CN106436782A - High-strain detection super-large hammer self-beating device and application method - Google Patents

High-strain detection super-large hammer self-beating device and application method Download PDF

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Publication number
CN106436782A
CN106436782A CN201610820687.2A CN201610820687A CN106436782A CN 106436782 A CN106436782 A CN 106436782A CN 201610820687 A CN201610820687 A CN 201610820687A CN 106436782 A CN106436782 A CN 106436782A
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CN
China
Prior art keywords
hammer
tripping gear
pulley
injection device
high strain
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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
Application number
CN201610820687.2A
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Chinese (zh)
Inventor
韩强
赵釜
吴爱勇
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Guangdong Zhengxin Engineering Technology Co Ltd
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Guangdong Zhengxin Engineering 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.)
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Publication date
Application filed by Guangdong Zhengxin Engineering Technology Co Ltd filed Critical Guangdong Zhengxin Engineering Technology Co Ltd
Priority to CN201610820687.2A priority Critical patent/CN106436782A/en
Publication of CN106436782A publication Critical patent/CN106436782A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures

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  • 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)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

The invention relates to the technical field of engineering technology detection, in particular to a high-strain detection super-large hammer self-beating device and an application method. The high-strain detection super-large hammer self-beating device comprises a hammer frame, and is characterized in that the hammer frame is provided with a hydraulic lifting device, and the hammer frame is internally provided with a pulley assembly connected with the hydraulic lifting device, an inner unhooking device arranged on the pulley assembly, and an outer unhooking device arranged on the outer side of the hammer frame and connected with the inner unhooking device; hammer body ascending and descending are achieved through the pulley assembly via the hydraulic lifting device, and the inner unhooking device and the outer unhooking device achieve automatic unhooking and automatic heavy hammer hoisting through ascending and descending of a hammer body. The high-strain detection super-large hammer self-beating device and the application method have the beneficial effects that the using cost is low, convenience and rapidness are achieved, and practicability is high.

Description

A kind of high strain monitoring super large is hammered into shape from injection device and using method
Technical field
The present invention relates to engineering technology detection technique field, certainly apply more particularly, to a kind of high strain monitoring super large hammer Beat device and using method.
Background technology
High strain monitoring, is to use tension weight churning stake top, surveys speed and the power time-history curves in stake top portion, by wave theory Analysis, the detection method that single pile vertical resistance pressure bearing capacity and pile body integrity are judged.High strain monitoring method at this stage During detection foundation pile, in order that producing certain relative displacement between stake soil, need effect in stake to have larger energy it is therefore necessary to Hammer stake top with weight, weight produces larger impulsive force needs the lifting of certain altitude.
Weight mostly at tens tonnes not, needs large-scale crane that weight is lifted when being tested at this stage, But because weight breaks off relations in a flash, lead to crane load acute variation, larger impact is produced to crane, can be to lifting Machine structure produces to be damaged.Simultaneously because crane not have limiting structure that hammer body is carried out in lifting process spacing, may lead Cause hammer body axis misaligned with tested pile foundation axis, carry out test and can lead to tested pile foundation discontinuity, impact is high should Become the accuracy of test.Simultaneously because charges for using winch is higher, certain impact can be produced on benefit, affect practicality.
The present invention is to overcome the problems referred to above, provides a kind of high strain monitoring super large to hammer into shape from injection device, has use cost Feature low, convenient and swift, that practicality is high.
Content of the invention
The present invention is at least one defect overcoming described in above-mentioned prior art, provides a kind of high strain monitoring super large hammer certainly Injection device and using method are it can be ensured that have the characteristics that during using that use cost is low, convenient and swift, practicality is high.
For solving above-mentioned technical problem, the technical solution used in the present invention is:A kind of high strain monitoring super large is hammered into shape from injection Device, include hammer carrier it is characterised in that:Described hammer carrier is provided with hydraulic lift, is provided with and hydraulic lifting system in hammer carrier The pulley assembly that system connects, is arranged on the interior tripping gear on pulley assembly, is connected outside hammer carrier and with interior tripping gear Outer tripping gear, hydraulic lifting system realizes hammer body lifting by pulley assembly, and interior tripping gear and outer tripping gear pass through Hammer body lifting is realized automatically-unhooked and automatic hanging and is played weight.
The present invention provides a kind of new high strain monitoring super large to hammer into shape from injection device, located at the hydraulic lifting at hammer carrier top System can substitute the function of lift, realize the simplification of single unit system and reduce use cost.Pulley within located at hammer carrier Assembly is capable of with the function of less power lifting heavy, and interior tripping gear and outer tripping gear cooperate and be capable of controlling The function that system breaks off relations.Interior tripping gear can utilize the deadweight of itself to realize automatically being fitted together to hanger simultaneously, can simplify actual behaviour Make flow process, reduce cost.
In one embodiment, gin wheel part is provided with the fixed pulley group being arranged on hammer carrier top and is connected with interior tripping gear The running block connecing.
Assembly pulley has direction and the labour-saving function of change power, can pass through at least provided with a movable pulley in hammer carrier The structure function of movable pulley realizes labour-saving purpose.Because hammer weight is larger, the burden of hydraulic lift is larger, using movable pulley The mode of group and the combination of fixed pulley group can preferably realize labour-saving purpose, improve the service life of device simultaneously.And it is dynamic Assembly pulley can move up and down in hammer carrier, and hydraulic lift can be facilitated to realize laborsaving work(to while the lifting of hammer body Can, improve device practicality.
Preferably, running block is provided with the stopping means chimeric with hammer carrier.
Due to running block be mainly used to lifted hammer body, therefore running block can stablize lifting determine hammer body can be steady Fixed lifting.Running block arranges stopping means, running block can be limited in certain scope, improve device fortune Stability in row.
In one embodiment, interior tripping gear is provided with two the first arms with crotch that can be dynamically connected, with the first arm The second arm that can be dynamically connected, the second arm can be dynamically connected with running block.
Can the structures shape of interior tripping gear automatic unhooking function be realized well.Interior tripping gear is set to scissors Shape, the first arm carries crotch and being dynamically connected, and two the first arms being capable of flexible rotating each other.Can be dynamically connected on first arm There is the second arm, can flexibly rotate between the second arm and the first arm.The one end being therefore connected with running block in the second arm is consolidated In the case of fixed, interior tripping gear is capable of contraction and the stretching, extension of itself, realizes automatically taking off during contraction and stretching, extension Hook and the function of automatic crawl, have considerable flexibility during use.
Preferably, the movable junction of two the first arms is connected with unhook assembly pulley.
Unhook function could preferably be realized because interior tripping gear and outer tripping gear cooperate, in two the first arms Can junction connect unhook assembly pulley can preferably be connected with outer tripping gear, simultaneously unhook assembly pulley can pass through outer take off Hook device drive in tripping gear mass motion, preferably realize automatically-unhooked and automatic hanging and play weight.
In one embodiment, outer tripping gear is provided with the fixture being connected with the assembly pulley that breaks off relations, and fixture can be with hammer carrier The fixing groove being provided with is fitted together to.
Traditional device is realized needing manually to apply pulling force to suspension hook from injection, therefore can cause a lot in use Inconvenience and potential safety hazard.The present invention passes through the cooperation of fixture and fixing groove, during interior tripping gear declines automatically Apply pulling force, can automatically realize from the function of breaking off relations without artificial operation, practicality is high.
In one embodiment, hammer body is provided with gathering sill, is provided with guide rail in hammer carrier.
In order to make hammer body smoothly move in hammer carrier, it is provided with guide rail in hammer carrier, hammer body is provided with gathering sill, energy Enough realize the restriction effect to hammer body it is ensured that hammer body is steady in motion process in hammer carrier, the even running energy of hammer body simultaneously Enough accuracies ensureing detection.
In one embodiment, hydraulic lift adopts hoist engine.
Hydraulic lift needs larger hoisting power, simultaneously in order to adapt to the less space in hammer carrier top, The function of being lifted can preferably be realized from hoist engine, hoist engine floor space is less simultaneously, convenient transportation, it is possible to increase dress The overall utility put.
Instant invention overcomes the use cost of conventional apparatus is big, save the artificial operation of unhook, have use cost low, The high feature of simple to operate, practicality.
Brief description
Fig. 1 is overall structure diagram of the present invention.
Fig. 2 is overall structure diagram of the present invention.
Fig. 3 is pulley block structure schematic diagram of the present invention.
Fig. 4 is tripping gear structure chart in the present invention.
Specific embodiment
Being for illustration only property of accompanying drawing illustrates it is impossible to be interpreted as limitation of the present invention;In order to more preferably the present embodiment is described, attached Scheme some parts to have omission, zoom in or out, do not represent the size of actual product;To those skilled in the art, In accompanying drawing, some known features and its explanation may be omitted and be will be understood by.Being for illustration only property of position relationship described in accompanying drawing Illustrate it is impossible to be interpreted as limitation of the present invention.
It is provided with hydraulic lift 303 at the top of hammer carrier 100, hydraulic lift 303 passes through rope traction hammer carrier Pulley assembly 300 in 100, interior tripping gear 200 is connected on pulley assembly 200, and hydraulic lift 303 passes through assembly pulley Part 300 drives interior tripping gear 200 to move up and down.
It is provided with fixed pulley 304 on hammer carrier 100 top, fixed pulley 304 can be hydraulic lift 303 and pulley assembly Connection between 200 provides cushioning effect, changes direction of pull simultaneously, facilitates the installation of equipment.
Pulley assembly 200, at least provided with a movable pulley, is provided with keeper 305, keeper 305 in hammer carrier 100 inner top Can on fixed hydraulic lowering or hoisting gear 303 steel wire rope one end, in the presence of movable pulley and keeper 305, hydraulic lifting fills Put 303 liftings realizing hammer body 100 and decline;Pulley assembly 200 be provided with the fixed pulley group 302 being arranged on hammer carrier 100 and with The running block 301 that interior tripping gear 200 connects, is coordinated with keeper 305, realizes more preferable power-saving function.
During hydraulic lifting system 303 controls interior tripping gear 200 to decline, the first arm 201 touches hammer first Hanger on body 100, due to being to be dynamically connected between the first arm 201 and the second arm 202, with the continuation of interior tripping gear 200 Decline, the first arm 201 is realized automatically opening under the pressure effect of deadweight and the second arm 202 and running block 301, is fitted together to and hangs Ear.
During hydraulic lift 303 controls interior tripping gear 200 to rise, the second arm 202 and running block 301 Rise first, the pressure being applied on the first arm 201 gradually decreases.First arm 201 reducing and the second arm 202 with pressure Castering action gradually closes up, and on the first arm 201, crotch gradually clamps hanger.With the rising of interior tripping gear 200, the first arm 201 is chimeric tighter in the presence of pulling force with hanger.
Be connected with unhook pulley 203 in the movable junction of the first arm 201, unhook pulley 203 pass through hammer carrier 900 on determine cunning Wheel 207 and external connection, when hammer body 100 rises band certain altitude, by the connection function of fixed pulley 207, using steel wire rope Pull unhook pulley 203, the first arm 201 passes through to be dynamically connected to rotate under a stretching force, unclamps hanger and realizes hammer body 100 Freely fall in tested pile foundation 800.
It is provided with outer tripping gear 400 outside hammer carrier 900, outer tripping gear 400 is provided with fixture 402 and fixing groove 401, Fixture 402 passes through steel wire rope and unhook pulley 203 connects.During hammer body 100 rises, by presetting hammer body 100 Height of drop is determining fixed position in fixing groove 401 for the fixture 402.
After fixing groove 401 fixes, hammer body 100 begins to decline in the presence of hydraulic lift 303, with hammer body 100 declines, the pulling force on unhook pulley 203 is gradually increased.When hammer body 100 is close to height of drop, unhook pulley 203 is in pulling force The lower running block 301 relatively of effect rises, and drives the first arm 201 to proceed by rotation, the crotch on the first arm 201 starts to beat Open, loosen and hanger is fitted together to.When hammer body 100 reaches predetermined down position, crotch fully opens hammer body 100 and freely falls.
Hydraulic lift 303 adopts hoist engine, is capable of floor space feature little, easy to use.

Claims (9)

1. a kind of high strain monitoring super large is hammered into shape from injection device, includes hammer carrier(900)It is characterised in that:Described hammer carrier(900) It is provided with hydraulic lift(303), hammer carrier(900)Inside it is provided with and hydraulic lift(303)The pulley assembly connecting (300), it is arranged on pulley assembly(300)On interior tripping gear(200), located at hammer carrier(900)Outside and with interior tripping gear (200)The outer tripping gear connecting(400), hydraulic lift(303)By pulley assembly(300)Realize hammer body(100)Rise Fall, interior tripping gear(200)With outer tripping gear(400)By hammer body(100)Automatically-unhooked and automatic hanging lifting is realized in lifting Hammer.
2. a kind of high strain monitoring super large hammer according to claim 1 from injection device it is characterised in that:Described pulley Assembly(300)It is provided with and be arranged on hammer carrier(900)The fixed pulley group on top(302)And with interior tripping gear(200)The dynamic cunning connecting Wheel group(301).
3. a kind of high strain monitoring super large hammer according to claim 2 from injection device it is characterised in that:Described dynamic cunning Wheel group(301)It is provided with and hammer carrier(900)Chimeric stopping means(500).
4. a kind of high strain monitoring super large hammer according to claim 1 from injection device it is characterised in that:Described is interior de- Hook device(200)It is provided with two the first arms with crotch that can be dynamically connected(201), with the first arm(201)Can being dynamically connected Two arms(202), the second arm(202)With running block(301)Can be dynamically connected.
5. a kind of high strain monitoring super large hammer according to claim 4 from injection device it is characterised in that:Described two First arm(201)Movable junction is connected with unhook pulley(203).
6. a kind of high strain monitoring super large hammer according to claim 1 from injection device it is characterised in that:Described is outer de- Hook device(400)It is provided with and the pulley that breaks off relations(203)The fixture connecting(402), fixture(402)Can be with hammer carrier(900)On set Some fixing grooves(401)Chimeric.
7. a kind of high strain monitoring super large hammer according to claim 1 from injection device it is characterised in that:Described hammer body (100)It is provided with gathering sill(600), hammer carrier(900)Inside it is provided with guide rail(700).
8. a kind of high strain monitoring super large hammer according to claim 1 from injection device it is characterised in that:Described hydraulic pressure Lowering or hoisting gear(303)Using hoist engine.
9. a kind of high strain monitoring super large is hammered into shape from injection device using method, and its using method is as follows:
S1:Hydraulic lift(303)Using pulley assembly(300)By interior tripping gear(200)Decline, interior tripping gear (200)Catch on hammer body(100)Hanger, hydraulic lift(303)By pulley assembly(300)Tripping gear in drive(200) And hammer body(100)Rise;
S2:Outer tripping gear(400)By fixture(402)It is fixed on fixing groove(401)On, outer tripping gear(400)By steel Cord is connected to unhook assembly pulley(204);
S3:Hydraulic lift(303)By pulley assembly(300)Decline hammer body(100), outer tripping gear after decline(400) Tension unhook assembly pulley(204), interior tripping gear(200)Action, realizes automatically-unhooked hammering.
CN201610820687.2A 2016-09-13 2016-09-13 High-strain detection super-large hammer self-beating device and application method Pending CN106436782A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610820687.2A CN106436782A (en) 2016-09-13 2016-09-13 High-strain detection super-large hammer self-beating device and application method

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Application Number Priority Date Filing Date Title
CN201610820687.2A CN106436782A (en) 2016-09-13 2016-09-13 High-strain detection super-large hammer self-beating device and application method

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109469113A (en) * 2018-11-21 2019-03-15 福建博海工程技术有限公司 A kind of foundation pile strain detecting vehicle
CN110296902A (en) * 2019-07-03 2019-10-01 佛山市顺德区建设工程质量安全监督检测中心 A kind of piston type high strain monitoring device

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2187161Y (en) * 1993-12-09 1995-01-11 浙江省建筑科学设计研究院 Uncoupling rigging of crane
RU2036270C1 (en) * 1991-06-04 1995-05-27 Стуров Владимир Иванович Device to ram down foundation pit
CN201686980U (en) * 2009-12-28 2010-12-29 中化岩土工程股份有限公司 Lifting mechanism of hammer free-falling type dynamic compactor
CN204064785U (en) * 2014-04-11 2014-12-31 广州建设工程质量安全检测中心有限公司 A kind of combination weight and a kind of high strain dynamic testing weight-driven

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2036270C1 (en) * 1991-06-04 1995-05-27 Стуров Владимир Иванович Device to ram down foundation pit
CN2187161Y (en) * 1993-12-09 1995-01-11 浙江省建筑科学设计研究院 Uncoupling rigging of crane
CN201686980U (en) * 2009-12-28 2010-12-29 中化岩土工程股份有限公司 Lifting mechanism of hammer free-falling type dynamic compactor
CN204064785U (en) * 2014-04-11 2014-12-31 广州建设工程质量安全检测中心有限公司 A kind of combination weight and a kind of high strain dynamic testing weight-driven

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109469113A (en) * 2018-11-21 2019-03-15 福建博海工程技术有限公司 A kind of foundation pile strain detecting vehicle
CN110296902A (en) * 2019-07-03 2019-10-01 佛山市顺德区建设工程质量安全监督检测中心 A kind of piston type high strain monitoring device

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Application publication date: 20170222

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