectangular basic framework of power device;The basic framework center is equipped with the slide mass slided up and down along basic framework, basis Frame lower end is connected with pedestal;Be separately installed at left and right sides of basic framework one group be connected to basic framework and slide mass it Between for controlling the mobile vertical oil cylinder of slide mass;The slide mass lower part is equipped with multiple groups and arranges along slide mass vertical direction Cross cylinder;Cross cylinder described in every group includes two, is respectively symmetrically mounted at left and right sides of slide mass lower part;The pedestal Middle part is provided with the through-hole passed through for slide mass, is provided with one across base plate through holes for placing prefabricated in the lower end surface of pedestal The deep gouge of key, deep gouge are corresponding with cross cylinder position in slide mass;There are two the prefabricated key is total, it is individually positioned in pedestal The both ends of deep gouge;Every side of every one end deep gouge opening is fixed with the root key supporting plate mechanism for being used to support prefabricated key.
It is further: described key supporting plate mechanism includes the fixed plate for being fixed on pedestal lower end surface;In the fixed plate It slides back and forth and is connected with supporting plate, one is further fixed in fixed plate for controlling the mobile adjustment oil cylinder of supporting plate.
The slide mass front and rear sides are respectively fixed with a vertical locating rod;It is installed on the basic framework useful In the sensor of the detection positioning throw of lever.
The present invention is applicable in 4 meters to 6 meters stake diameters;It is applicable in root key size are as follows: 600mm × 600mm × 1800mm or 800mm × 800mm×1800mm;It is applicable in root key-shaped formula are as follows: rectangular hollow steel root key;Round hollow steel root key;Front end band blade cross-shaped steel Reinforced concrete root key.
When work, basic framework is connected with drilling rod;Supporting plate in root key supporting plate mechanism is released, and prefabricated key is placed on pedestal In deep gouge, ride on supporting plate;Basic framework is moved to large diameter pile depth predetermined position, and the drive of straight oil cylinder adjusts slide mass, makes Multiple groups cross cylinder and concrete prefabricated key gradually to the heart, the relay of multiple groups cross cylinder is by concrete prefabricated key jacked pile In hole wall.
Compared with prior art, the beneficial effects of the present invention are: control is flexible, strong operability, two prefabricated keys are determined Position is accurate, and centering effect is good, and root key top pushes away construction efficiency height.
Detailed description of the invention
Fig. 1 is 3-D view of the present invention;
Fig. 2 is main view of the present invention;
Fig. 3 is left view in Fig. 2;
Fig. 4 is top view in Fig. 2.
In figure: 1, basic framework;2, vertical oil cylinder;3, slide mass;3-1, locating rod;4, pedestal;4-1, sliding slot;5, coagulation Native prefabricated key;6, root key supporting plate mechanism;6-1, fixed plate;6-2, supporting plate;6-3, adjustment oil cylinder;8, sensor.
Specific embodiment
It is a specific embodiment of invention below, invention is described further now in conjunction with attached drawing.
As shown in Figures 1 to 4, a kind of major diameter root key jacking mechanism, basic framework 1 are rectangular frame structure, upper end Equipped with connector, for quickly connecting with host, host can control major diameter root key jacking mechanism and provide high pressure for it Oily power.Basic framework 1 is mainly including upper junction plate, four vertical pillars being connected under upper junction plate, and is connected to four Pedestal 4 under a vertical pillar, pedestal 4 are provided with the sliding slot 4-1 of upward and downward;Slide mass 3 is slidably mounted on the sliding slot of basic framework 1 It is interior, the through-hole passed through for slide mass 3 is provided in the middle part of pedestal 4, pedestal 4 can be passed through by guaranteeing that slide mass 3 slides up and down.In slide mass 3 top is equipped with the mounting bracket that is fixedly connected with basic framework 1, be separately installed at left and right sides of mounting bracket one group it is vertical Oil cylinder 2, vertical 2 lower end piston rod of oil cylinder are connect with slide mass 3;Vertical oil cylinder 2 is mobile for controlling slide mass 3, to adjust cunning The relative position up and down of kinetoplast 3 and basic framework 1.3 lower part of slide mass is equipped with three groups of water along the arrangement of 3 vertical direction of slide mass Flat oil cylinder;Every group of cross cylinder includes two, is respectively symmetrically mounted at left and right sides of 3 lower part of slide mass.This three groups of cross cylinders Stepped from the bottom to top, the distance stretched out to two sides successively increases.3 front and rear sides of slide mass are respectively fixed with one vertically Locating rod 3-1;Sensor 8 for detecting locating rod 3-1 stroke is installed in the mounting bracket on basic framework 1.Water Flat oil cylinder can position the position of slide mass 3 by sensor 8 when driving slide mass 3 to glide, also it is ensured that sliding The cross cylinder of body 3 can be parked in scheduled position, the every group of cross cylinder and prefabricated 5 water of key being accurately positioned in slide mass 3 It is flat concentric.By three groups of cross cylinders, successively pushing tow is mixed in 5 keys to stake holes wall of prefabricated key, and it is biggish to solve cross cylinder Stroke demand and the limited problem of installation space;Three groups of cross cylinder movements are more steady, improve the level of prefabricated key 5 with one heart Degree.Each side being provided with deep gouge a 4-1, two deep gouge 4-1 in the lower end surface of pedestal 4 is across 4 through hole center of pedestal; When work, two prefabricated keys 5 respectively relative at be placed in two deep gouge 4-1.In each of each deep gouge 4-1 opening Side is fixed with the root key supporting plate mechanism 6 for being used to support prefabricated key 5;Root key supporting plate mechanism 6 includes being fixed on 4 lower end of pedestal The fixed plate 6-1 in face;Front and back slidably connects supporting plate 6-2 on fixed plate 6-1, and one is further fixed on fixed plate 6-1 and is used for Control the mobile adjustment oil cylinder 6-3 of supporting plate 6-2.Adjustment oil cylinder 6-3 can control supporting plate 6-2 and be deep into deep gouge 4-1 opening, or Person retracts;When work, prefabricated key 5 is located in deep gouge 4-1, places on the supporting plate 6-2 with two sides.Root key supporting plate mechanism 6 is used to It holds and drags prefabricated key, and when encountering special formation situation, when prefabricated key fails jacking to Theoretical Design depth, by supporting plate 6-2 is withdrawn, equipment is smoothly proposed into open caisson.
The present invention is applicable in 4 meters to 6 meters stake diameters;It is applicable in root key size are as follows: 600mm × 600mm × 1800mm or 800mm × 800mm×1800mm;It is applicable in root key-shaped formula are as follows: rectangular hollow steel root key;Round hollow steel root key;Front end band blade cross-shaped steel Reinforced concrete root key.
Working principle:
It will be connected with host (rotary drilling rig etc.) by basic framework 1, and pass through the adjustment oil cylinder 6- in root key supporting plate mechanism 6 3 stretch out supporting plate 6-2, and prefabricated key 5 is placed on supporting plate 6-2;
Lower root key top transfers to target depth into device, starts jacking work;
First order cross cylinder in slide mass 3 starts jacking, after the completion of jacking, withdraws first order cross cylinder;
Vertical oil cylinder 2 drives slide mass 3 to move downward, and second level cross cylinder is horizontal to the heart with prefabricated key 5, starts With second level cross cylinder jacking, after the completion of the cross cylinder jacking of the second level and second level cross cylinder is withdrawn;
Vertical oil cylinder 2 drive slide mass 3 continue to move downward make third level cross cylinder and prefabricated 5 level of key to the heart simultaneously It starts to work;When using more stages cross cylinder, and so on, by prefabricated 5 jacking of key to projected depth.
The above is preferred embodiment, is not intended to restrict the invention patent, to those skilled in the art For member, the invention patent can have various modifications and variations.It is all within the invention patent spirit and principle, it is made any Modification is equal to replacement change etc., should all be comprising in the scope of protection of the patent of the present invention.

Claims (3)

1. a kind of major diameter root key jacking mechanism, including the rectangular basic framework (1) for connecting external motive device;It is special Sign is: basic framework (1) center is equipped with the slide mass (3) slided up and down along basic framework (1), basic framework (1) Lower end is connected with pedestal (4);One group is separately installed at left and right sides of basic framework (1) to be connected to basic framework (1) and slide It is used to control slide mass (3) mobile vertical oil cylinder (2) between kinetoplast (3);Slide mass (3) lower part is equipped with multiple groups edge The cross cylinder of slide mass (3) vertical direction arrangement;Cross cylinder described in every group includes two, is respectively symmetrically mounted on slide mass (3) at left and right sides of lower part;It is provided with the through-hole passed through for slide mass (3) in the middle part of the pedestal (4), is opened in the lower end surface of pedestal (4) There are the deep gouge (4-1) for being used to place concrete prefabricated key (5) for passing through pedestal (4) through-hole, deep gouge (4-1) and slide mass (3) cross cylinder position is corresponding in;There are two the concrete prefabricated key (5) is total, it is individually positioned in pedestal (4) deep gouge The both ends of (4-1);Every side of every one end deep gouge (4-1) opening is fixed with one and is used to support concrete prefabricated key (5) Root key supporting plate mechanism (6).
2. major diameter root key jacking mechanism according to claim 1, it is characterised in that: described key supporting plate mechanism (6) packet Include the fixed plate (6-1) for being fixed on pedestal (4) lower end surface;Front and back slidably connects supporting plate (6-2) on the fixed plate (6-1), One is further fixed on fixed plate (6-1) for controlling supporting plate (6-2) mobile adjustment oil cylinder (6-3).
3. major diameter root key jacking mechanism according to claim 1, it is characterised in that: slide mass (3) front and rear sides It is respectively fixed with a vertical locating rod (3-1);It is equipped on the basic framework (1) for detecting locating rod (3-1) The sensor (8) of stroke.
CN201711377383.4A 2017-12-19 2017-12-19 Major diameter root key jacking mechanism Active CN108104147B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711377383.4A CN108104147B (en) 2017-12-19 2017-12-19 Major diameter root key jacking mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711377383.4A CN108104147B (en) 2017-12-19 2017-12-19 Major diameter root key jacking mechanism

Publications (2)

Publication Number Publication Date
CN108104147A CN108104147A (en) 2018-06-01
CN108104147B true CN108104147B (en) 2019-08-30

Family

ID=62210230

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711377383.4A Active CN108104147B (en) 2017-12-19 2017-12-19 Major diameter root key jacking mechanism

Country Status (1)

Country Link
CN (1) CN108104147B (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5758729A (en) * 1980-09-22 1982-04-08 Itoo Kogyo Kensetsu Kk Foundation work for building
CN103225301A (en) * 2013-04-03 2013-07-31 中交路桥华南工程有限公司 Root key pushing device suitable for root type tubular pile foundation
CN203768942U (en) * 2014-03-24 2014-08-13 中国化学工程第三建设有限公司 Positioning device for embedded anchor bolts
CN205475307U (en) * 2016-03-08 2016-08-17 国网山东省电力公司莱州市供电公司 Rag bolt device of decontaminating
CN106677173A (en) * 2016-11-25 2017-05-17 淮阴工学院 Root key construction device for root pouring pile

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5758729A (en) * 1980-09-22 1982-04-08 Itoo Kogyo Kensetsu Kk Foundation work for building
CN103225301A (en) * 2013-04-03 2013-07-31 中交路桥华南工程有限公司 Root key pushing device suitable for root type tubular pile foundation
CN203768942U (en) * 2014-03-24 2014-08-13 中国化学工程第三建设有限公司 Positioning device for embedded anchor bolts
CN205475307U (en) * 2016-03-08 2016-08-17 国网山东省电力公司莱州市供电公司 Rag bolt device of decontaminating
CN106677173A (en) * 2016-11-25 2017-05-17 淮阴工学院 Root key construction device for root pouring pile

Also Published As

Publication number Publication date
CN108104147A (en) 2018-06-01

Similar Documents

Publication Publication Date Title
CN202090572U (en) Wall plastering machine for decorating building
CN108361519B (en) Mechanical type platform levelling device
CN208535312U (en) A kind of interior conduit mounting device
CN205530262U (en) Adjust timing frame of steel tube column stake position among half reverse construction
CN108104147B (en) Major diameter root key jacking mechanism
CN110286039A (en) Geotechnical model three-dimensional load test system based on underground hoistable platform
CN210857210U (en) Crawler pile driver with telescopic upright column
CN210427233U (en) Rock-soil model three-dimensional loading test system based on underground lifting platform
CN202131986U (en) Pile driver
CN108118713B (en) Major diameter root key top is into platform
CN208605135U (en) A kind of cross sliding type hydraulic lifting compression type jumbolter
CN207714319U (en) Single key jacking mechanism of open caisson
CN105926619A (en) Lifting mechanism for stand column of pile driver
CN205822185U (en) A kind of the frame mechanism of piling machine column
CN214089894U (en) Pit foundation supporting device for municipal works
CN214061674U (en) Reaction frame device for sectional pressurizing sinking
CN209369272U (en) A kind of Novel wall brick rises balancer
CN213061723U (en) Rib walking jacking device
CN209603145U (en) A kind of deep foundation pit support structure
CN204386190U (en) Building site net frame leveling special carrier
CN204964428U (en) Inclined shaft freezes to test pit shaft support
CN206428700U (en) A kind of perpendicularity guider based on permanent support structure prefabricated tubular pile
CN219033208U (en) Auxiliary supporting device of inclined pile driver and large-inclination-angle inclined pile driver
CN219908960U (en) Foundation pit excavation supporting device
CN212743874U (en) Crawler drill and supporting leg moving device thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant