CN108952560A - Mining building site hammers body - Google Patents
Mining building site hammers body Download PDFInfo
- Publication number
- CN108952560A CN108952560A CN201810824337.2A CN201810824337A CN108952560A CN 108952560 A CN108952560 A CN 108952560A CN 201810824337 A CN201810824337 A CN 201810824337A CN 108952560 A CN108952560 A CN 108952560A
- Authority
- CN
- China
- Prior art keywords
- main body
- hammer portion
- hammering
- gravity
- sliding block
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B1/00—Percussion drilling
- E21B1/02—Surface drives for drop hammers or percussion drilling, e.g. with a cable
Abstract
The invention discloses a kind of mining building sites to hammer body, including main body gravity part, the centre of main body gravity part has a hammering chamber, hammers the intracavitary secondary hammer portion of installation, the outer diameter of secondary hammer portion is equal to the internal diameter of hammering chamber, and secondary hammer portion is slided along the inner wall of hammering chamber；The outside of the main body gravity part is provided with the gravity ring moved up and down along main body gravity part, the centre of gravity ring is provided with a through-hole, a sliding block is respectively arranged in through-hole wall two sides, the main body gravity part two sides of face sliding block are each provided with a perforative sliding cavity, hammering chamber among sliding cavity and main body gravity part communicates, sliding block pass through sliding cavity and be inserted into hammering it is intracavitary, the inserting end of the sliding block is buckled into the two sides of secondary hammer portion.The present invention has secondary impact ability, increases the single hammering depth of pit-hole, and loosen the soil using what secondary hammer portion drive gravity ring compression was got, prevents main body gravity part after extraction, loosening the soil on side can slide into pit-hole.
Description
Technical field
The present invention relates to a kind of building site articles, and in particular to a kind of mining building site hammering body.
Background technique
In building site, if it is desired to move, generally will use a solid hammering body, top is lifted by crane whole using lifting appliance
A hammering body, then freely falling body again, is squeezed among soil using the gravity of hammering body, with this repetitive cycling action, is needed
Want the pit-hole of depth.
But since the structure of hammering body is simple, hammering every time is caused all only once to strike ground, hammering body squeezes into ground
The depth in face is inadequate, and efficiency is caused to reduce.
In addition, will form loosening the soil for a circle on pit-hole side, it is from pit-hole that these, which loosen the soil, after hammering body is driven into ground
Middle discharge, these loosen the soil can be attached on the side of hammering body when hammering body and squeezing into, and after hammering body is lifted, these loosen the soil
It can drop into pit-hole again, part fills pit-hole, and working efficiency is caused further to reduce.
How to solve the problem of the shallower inefficiency occurred of impact depth and solves to loosen the soil that slide be anxious simultaneously
Technical problem to be solved.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of mining building sites to hammer body, by increase secondary hammering body with
And gravity ring, and by the linkage structure of the two, deficiency in the prior art is effectively solved, achievees the purpose that high-efficient homework.
The present invention is achieved through the following technical solutions: a kind of mining building site hammering body, including main body gravity part, main
The centre of body gravity part has a hammering chamber, hammers the intracavitary secondary hammer portion of installation, and the outer diameter of secondary hammer portion is equal to hammering
The internal diameter of chamber, secondary hammer portion are slided along the inner wall of hammering chamber；
The outside of the main body gravity part is provided with the gravity ring moved up and down along main body gravity part, gravity ring
Centre is provided with a through-hole, and a sliding block is respectively arranged in through-hole wall two sides, and the main body gravity part two sides of face sliding block are each provided with
Hammering chamber among one perforative sliding cavity, sliding cavity and main body gravity part communicates, and sliding block passes through sliding cavity and is inserted into hammering
Intracavitary, the inserting end of the sliding block is buckled into the two sides of secondary hammer portion.
The two sides of the bottom of the secondary hammer portion are each provided with a linkage chamber as a preferred technical solution, and sliding block is worn
Cross sliding cavity and be incorporated in secondary hammer portion two sides linkage it is intracavitary.
The height of the linkage chamber is greater than the height of sliding block as a preferred technical solution,.
The bottom of the main body gravity part is provided with a tapered portion as a preferred technical solution, and tapered portion is inserted in soil
In earth.
The bottom surface of the hammering chamber is provided with the hammer portion of a protrusion, the upper end of hammer portion as a preferred technical solution,
Face is the concave surface of an arc, and the bottom of the secondary hammer portion is provided with a spherical surface impact portion.
A hanging ring is provided at the top of the secondary hammer portion as a preferred technical solution, hanging ring upper end connects lifting rope,
Gravity lifting equipment outside lifting rope connection.
The gravity ring, main body gravity part and secondary hammer portion are all made of steel as a preferred technical solution,.
The beneficial effects of the present invention are: invention has secondary impact ability, increase the single hammering depth of pit-hole, and utilizes
What secondary hammer portion drive gravity ring compression was got loosens the soil, and prevents main body gravity part after extraction, loosening the soil on side can slide into
Into pit-hole.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is whole interior structural schematic diagram of the invention；
Fig. 2 is usage state diagram of the present invention after impact.
Coding in figure is respectively as follows: 1 for hammer portion, and 2 is hammer chamber, and 3 be the stack layer that loosens the soil, and 4 be sliding block, and 5 be tapered portion,
Gravity part based on 6,7 be spherical surface impact portion, and 8 be gravity ring, and 9 be linkage chamber, and 11 be sliding cavity, and 12 be secondary hammer portion, 13
For hanging ring.
Specific embodiment
As shown in Figure 1, this mining building site hammers body, including main body gravity part 6, the centre of main body gravity part 6 has one
Chamber 2 is hammered, the secondary hammer portion 12 of installation in hammering chamber 2, the outer diameter of secondary hammer portion 12 is equal to the internal diameter of hammering chamber 2, secondary hammer
Portion 12 is hit to slide along the inner wall of hammering chamber 2；
The outside of main body gravity part 6 is provided with the gravity ring 8 moved up and down along main body gravity part, gravity ring 8
Centre is provided with a through-hole, and a sliding block 4 is respectively arranged in through-hole wall two sides, and 6 two sides of main body gravity part of face sliding block 4 are respectively arranged
There is a perforative sliding cavity 11, sliding cavity 11 is communicated with the hammering chamber 2 among main body gravity part 6, and sliding block 4 passes through sliding cavity 11 simultaneously
It is inserted into hammering chamber 2, the inserting end of sliding block 4 is buckled into the two sides of secondary hammer portion 12, the two sides of the bottom of secondary hammer portion 12
Be each provided with a linkage chamber 9, sliding block 4 pass through sliding cavity 11 and be incorporated in secondary 12 two sides of hammer portion linkage it is intracavitary.Pass through
Above structure forms a linkage structure, in this way when secondary hammer portion rises or declines, can all drive external gravity ring
Rise and fall.
As can be known from Fig. 1, after secondary hammer portion is sling by external gravity lifting equipment, due to the inserting end of sliding block
The linkage buckled into secondary hammer portion two sides is intracavitary, and entire gravity ring is moved to top by sliding cavity at this time.
Wherein, the height of linkage chamber 9 is greater than the height of sliding block 4, after external gravity lifting equipment is put down, entire main body
Gravity part and secondary hammer portion can freely falling body simultaneously, when the hammering of main body gravity part on the ground when, using gravity by its dozen
Enter in soil, form pit-hole, in the external stack layer 3 that loosens the soil for forming a circle of pit-hole, secondary hammer portion is along hammering chamber at this time
It falls, strikes main body gravity part again using the gravity of secondary hammer portion, and then realize secondary impact using secondary hammer portion, because
This primary lifting can be achieved to strike twice, greatly promote working efficiency.
Wherein, the bottom of main body gravity part is provided with a tapered portion 5, and tapered portion 5 is inserted in soil, hammers the bottom surface of chamber
It is provided with the hammer portion 1 of a protrusion, the upper surface of hammer portion 1 is the concave surface of an arc, and the bottom of secondary hammer portion is provided with
One spherical surface impact portion 7.
The top of secondary hammer portion 12 is provided with a hanging ring 13, and 13 upper end of hanging ring connects lifting rope, the weight outside lifting rope connection
Power lifting equipment, gravity ring, main body gravity part and secondary hammer portion are all made of steel, due to gravity ring, main body gravity part with
And secondary hammer portion is all made of steel, therefore can efficiently use gravity impact, and hanging ring is mainly used for connecting lifting rope use.
When secondary hammer portion drops to extreme position, gravity ring can push the stack layer 3 that loosens the soil to arch upward simultaneously, such as Fig. 2
It is shown, it is compacted loosen the soil at this time using the effect of gravity ring, in this way after main body gravity part is sling again, loosen the soil all over will not fall
Enter into pit-hole.
The beneficial effects of the present invention are: invention has secondary impact ability, increase the single hammering depth of pit-hole, and utilizes
What secondary hammer portion drive gravity ring compression was got loosens the soil, and prevents main body gravity part after extraction, loosening the soil on side can slide into
Into pit-hole.
The above description is merely a specific embodiment, but scope of protection of the present invention is not limited thereto, any
The change or replacement expected without creative work, should be covered by the protection scope of the present invention.Therefore, of the invention
Protection scope should be determined by the scope of protection defined in the claims.
Claims (7)
1. a kind of mining building site hammers body, it is characterised in that: including main body gravity part, the centre of main body gravity part has a hammer
Chamber is hit, the intracavitary secondary hammer portion of installation is hammered, the outer diameter of secondary hammer portion is equal to the internal diameter of hammering chamber, and secondary hammer portion is along hammer
Hit the inner wall sliding of chamber；
The outside of the main body gravity part is provided with the gravity ring moved up and down along main body gravity part, the centre of gravity ring
It is provided with a through-hole, a sliding block is respectively arranged in through-hole wall two sides, and the main body gravity part two sides of face sliding block are each provided with always
Hammering chamber among the sliding cavity worn, sliding cavity and main body gravity part communicates, sliding block pass through sliding cavity and be inserted into hammering it is intracavitary,
The inserting end of the sliding block is buckled into the two sides of secondary hammer portion.
2. mining building site as described in claim 1 hammers body, it is characterised in that: the two sides of the bottom of the secondary hammer portion are respectively set
Be equipped with a linkage chamber, sliding block pass through sliding cavity and be incorporated in secondary hammer portion two sides linkage it is intracavitary.
3. mining building site as claimed in claim 2 hammers body, it is characterised in that: the height of the linkage chamber is greater than the height of sliding block
Degree.
4. mining building site as described in claim 1 hammers body, it is characterised in that: the bottom of the main body gravity part is provided with one
Tapered portion, tapered portion are inserted in soil.
5. mining building site as described in claim 1 hammers body, it is characterised in that: the bottom surface of the hammering chamber is provided with a protrusion
Hammer portion, the upper surface of hammer portion is the concave surface of an arc, and the bottom of the secondary hammer portion is provided with spherical surface impact
Portion.
6. mining building site as described in claim 1 hammers body, it is characterised in that: be provided with one at the top of the secondary hammer portion
Hanging ring, hanging ring upper end connect lifting rope, the gravity lifting equipment outside lifting rope connection.
7. mining building site as described in claim 1 hammers body, it is characterised in that: the gravity ring, main body gravity part and two
Secondary hammer portion is all made of steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810824337.2A CN108952560B (en) | 2018-07-25 | 2018-07-25 | Mining site hammering body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810824337.2A CN108952560B (en) | 2018-07-25 | 2018-07-25 | Mining site hammering body |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108952560A true CN108952560A (en) | 2018-12-07 |
| CN108952560B CN108952560B (en) | 2020-08-07 |
Family
ID=64464741
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810824337.2A Active CN108952560B (en) | 2018-07-25 | 2018-07-25 | Mining site hammering body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108952560B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0565500A1 (en) * | 1992-04-09 | 1993-10-13 | Atlas Copco Rocktech Ab | Rock drilling device |
| CN101858081A (en) * | 2010-07-05 | 2010-10-13 | 天津建岩岩土工程有限公司 | Simple and easy pore-forming device of cast-in-place pile hammer |
| CN102425166A (en) * | 2011-09-09 | 2012-04-25 | 苏州力高建筑工程技术有限公司 | Novel pile driving method and equipment for foundation construction treatment |
| CN104727309A (en) * | 2015-02-02 | 2015-06-24 | 中国电力工程顾问集团中南电力设计院有限公司 | Construction technology of squeeze-in expanded-base pipe pile |
| CN107338781A (en) * | 2017-08-10 | 2017-11-10 | 中国电建集团华东勘测设计研究院有限公司 | A kind of compacting pile construction device and its construction method |
| KR20180019496A (en) * | 2017-09-07 | 2018-02-26 | (주)동우기계 | Bit for excavating |
| CN207123629U (en) * | 2017-07-10 | 2018-03-20 | 深圳市捷泰欣通信设备有限公司 | A kind of optical fiber protection structure for optical fiber connector |
-
2018
- 2018-07-25 CN CN201810824337.2A patent/CN108952560B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0565500A1 (en) * | 1992-04-09 | 1993-10-13 | Atlas Copco Rocktech Ab | Rock drilling device |
| CN101858081A (en) * | 2010-07-05 | 2010-10-13 | 天津建岩岩土工程有限公司 | Simple and easy pore-forming device of cast-in-place pile hammer |
| CN102425166A (en) * | 2011-09-09 | 2012-04-25 | 苏州力高建筑工程技术有限公司 | Novel pile driving method and equipment for foundation construction treatment |
| CN104727309A (en) * | 2015-02-02 | 2015-06-24 | 中国电力工程顾问集团中南电力设计院有限公司 | Construction technology of squeeze-in expanded-base pipe pile |
| CN207123629U (en) * | 2017-07-10 | 2018-03-20 | 深圳市捷泰欣通信设备有限公司 | A kind of optical fiber protection structure for optical fiber connector |
| CN107338781A (en) * | 2017-08-10 | 2017-11-10 | 中国电建集团华东勘测设计研究院有限公司 | A kind of compacting pile construction device and its construction method |
| KR20180019496A (en) * | 2017-09-07 | 2018-02-26 | (주)동우기계 | Bit for excavating |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108952560B (en) | 2020-08-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204266188U (en) | A kind of Built-up rammer reducing positice ground effect | |
| CN104234109B (en) | Hydraulic breaking hammer | |
| CN108952560A (en) | Mining building site hammers body | |
| CN207296885U (en) | High-efficient impacting drill bit is used in the construction of pile foundation impact holing | |
| CN105019455B (en) | Inner striking type immersed tube pile monkey | |
| CN208201865U (en) | Column hammer and rammed bulb pile equipment | |
| CN202247841U (en) | Flat bottom multifunctional heavy hammer | |
| CN202247843U (en) | Arc-shaped-bottom-surface-type dynamic compaction hammer | |
| CN205935009U (en) | Pole ware of digging a hole with adjustable | |
| CN209741866U (en) | Micro steel pipe pile structure with built-in reinforcing steel bar bundles | |
| CN204825891U (en) | A hammer is played to automatic rammer of slope lime stake for existing building foundation stabilization | |
| CN208830262U (en) | A kind of Ecological Retaining Wall wall brick | |
| CN112942342A (en) | Foundation pile for building | |
| AU2013262356B2 (en) | High-efficiency mining method for percussing falling-materials without trapping materials and high-efficiency mining machine for percussing falling-materials without trapping materials | |
| CN102733414B (en) | Water pool anti-floating method by combining square tapered anchored piers with horizontal stay bar | |
| CN207376575U (en) | A kind of waterway revetment ecological block | |
| CN206458323U (en) | A kind of impact tup punched in advance for rotary digging stake holes | |
| KR100946897B1 (en) | Pile structure for a soft-ground | |
| CN204590648U (en) | Safe cage under the hole dug is drawn for electric force pole tower stone pit | |
| CN206279573U (en) | A kind of impact drill hammer | |
| CN209539302U (en) | A kind of bi-directional oscillating device | |
| CN207878448U (en) | A kind of counterweight is flexible and falls the strong rammer hammer for ramming quiet run safety | |
| CN217378887U (en) | Piling device | |
| CN207062934U (en) | One kind building stake | |
| CN109440787A (en) | The structure and method of engineering slope and underground chamber excavation and support simultaneously in a kind of Toppling Deformation rock mass |
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 | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20200713 Address after: 322105 Zhejiang city of Jinhua province Dongyang City Song Town sokdam Village No. 1 Applicant after: DONGYANG TIANQI TECHNOLOGY Co.,Ltd. Address before: Hengdian Town, Zhejiang city of Jinhua province Dongyang 322118 Bridge City Community peaks No. 184 Applicant before: Zhang Gang |
|
| TA01 | Transfer of patent application right | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |