CN108385747A - A kind of building construction ground excavating gear - Google Patents
A kind of building construction ground excavating gear Download PDFInfo
- Publication number
- CN108385747A CN108385747A CN201810474657.XA CN201810474657A CN108385747A CN 108385747 A CN108385747 A CN 108385747A CN 201810474657 A CN201810474657 A CN 201810474657A CN 108385747 A CN108385747 A CN 108385747A
- Authority
- CN
- China
- Prior art keywords
- motor
- retarder
- excavating gear
- building construction
- shell
- 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
- 238000009435 building construction Methods 0.000 title claims abstract description 16
- 239000002689 soil Substances 0.000 claims abstract description 32
- 230000001681 protective effect Effects 0.000 claims abstract description 13
- 239000003638 chemical reducing agent Substances 0.000 claims description 4
- 229910001080 W alloy Inorganic materials 0.000 claims description 3
- 239000000956 alloy Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 4
- 238000009412 basement excavation Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/06—Dredgers; Soil-shifting machines mechanically-driven with digging screws
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/02—Drilling rigs characterised by means for land transport with their own drive, e.g. skid mounting or wheel mounting
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Mechanical Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Earth Drilling (AREA)
Abstract
The invention discloses a kind of building construction ground excavating gears,Including excavating gear ontology,Excavating gear ontology includes shell,Hydraulic cylinder,Motor,Protective shell,Hydraulic stem,Retarder and soil fetching disk,There are two hydraulic cylinders arranged side by side for enclosure fixed installation,Two hydraulic cylinder lower ends arranged side by side are installed with hydraulic stem,Motor is equipped between two hydraulic cylinders arranged side by side,Motor lower end passes through active axis connection retarder,It is installed with protective shell on the outside of motor and retarder,Two hydraulic stem sides connect protective shell,Retarder lower end is rotatablely connected soil fetching disk by driving shaft,Soil fetching disk lower end is fixedly connected with drill bit,Shell lower end is installed with wheel,Wheel side is fixed by fixing bolt,A kind of building construction ground excavating gear of the present invention,The present apparatus uses the mode of drill bit and soil fetching disk operation simultaneously,Instead of traditional excavator operation,Need the regional work of bore operation efficient for some,Save the working time.
Description
Technical field
The present invention relates to a kind of basement excavation device, more particularly to a kind of building construction ground excavating gear belongs to digging
Dig equipment technical field.
Background technology
Ground refers to the soil body or rock mass of supporting base below building, and the soil layer as building lot is divided into rock, broken
Stone soil, sand, silt, cohesive soil and artificial earth fill, ground have two class of subsoil and artificial foundation's (composite foundation), natively
Base is the natural soil layer for being not required to very important person's reinforcing, and artificial foundation needs people's consolidation process, common to have aggregate chips bed course, sand bedding course, mixing
Grey earthen backfill is tamped again.
Traditional basement excavation mode mostly uses greatly excavator, but ground is not simple mound, some positions need
Specially treated is wanted, by excavator it is difficult to be effectively accomplished the desired effect of construction personnel, it is necessary to by hand digging, increase
Labor intensity also reduces construction efficiency.
Invention content
The purpose of the present invention is to provide a kind of building construction ground excavating gears, to solve to carry in above-mentioned background technology
The problem of going out.
To achieve the above object, the present invention provides the following technical solutions:
A kind of building construction ground excavating gear of the present invention, including excavating gear ontology, the excavating gear ontology packet
Shell, hydraulic cylinder, motor, protective shell, hydraulic stem, retarder and soil fetching disk are included, there are two simultaneously for the enclosure fixed installation
The hydraulic cylinder of row, two hydraulic cylinder lower ends arranged side by side are installed with hydraulic stem, two hydraulic cylinders arranged side by side it
Between be equipped with motor, the motor lower end is installed with guarantor by active axis connection retarder on the outside of the motor and retarder
Protective case, two hydraulic stem sides connect protective shell, and the retarder lower end is rotatablely connected soil fetching disk by driving shaft, described
Soil fetching disk lower end is fixedly connected with drill bit, and the shell lower end is installed with wheel, and the wheel side is solid by fixing bolt
It is fixed.
Preferably, the shell lower end is equipped with cavity, and cavity and soil fetching disk match design.
Preferably, the hydraulic stem designs for L-type.
Preferably, it is installed with driving device between two wheels, is equipped with motor in driving device, motor passes through
Connecting shaft drives traveling speed reducer, traveling speed reducer to pass through connecting shaft band motor car wheel.
Preferably, it is fixedly connected with runner in the middle part of the soil fetching disk, the soil fetching disk and runner are made of tungsten alloy material.
Compared with prior art, the beneficial effects of the invention are as follows:A kind of building construction ground excavating gear of the present invention, tool
There is punching to fetch earth operation the characteristics of being carried out at the same time, specific in use, having basement excavation device phase with traditional building construction
Comparatively, the present apparatus uses the mode of drill bit and soil fetching disk operation simultaneously, instead of traditional excavator operation, for one
It needs the regional work of bore operation efficient a bit, saves the working time.
Description of the drawings
Fig. 1 is positive structure schematic of the present invention;
Fig. 2 is the soil fetching disk structural schematic diagram of the present invention.
In figure:1, excavating gear ontology, 2, shell, 3, hydraulic cylinder, 4, motor, 5, protective shell, 6, hydraulic stem, 7, actively
Axis, 8, retarder, 9, soil fetching disk, 10, wheel, 11, fixing bolt, 12, drill bit, 13, runner.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
- 2 are please referred to Fig.1, the present invention provides a kind of technical solution:A kind of building construction ground excavating gear, including dig
Device body 1 is dug, excavating gear ontology 1 includes shell 2, hydraulic cylinder 3, motor 4, protective shell 5, hydraulic stem 6, retarder 8 and takes
Native disk 9, there are two hydraulic cylinders 3 arranged side by side for 2 inside fixed installation of shell, and two 3 lower ends of hydraulic cylinder arranged side by side are installed with
Hydraulic stem 6, motor 4 is equipped between two hydraulic cylinders 3 arranged side by side, and 4 lower end of motor passes through driving shaft 7 and connects retarder 8, motor 4
It is installed with protective shell 5 with 8 outside of retarder, two 6 sides of hydraulic stem connect protective shell 5, and 8 lower end of retarder passes through master
Moving axis 7 is rotatablely connected soil fetching disk 9, and 9 lower end of soil fetching disk is fixedly connected with drill bit 12, and 2 lower end of shell is installed with wheel 10, wheel
10 sides are fixed by fixing bolt 11, and the present apparatus uses the mode of drill bit 12 and the operation simultaneously of soil fetching disk 9, instead of tradition
Excavator operation, need the regional work of bore operation efficient for some, save the working time.
2 lower end of shell is equipped with cavity, and cavity and soil fetching disk 9 match design, and hydraulic stem 6 designs for L-type, two wheels 10
Between be installed with driving device, motor is equipped in driving device, motor drives traveling speed reducer, walking to subtract by connecting shaft
Fast device is fixedly connected with runner 13 by connecting shaft band motor car wheel 10,9 middle part of soil fetching disk, and soil fetching disk 9 and runner 13 are tungsten alloy material
Material is made, firm, high-temperature wearable.
Specifically, the present invention is in use, a kind of building construction ground excavating gear of the present invention, has and punch operation of fetching earth
The characteristics of being carried out at the same time drives wheel 10 that excavating gear ontology 1 is fixed in work surface, opens motor 4 by driving device
Retarder 8 is driven by driving shaft 7 to drive soil fetching disk 9 and drill bit 12 to rotate, and pushes hydraulic stem 6 downward by hydraulic cylinder 3
Movement collects the post-job native slag that breaks ground by soil fetching disk 9, for bore operation to push drill bit 12 to carry out operation of breaking ground
Region, while drilling complete fetch earth.
In the description of the present invention, it is to be understood that, term " coaxial ", " bottom ", " one end ", " top ", " middle part ",
The orientation or positional relationship of the instructions such as " other end ", "upper", " side ", " top ", "inner", " front ", " center ", " both ends " is
It is based on the orientation or positional relationship shown in the drawings, is merely for convenience of description of the present invention and simplification of the description, rather than instruction or dark
Show that signified device or element must have a particular orientation, with specific azimuth configuration and operation, therefore should not be understood as pair
The limitation of the present invention.
In addition, term " first ", " second ", " third ", " the 4th " are used for description purposes only, and should not be understood as instruction or
It implies relative importance or implicitly indicates the quantity of indicated technical characteristic, define " first ", " second ", " the as a result,
Three ", the feature of " the 4th " can explicitly or implicitly include at least one of the features.
In the present invention unless specifically defined or limited otherwise, term " installation ", " setting ", " connection ", " fixation ",
Terms such as " being screwed on " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral;It can be with
It is mechanical connection, can also be electrical connection;It can be directly connected, can also can be indirectly connected through an intermediary two
The interaction relationship of connection or two elements inside a element, unless otherwise restricted clearly, for the common of this field
For technical staff, the specific meanings of the above terms in the present invention can be understood according to specific conditions.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
Understanding without departing from the principles and spirit of the present invention can carry out these embodiments a variety of variations, modification, replace
And modification, the scope of the present invention is defined by the appended.
Claims (5)
1. a kind of building construction ground excavating gear, including excavating gear ontology (1), which is characterized in that the excavating gear
Ontology (1) includes shell (2), hydraulic cylinder (3), motor (4), protective shell (5), hydraulic stem (6), retarder (8) and soil fetching disk
(9), hydraulic cylinder (3) arranged side by side there are two being fixedly mounted inside the shell (2), two hydraulic cylinder (3) lower ends arranged side by side
It is installed with hydraulic stem (6), motor (4), motor (4) lower end are equipped between two hydraulic cylinders (3) arranged side by side
Retarder (8) is connected by driving shaft (7), the motor (4) and retarder (8) outside are installed with protective shell (5), two
Hydraulic stem (6) the side connection protective shell (5), retarder (8) lower end are rotatablely connected soil fetching disk by driving shaft (7)
(9), soil fetching disk (9) lower end is fixedly connected with drill bit (12), and shell (2) lower end is installed with wheel (10), described
Wheel (10) side is fixed by fixing bolt (11).
2. a kind of building construction ground excavating gear according to claim 1, it is characterised in that:Under the shell (2)
End is equipped with cavity, and cavity and soil fetching disk (9) match design.
3. a kind of building construction ground excavating gear according to claim 1, it is characterised in that:The hydraulic stem (6)
It is designed for L-type.
4. a kind of building construction ground excavating gear according to claim 1, it is characterised in that:Two wheels
(10) it is installed with driving device between, motor is equipped in driving device, motor drives traveling speed reducer, row by connecting shaft
It walks retarder and passes through connecting shaft band motor car wheel (10).
5. a kind of building construction ground excavating gear according to claim 1, it is characterised in that:The soil fetching disk (9)
Middle part is fixedly connected with runner (13), and the soil fetching disk (9) and runner (13) are made of tungsten alloy material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810474657.XA CN108385747A (en) | 2018-05-17 | 2018-05-17 | A kind of building construction ground excavating gear |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810474657.XA CN108385747A (en) | 2018-05-17 | 2018-05-17 | A kind of building construction ground excavating gear |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108385747A true CN108385747A (en) | 2018-08-10 |
Family
ID=63071363
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810474657.XA Pending CN108385747A (en) | 2018-05-17 | 2018-05-17 | A kind of building construction ground excavating gear |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108385747A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111594032A (en) * | 2020-05-12 | 2020-08-28 | 深圳市桥梁维修设备科技有限公司 | Portable foundation perforating device |
CN112144590A (en) * | 2020-09-17 | 2020-12-29 | 宋蓝 | Foundation excavating device for building construction |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002275929A (en) * | 2001-03-14 | 2002-09-25 | Nishimatsu Constr Co Ltd | Bucket and excavator |
JP2017057619A (en) * | 2015-09-16 | 2017-03-23 | 地盤ネット株式会社 | Soil character sampler and soil character sampling method |
CN206635841U (en) * | 2017-03-28 | 2017-11-14 | 中交第一航务工程局有限公司 | A kind of automatic excavation and construction device for deep foundation ditch |
-
2018
- 2018-05-17 CN CN201810474657.XA patent/CN108385747A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002275929A (en) * | 2001-03-14 | 2002-09-25 | Nishimatsu Constr Co Ltd | Bucket and excavator |
JP2017057619A (en) * | 2015-09-16 | 2017-03-23 | 地盤ネット株式会社 | Soil character sampler and soil character sampling method |
CN206635841U (en) * | 2017-03-28 | 2017-11-14 | 中交第一航务工程局有限公司 | A kind of automatic excavation and construction device for deep foundation ditch |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111594032A (en) * | 2020-05-12 | 2020-08-28 | 深圳市桥梁维修设备科技有限公司 | Portable foundation perforating device |
CN112144590A (en) * | 2020-09-17 | 2020-12-29 | 宋蓝 | Foundation excavating device for building construction |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108756894B (en) | Tunnel micro- three step top Core Soil construction | |
CN106245985B (en) | Hydraulic electric pole pole erecting vehicle | |
CN102268993B (en) | Method for excavating tunnel in high liquid limit soil | |
CN103899318B (en) | The milling of medium ground tunnel is dug and supporting machinery construction | |
CN101196117A (en) | Non-blasting digging method for tunnel and underground project | |
CN101173517A (en) | Pile-pulling construction method | |
CN108412503A (en) | Bias shallow tunnel entrance construction safeguard structure and its construction method | |
CN106401645A (en) | Pressure-relief support coordination control method for deep high-stress tunnel based on borehole pressure relief | |
CN107701098A (en) | Sand foundation bored concrete pile drilling pretreatment convolution drilling equipment and its construction method | |
CN101886390A (en) | All casing static pressure pile pulling technology in narrow space | |
CN206752482U (en) | Control the combination retaining structure of biased deformation | |
CN201650285U (en) | Coal mining loader | |
CN107620600A (en) | A kind of MJS engineering methods and pipe-roof method combined supporting big cross section small interval tunneling engineering method | |
CN108385747A (en) | A kind of building construction ground excavating gear | |
CN107401161A (en) | High ferro shield tunnel construction method is worn under pipe-roof method and MJS method joint reinforcements | |
CN209604053U (en) | Combined bolting and shotcrete operation rock bolting jumbo | |
CN104141500A (en) | Hardened sand gravel stratum cavern construction method | |
CN104278679A (en) | Envelope structure combining five (six) shaft mixing piles with precast tubular piles and construction method | |
CN106703836A (en) | Treatment method of the bedding soft soil of existing circular shield tunnel | |
CN212129296U (en) | Earth and stone operation equipment | |
CN109630123A (en) | Deep shaft rock ripper | |
CN105113492A (en) | Construction method of composite pile applicable to cohesive soil, sandy soil and muddy soil foundations | |
CN208431000U (en) | Deep shaft rock ripper | |
CN201078234Y (en) | Integral hydraulic pressure steel sheet piling curtain of vertical shaft construction overflowing sand bed | |
CN206634089U (en) | Contact area steady type hydraulic crawler excavator crawler belt can be increased |
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 | ||
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180810 |