CN103770909B - The buried consolidation anchor of the Zi Luochong of oceanographic engineering - Google Patents
The buried consolidation anchor of the Zi Luochong of oceanographic engineering Download PDFInfo
- Publication number
- CN103770909B CN103770909B CN201410025207.4A CN201410025207A CN103770909B CN 103770909 B CN103770909 B CN 103770909B CN 201410025207 A CN201410025207 A CN 201410025207A CN 103770909 B CN103770909 B CN 103770909B
- Authority
- CN
- China
- Prior art keywords
- anchor
- housing
- thrust
- nozzle
- buried
- 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
Links
Abstract
The present invention provides the buried consolidation anchor of Zi Luochong of a kind of oceanographic engineering, comprise: housing, nozzle, expanding material, solidify material, packing material, liquid injection tube, thrust-augmenting nozzle, drain pipe, receipts liquid bag and check valve, wherein: the nozzle that housing outer wall is arranged with inside is connected; The column type body portion inside of housing is divided into three, upper, middle and lower storing chamber by dividing plate and piston push pedal, fills expanding material, solidifying agent, packing material successively; Liquid injection tube passes under dividing plate from case top; Drain pipe passes to case top from housing bottom, finally leads to into receipts liquid bag; Receive and liquid bag is provided with liquid outlet and it is have to reclaim rope. The present invention increases the deadweight of anchor by note mercury, increases the length of embedment of anchor; Expanding material promotes piston push pedal that solidifying agent is extruded anchor body and penetrates into anchor surrounding soil, makes anchor and the soil body form one overall; Mercury in anchor is reclaimed and injects packing material by thrust-augmenting nozzle in anchor body by liquid injection tube and receipts liquid bag.
Description
Technical field
The present invention relates to a kind of anchor heavy stone used as an anchor of water conservancy and boats and ships field of ocean engineering equipment and technology, specifically, it relates to a kind of relying on notes the buried consolidation anchor of Zi Luochong that the super big deadweight sinking of mercury offer is buried, that can be consolidated in riverbed or sea bed with anchor body surrounding soil in anchor body.
Background technology
Mooring system is for most important by the safety and stability of mooring thing. Except boats and ships, marine structure is such as drilling unit, buoy, underwater monitoring system, deep water aquaculture net cage etc., and whether reliable these are by the mooring system of mooring thing, is the key ensureing that it runs at specified location normal safe.
The grip of anchor determines primarily of structure and the weight of anchor. Traditional anchor such as high holding power anchor relies on the weight of anchor chain and anchor to provide restoring force, limits by the movement of mooring object. But, if when meeting with strong wind or billow, owing to anchor chain is long not, anchor does not have enough weight, cause anchor force inadequate, the phenomena of drag of anchor will occur, jeopardize by the safety of the normal operation of mooring object He its surrounding environment.
Current oceanographic engineering is marching to deep-sea, and owing to being subject to the restriction of the depth of water and deck loading etc., traditional anchor peculiar to vessel can not adapt to this kind of working conditions, and novel erecting then is employed to anchor, such as Rocket anchor, and suction anchor caisson, torpedo anchor, and plate anchor, stake anchor etc. Erecting can bear to anchor erects to load, the deadweight of anchor chain and anchor can not only be relied on to provide the reply pulling force of horizontal direction as traditional anchor peculiar to vessel, and thus, this kind erects the conjugated fibre that can adopt wirerope or lighter to the anchor chain of anchor, reduces taking buoyancy aid buoyancy. For erecting to anchor, the consolidation degree of the length of embedment of anchor and its surrounding soil determines its breakout capacity. And existing erecting needs power to help it to imbed to anchor usually, on using, there are many restrictions, with the develop rapidly of China's oceanographic engineering, need badly and find more reasonably novel mooring system.
Finding by prior art documents, Chinese Patent Application No. publication number: 86105227, patent name is: rocket-laid anchor, and this patent comprises: anchor cone, anchor fin, anchor body and anchor chain, it is characterised in that anchor body is one or several solid propellant rocket. When anchor body is launched, solid propellant rocket as anchor body can by self-contained powder charge rapid combustion, generating a large amount of high-temperature high-pressure fuel gas, be transformed into high-temperature fuel gas jet by jet pipe, the very strong driving force utilizing this kind of jet-flow to produce comes in promote anchor body to pour in stratum, waters. Its main weak point is: 1) rocket-laid anchor effect increases with the depth of water and significantly reduces, when the depth of water is bigger, and rocket thrust requirements height. 2) the complete rear anchor body of powder burning forms cavity, weight saving, and bed material can not backfill, and anchor body can not provide enough anchor force.
Chinese Patent Application No.: 201210550429.9, patent name is: a kind of gravity anchor and manufacture method thereof, this patent comprises: anchor body, upper lift ring and transverse arresting apparatus. Upper lift ring is fixed on the top of anchor body, and transverse arresting apparatus is fixed on the bottom of anchor body. It is characterized in that the bottom of gravity anchor adopts turbination structure, can be easy to enter in water-bed mud, thus bigger grip is provided in vertical direction, the anchor body of gravity anchor is fixed with transverse arresting apparatus, can prevent gravity anchor from bigger lateral displacement occurring, upper lift ring and the side suspension ring of gravity anchor are all embedded in anchor body, are connected firmly, add the work-ing life of gravity anchor. Its main weak point is the limited from ponderomotive force of gravity anchor, and anchor can not entirety be buried in the earth, and only the turbination structure in portion can not provide enough big vertical grip on the lower.
In addition, Chinese Patent Application No. is: 200810038546.0, and patent name is: the power embedment anchor of band high frequency micro breadth oscillation, and this patent comprises: anchor head, anchor pole, the anchor wing, anchor chain, built-in motor, motor cable. In cloth anchor process, start motor, anchor body make under motor high frequency micro breadth oscillation around bed material liquefaction, anchor utilizes deadweight and the exciting force of motor to imbed rapidly in earth. Its main weak point is: for permanent mooring system, after anchor installs, and motor has to be trapped in anchor body, cost height. Consequently, it is desirable to develop the novel anchor that more practical cost performance is higher.
Chinese Patent Application No. is 201210153612.5, publication number is 102673737A, name is called: the consolidation type anchor of super holding power to weight ratio and installation method thereof, the patent provides the consolidation type anchor of a kind of super holding power to weight ratio, it is characterized in that this consolidation type anchor is primarily of housing, it is arranged at the container of enclosure interior, nozzle, anchor ring, expanding material, solidify material forms, moveable dividing plate is set in container, container cavity is separated into by described dividing plate, lower two storing chambers, on described, arrange respectively in lower two storing chambers expanding material and can with the solidify material of soil body generation consolidation, the external wall of anchor arranges the nozzle being connected with container. there is following deficiency in the disclosure technology: the anchor body proportion of the disclosure technology at most can only close to 7.8 tons/cubic metre compared with the present invention, and the anchor body proportion of the present invention is close to 13 tons/cubic metre, under identical execution conditions, kinetic energy when the anchor body of the present invention invades the soil body than the anchor body of the disclosure technology to be exceeded about 1 times, the degree of depth that can invade the soil body is much bigger, it is provided that the anti-power of extracting to be exceeded more than 1 times.
Summary of the invention
For defect of the prior art; it is an object of the invention to provide the buried consolidation anchor of the Zi Luochong of a kind of oceanographic engineering; this invention can rely on the large-scale anchor injecting mercury and providing super big deadweight to fall superpower breakout capacity that invade the soil body, that can be solidified togather with anchor body surrounding soil in riverbed or sea bed, and can reclaim mercury and inject anticorrosive protectiveness stopping composition.
For realizing above object, the present invention adopts the following technology program:
The present invention provides the buried consolidation anchor of the Zi Luochong of a kind of oceanographic engineering, comprise housing, nozzle, expanding material, solidify material and mercury packing material, wherein: described housing is made up of cone body and column type body two portions, cone body is as the head of anchor, column type body inside is cavity, one layer of piston push pedal that can move freely and one layer of immovable dividing plate are set in described cavity, on described cavity is divided into by described piston push pedal and dividing plate, in, lower three storing chambers, on this, in, lower three storing chambers under fill expanding material successively, solidify material and mercury packing material.
The present invention also provides the buried consolidation anchor of the Zi Luochong of a kind of oceanographic engineering that can reclaim, comprise: housing, nozzle, expanding material, solidify material, packing material, liquid injection tube, first thrust-augmenting nozzle, 2nd thrust-augmenting nozzle, drain pipe, receive liquid bag and check valve, wherein: housing is made up of cone body and column type body two portions, cone body is as the head of anchor, column type body inside is cavity, one layer of piston push pedal that can move freely and one layer of immovable dividing plate are set in cavity, on cavity is divided into by piston push pedal and dividing plate, in, lower three storing chambers, on, in, lower three storing chambers fill expanding material successively under upper, solidify material, packing material, the outer wall of housing is provided with and the nozzle that storing chamber middle in housing is connected, liquid injection tube one end passes to from case top and is connected with the top of lower storing chamber under dividing plate, and the other end connects the first thrust-augmenting nozzle, drain pipe one end passes to the bottom of storing chamber in housing from case top, and the other end leads in receipts liquid bag by the 2nd thrust-augmenting nozzle, the check valve that can automatically cut off pipeline and the closed mouth of pipe is set respectively at liquid injection tube and the drain pipe mouth of pipe, receive liquid bag top be provided with liquid outlet be connected with the 2nd thrust-augmenting nozzle and be have reclaim restrict.
Preferably, cone body and column type body two portions of described housing are made by high-strength metal material, and the junction cross section of cone body and column type body is circular, and cone body length is short compared with column type body. Cylindrical body inside is cavity, wherein arranges one layer of immovable dividing plate and one layer of piston push pedal that can move freely, cavity is divided into three, upper, middle and lower storing chamber, and its effect stores expanding material, solidify material, mercury or protectiveness packing material respectively. Its effect is for other parts of anchor provide carrier.
Preferably, described expanding material is the chemical materials that can control the reaction times, volumetric expansion occurs, and promotes piston push pedal to extrude solidify material during expanding material generation volumetric expansion.
Preferably, described solidify material with the soil body and pore water thereof, the quick-setting chemical materials of reaction can occur, when being extruded by nozzle by the solidify material in middle storing chamber by the thrust of expanding material after housing bores the soil body, solidify material and surrounding soil interact; Solidify material is consolidation housing surrounding soil not only, and housing and surrounding soil solidify to form an entirety.
Preferably, described nozzle is some apertures that circumference is arranged in housing outside wall surface, has the passage connecting the middle storing chamber storing solidify material in housing so that the solidify material in middle storing chamber can enter the soil body of housing outside by nozzle.
Preferably, described packing material is the fluent material in being filled in housing lower storing chamber, is mercury under original state, for significantly improve anchor deadweight to increase its embedded depth; Invade after soil body stopping motion until anchor body, in liquid injection tube, inject new protectiveness packing material by the first thrust-augmenting nozzle, displace mercury and the corrosion of anti-anchor body.
Preferably, described liquid injection tube is the passage being arranged in housing, connecting lower storing chamber and the first thrust-augmenting nozzle so that new packing material can be injected into lower storing chamber to displace mercury from the liquid injection tube of the first thrust-augmenting nozzle band check valve.
Preferably, described drain pipe is in being arranged on housing, connects lower storing chamber and the passage receiving liquid bag so that mercury can be displaced to be received in liquid bag.
Preferably, described receipts liquid bag is a flexible container vessels, is connected with drain pipe by the 2nd thrust-augmenting nozzle, with sea by reclaim rope be connected, for storing mercury liquid and reclaimed.
Preferably, described check valve be a kind of can automatically cut off pipeline and only allow the unidirectional valve passed through of fluid, be arranged on liquid injection tube and the drain pipe mouth of pipe.
Under original state, the following cavity of dividing plate in the column type body of housing, namely descends in storing chamber to fill mercury liquid, thus makes housing to invade the soil body under super big deadweight, and embedded depth will significantly increase. During construction cloth anchor, with cloth anchor ship, this anchor is transported to the cloth anchor location specifying waters, with hanging machine, anchor body is vertically sling, and carry out the reserved formality in lower cropping anchor process such as anchor chain, pipeline, recovery rope, suddenly anchor body is discharged in the moment of mooring stability, anchor body free-falling penetrates rapidly riverbed or sea bed, after anchor body buries, expanding material starts to expand and promotes piston push pedal to be extruded in housing surrounding soil by solidify material through nozzle, make the soil body of whole housing and surrounding consolidation form an entirety, significantly improve anchor holding power; After anchor body stops motion, to the lower storing chamber in housing, inject protectiveness packing material from the first thrust-augmenting nozzle through liquid injection tube and mercury is drained into receipts liquid bag from drain pipe through the 2nd thrust-augmenting nozzle, utilize recovery rope to be fetched by receipts liquid bag, reclaim mercury liquid.
Compared with prior art, the present invention has following useful effect:
The present invention utilizes filling mercury liquid significantly to increase the proportion of anchor, owing to the density of common stainless steel material is 7.85g/cm3, and the density of mercury can reach 13.6g/cm3Therefore by closed cavity in anchor body injects mercury liquid, the deadweight of anchor body can be made almost to reach the twice of other public technologies existing, thus in its free-falling process, produce the high kinetic energy having gravity anchor one times, make anchor can enter riverbed or sea bed depths by overall quick drill, it is provided that to resist greatly and extract power. The solidify material of automatically extruding in it is reacted again by the soil body of the housing of anchor and surrounding and pore water fast setting so that the soil body of anchor and surrounding consolidation forms an entirety, thus obtains super big anchor force by expanding material; After treating that anchor body stops motion, by injecting new protectiveness packing material by mercury replacement to receipts liquid bag, final utilization reclaims rope and is reclaimed by mercury liquid. The present invention can also simplify, and removes liquid injection tube, drain pipe, receipts liquid bag and first, second thrust-augmenting nozzle, no longer reclaims mercury, and this kind of structural simplification can simplify constructing operation. The technology implementation of the present invention is simple, buries dark, and the anti-anchor power pulled out is especially big, environment-friendly high-efficiency, it is possible to be widely used in the mooring system of sand, soil matter.
Accompanying drawing explanation
By reading with reference to the detailed description that non-limiting example is done by the following drawings, the other features, objects and advantages of the present invention will become more obvious:
Fig. 1 is an embodiment one-piece construction schematic diagram of band retrieving arrangement of the present invention.
In figure: 1 be packing material for housing, 2 is main fin, 3,4 be dividing plate, 5 be solidify material, 6 be piston push pedal, 7 be expanding material, 8 be nozzle, 9 be drain pipe for liquid injection tube, 10 be the first thrust-augmenting nozzle, 10-1 is the 2nd thrust-augmenting nozzle, 11,12 be anchor ring for receiving liquid bag, 13 for reclaiming rope, 14,15 be check valve;
Fig. 2 is another embodiment of the present invention simplification device one-piece construction schematic diagram;
In figure: 1 be packing material for housing, 2 is main fin, 3,4 be dividing plate, 5 be solidify material, 6 be piston push pedal, 7 be expanding material, 8 be nozzle, 14 for anchor ring.
Embodiment
Below in conjunction with specific embodiment, the present invention is described in detail. The technician contributing to this area is understood the present invention by following examples further, but does not limit the present invention in any form. It should be appreciated that to those skilled in the art, without departing from the inventive concept of the premise, it is also possible to make some distortion and improvement. These all belong to protection scope of the present invention.
Embodiment 1: the buried consolidation anchor of the Zi Luochong of recyclable mercury
As shown in Figure 1, the present embodiment provides the buried consolidation anchor of the Zi Luochong of the recyclable mercury of a kind of oceanographic engineering, comprising: housing 1, main fin 2, packing material 3, dividing plate 4, solidify material 5, piston push pedal 6, expanding material 7, nozzle 8, liquid injection tube 9, first thrust-augmenting nozzle 10, the 2nd thrust-augmenting nozzle 10-1, drain pipe 11, receipts liquid bag 12, recovery rope 13, anchor ring 14 and check valve 15.
In the present embodiment, described housing 1 is the carrier of other parts of anchor, is be made by stainless material; Housing 1 is made up of cone body and column type body two portions, the long 0.5m of cone body, the long 5m of column type body, and both junction cross sections are the circle of diameter 0.38m; Cone body is as the head of anchor, column type body inside is the cavity of long 5m, diameter 0.3m, the piston push pedal 6 being provided with movably at the 0.1m place, top apart from housing 1 cavity, making by the stainless steel that 2cm is thick, dividing plate 4 immovable, that make it is provided with by the stainless steel that 1cm is thick at the 0.5m place, top apart from housing 1 cavity, cavity in housing 1 is divided into three, upper, middle and lower storing chamber by piston push pedal 6 and dividing plate 4, and three, upper, middle and lower storing chamber fills expanding material 7, solidify material 5, packing material 3 successively under upper.
In the present embodiment, described main fin 2 makes fin by titanium alloy steel, totally 4, is symmetrically distributed in the wall face of housing 1, for improving the contact area of housing 1 and the soil body and increase anchor force; Sheet number and the position of main fin 2 can be set according to practical situation in other embodiments.
In the present embodiment, it is mercury under described packing material 3 original state, in the lower storing chamber that mercury liquid is fully filled in housing 1 long 2.5m diameter 0.3m; After housing 1 consolidation, injecting new corrosion protection packing material by the first thrust-augmenting nozzle 10 in liquid injection tube 9, its effect is displacement mercury liquid and protection against corrosion.
In the present embodiment, described solidify material 5 be can meet rapidly water cure, chemical materials that solid permeability coefficient height, consolidation strength are greater than 6MPa, solidify material 5 is encapsulated in the middle storing chamber in housing 1; After housing 1 bores soil body designated depth, being extruded by nozzle 8 by the solidify material 5 in middle storing chamber by the thrust of expanding material 7, solidify material 5 interacts with surrounding soil; Solidify material 5 is consolidation housing 1 surrounding soil not only, and housing 1 and surrounding soil consolidation are formed an entirety.
In the present embodiment, described expanding material 7 be can control the reaction times, swelling agent that volumetric expansion multiple is greater than 6, expanding material 7 is fully stored in housing 1 long 0.1m, in the upper storing chamber of diameter 0.3m, expanding material 7 occurs to promote piston push pedal 6 to extrude solidify material 5 during volumetric expansion.
In the present embodiment, described nozzle 8 is for being arranged on the wall face of housing 1, be positioned at 12 apertures evenly arranged above dividing plate 4, along housing 1 circumference, aperture 5mm, the middle storing chamber storing solidify material 5 in housing 1 is connected by nozzle 8 with the external world, and the solidify material 5 in middle storing chamber can enter the soil body around housing 1 by nozzle 8.
In the present embodiment, described liquid injection tube 9 is the pipeline made by HDPE material, on the top of the lower storing chamber being inserted in housing 1 far from limit wall 5cm from housing 1 top, the diameter 5cm of liquid injection tube 9, long 0.6m, for the lower storing chamber that connects in housing 1 and the first thrust-augmenting nozzle 10 so that new packing material sodium silicate solution can be injected into lower storing chamber to replace mercury through liquid injection tube 9 from the first thrust-augmenting nozzle 10.
In the present embodiment, described first thrust-augmenting nozzle 10, the 2nd thrust-augmenting nozzle 10-1 are the pipelines of the diameter 5.2cm made by HDPE material, and the first thrust-augmenting nozzle 10 connects the top that liquid injection tube 9 is connected drain pipe 11 and receives liquid bag 12 with sea, the 2nd thrust-augmenting nozzle 10-1.
In the present embodiment, described drain pipe 11 is the pipeline made by HDPE material, the lower storing chamber bottom being inserted in housing 1 being arranged symmetrically with at housing 1 top and liquid injection tube 9, the diameter 5cm of drain pipe 11, long 2.8m, for the lower storing chamber that connects in housing 1 with receive liquid bag 12 so that mercury can be displaced to be received in liquid bag 12.
In the present embodiment, described receipts liquid bag 12 is the flexible container vessels of the diameter 0.6m made by HDPE material, its top is provided with liquid outlet and is connected with drain pipe 11 by the 2nd thrust-augmenting nozzle 10-1 with housing 1, receive liquid bag 12 and sea 13 to be connected by reclaiming to restrict, for storing mercury liquid and reclaimed.
In the present embodiment, described anchor ring 14 is the stainless steel annulus being fixed in housing 1 top exterior walls, and the external diameter of anchor ring 14 is 100mm, internal diameter is 80mm.
In the present embodiment, described check valve 15 be separately positioned on liquid injection tube 9 and drain pipe 11 mouth of pipe, can the device of automatic sealing package lock tube mouth, check valve 15 is made up of stainless steel.
The present embodiment algorithm is as follows:
(1) by the first thrust-augmenting nozzle 10, mercury injected from liquid injection tube 9 the lower storing chamber in housing 1.
(2) for depth of water 250m, by the sea bed of non-stone matter, with cloth anchor ship, this anchor is transported to the cloth anchor location specifying waters, with hanging machine, anchor body is vertically sling, and carry out the reserved formality in lower cropping anchor process such as anchor chain, pipeline, recovery rope, suddenly anchor body is discharged in the moment of mooring stability, anchor body relies in lower storing chamber the super free-falling of conducting oneself with dignity greatly after note mercury, impacts and imbeds 18m place under riverbed or sea bed. (3) expanding material 7 in housing 1 starts reaction, extrusion piston push pedal 6 promotes solidify material 5 slowly to flow into surrounding soil from nozzle 8, solidify material 5 immediately with surrounding soil and the chemical reaction such as pore water generation aquation and hydrolysis thereof, and release gas, make slurries expansion and diffuse to form second permeation to surrounding.
(4) housing 1 surrounding soil starts consolidation; After waiting certain time, housing 1 and the soil body around thereof are consolidated completely.
(5) after anchor body stops motion, by the first thrust-augmenting nozzle 10, protectiveness packing material epoxy resin solution is injected the lower storing chamber in housing 1 from liquid injection tube 9, mercury is replaced through the 2nd thrust-augmenting nozzle 10-1 from drain pipe 11 simultaneously and receive in liquid bag 12; To be replaced completely after, liquid injection tube 9 and drain pipe 11 mouth of pipe are cut off and are closed by check valve 15.
(6) rope 13 is reclaimed in pull-up, is reclaimed by the receipts liquid bag 12 filling mercury.
Implementation result: the deadweight being considerably increased anchor body by note mercury, rely on the deadweight of anchor body to impact to bury, by the chemical reaction of chemical industry solidify material and surrounding soil and pore water thereof after burying, strengthen the cohesive force between soil particle, make the consolidation of anchor and surrounding soil stronger, the soil body of anchor and surrounding is closely consolidated, thus defines the anti-power of extracting more than 500KN. By injecting protectiveness packing material epoxy resin solution, the mercury replacement of anchor body is reclaimed again, reach the effect of economy, environmental protection.
Embodiment 2: the note mercury of simplification is from falling to rushing buried consolidation anchor
As shown in Figure 2, the present embodiment provides the simplification note mercury of a kind of oceanographic engineering from falling to rushing buried consolidation anchor, comprise: housing 1, main fin 2, packing material 3, dividing plate 4, solidify material 5, piston push pedal 6, expanding material 7, nozzle 8, anchor ring 14, and the liquid injection tube 9 of band one-way cock 15.
In the present embodiment, described housing 1 is the carrier of other parts of anchor, it is be made by stainless material, housing 1 is made up of cone body and column type body two portions, the long 0.5m of cone body, the long 6m of column type body, both junction cross sections are circular, diameter 0.48m, cone body is as the head of anchor, and column type body inside is the cavity of long 6m, diameter 0.4m; The piston push pedal 6 arranging movably at the 0.1m place, top apart from housing 1 cavity, making by the stainless steel that 2cm is thick; Dividing plate 4 immovable, that make by the stainless steel that 1cm is thick is set at the 2.5m place, top apart from housing 1 cavity; Cavity in housing 1 is divided into three, upper, middle and lower storing chamber by piston push pedal 6 and dividing plate 4, and three, upper, middle and lower storing chamber fills expanding material 7, solidify material 5, packing material 3 successively under upper.
In the present embodiment, described main fin 2 is that titanium alloy steel makes fin, totally 4, is symmetrically distributed in the wall face of housing 1, for improving the contact area of housing 1 and the soil body and increase anchor force; Sheet number and the position of main fin 2 can be set according to practical situation in other embodiments.
In the present embodiment, described packing material 3 is mercury, after treating that housing 1 processes, injects mercury liquid from the liquid injection tube 9 of band one-way cock 15, in the lower storing chamber that mercury is fully filled in housing 1 long 3.5m diameter 0.3m, to significantly improve the proportion of anchor body.
In the present embodiment, described solidify material 5 be can meet rapidly water cure, chemical materials that solid permeability coefficient height, consolidation strength are greater than 6MPa, solidify material 5 is encapsulated in the middle storing chamber in housing 1; After housing 1 bores soil body designated depth, being extruded by nozzle 8 by the solidify material 5 in middle storing chamber by the thrust of expanding material 7, solidify material 5 interacts with surrounding soil; Solidify material 5 is consolidation housing 1 surrounding soil not only, and housing 1 and surrounding soil consolidation are formed an entirety.
In the present embodiment, described expanding material 7 be can control the reaction times, swelling agent that volumetric expansion multiple is greater than 6, expanding material 7 is fully stored in housing 1 long 0.1m, in the upper storing chamber of diameter 0.4m, expanding material 7 occurs to promote piston push pedal 6 to extrude solidify material 5 during volumetric expansion.
In the present embodiment, described nozzle 8 is for being arranged on the wall face of housing 1, be positioned at above dividing plate 4, along 12 apertures that housing 1 circumference is evenly arranged, aperture 5mm, the middle storing chamber storing solidify material 5 in housing 1 is connected by nozzle 8 with the external world, and the solidify material 5 in middle storing chamber can enter the soil body around housing 1 by nozzle 8.
In the present embodiment, described anchor ring 14 is the stainless steel annulus being fixed in housing 1 top exterior walls, and the external diameter of anchor ring 14 is 150mm, internal diameter is 100mm.
The present embodiment algorithm is as follows:
(1) for depth of water 350m, by the sea bed of non-stone matter, with cloth anchor ship, this anchor is transported to the cloth anchor location specifying waters, with hanging machine, anchor body is vertically sling, and carry out the reserved formality in lower cropping anchor process such as anchor chain, pipeline, recovery rope, suddenly anchor body is discharged in the moment of mooring stability, anchor body relies in lower storing chamber the super free-falling of conducting oneself with dignity greatly after note mercury, impacts and imbeds under riverbed or sea bed about 21m place. (2) expanding material 7 in housing 1 starts reaction, extrusion piston push pedal 6 promotes solidify material 5 slowly to flow into surrounding soil from nozzle 8, solidify material 5 immediately with surrounding soil and the chemical reaction such as pore water generation aquation and hydrolysis thereof, and release gas, make slurries expansion and diffuse to form second permeation to surrounding.
(3) housing 1 surrounding soil starts consolidation; After waiting certain time, housing 1 and the soil body around thereof are consolidated completely.
Implementation result: owing to the density of mercury liquid is far longer than common iron, super big deadweight can be provided for anchor body by injecting mercury liquid, under identical execution conditions, kinetic energy when the anchor body of the present invention invades the soil body than existing gravity anchor to be exceeded about 1 times, this powerful kinetic energy will make anchor body quick drill enter in bed material, the degree of depth that can invade the soil body will far be more than existing gravity anchor so that it is the anti-power of extracting of offer to be exceeded more than 1 times. By the chemical reaction of chemical industry solidify material and surrounding soil and pore water thereof after burying, strengthen the cohesive force between soil particle, make the consolidation of anchor and surrounding soil stronger, the soil body of anchor and surrounding is closely consolidated, again strengthen it and anti-extract power, thus define the anti-power of extracting more than 1000KN. This embodiment simplifies embodiment 1, for the extra large construction equipment that need to frequently cast anchor and weigh anchor, directly mercury is sealed in the lower storing chamber of enclosure interior, it is not necessary to reclaiming mercury, implementation method is more simple.
Above specific embodiments of the invention are described. It is understood that the present invention is not limited to above-mentioned particular implementation, those skilled in the art can make various distortion or amendment within the scope of the claims, and this does not affect the flesh and blood of the present invention.
Claims (10)
1. the buried consolidation anchor of the Zi Luochong of an oceanographic engineering, it is characterized in that, comprise: housing, nozzle, expanding material, solidify material, packing material, liquid injection tube, first thrust-augmenting nozzle, 2nd thrust-augmenting nozzle, drain pipe, receive liquid bag and check valve, wherein: housing is made up of cone body and column type body two portions, cone body is as the head of anchor, column type body inside is cavity, one layer of piston push pedal that can move freely and one layer of immovable dividing plate are set in cavity, on cavity is divided into by piston push pedal and dividing plate, in, lower three storing chambers, on, in, lower three storing chambers fill expanding material successively under upper, solidify material, packing material, the outer wall of housing is provided with and the nozzle that storing chamber middle in housing is connected, liquid injection tube one end passes to from case top and is connected with the top of lower storing chamber under dividing plate, and the other end connects the first thrust-augmenting nozzle, drain pipe one end passes to the bottom of storing chamber in housing from case top, and the other end leads in receipts liquid bag by the 2nd thrust-augmenting nozzle, the check valve can automatically cut off pipeline and block the mouth of pipe is set respectively at liquid injection tube and the drain pipe mouth of pipe, receive liquid bag top be provided with liquid outlet be connected with the 2nd thrust-augmenting nozzle and be have reclaim restrict.
2. the buried consolidation anchor of the Zi Luochong of a kind of oceanographic engineering according to claim 1, it is characterized in that, described expanding material is the chemical materials that can control the reaction times, volumetric expansion occurs, and promotes piston push pedal to extrude solidify material during expanding material generation volumetric expansion.
3. the buried consolidation anchor of the Zi Luochong of a kind of oceanographic engineering according to claim 2, it is characterized in that, described solidify material with the soil body and pore water thereof, the quick-setting chemical materials of reaction can occur, when being extruded by nozzle by the solidify material in middle storing chamber by the thrust of expanding material after housing bores the soil body, solidify material and surrounding soil interact; Solidify material is consolidation housing surrounding soil not only, and housing and surrounding soil solidify to form an entirety.
4. the buried consolidation anchor of Zi Luochong of a kind of oceanographic engineering according to the arbitrary item of claim 1-3, it is characterized in that, described packing material is the fluent material in being filled in housing lower storing chamber, is mercury under original state, for significantly improve anchor deadweight to increase its embedded depth; Invade after soil body stopping motion until anchor body, in liquid injection tube, inject new protectiveness packing material by the first thrust-augmenting nozzle, displace mercury and the corrosion of anti-anchor body.
5. the buried consolidation anchor of the Zi Luochong of a kind of oceanographic engineering according to claim 4; it is characterized in that; described liquid injection tube is the passage being arranged in housing, connecting lower storing chamber and the first thrust-augmenting nozzle so that new protectiveness packing material can be injected into lower storing chamber to displace mercury from the liquid injection tube of the first thrust-augmenting nozzle band check valve.
6. the buried consolidation anchor of Zi Luochong of a kind of oceanographic engineering according to the arbitrary item of claim 1-3, it is characterized in that, described nozzle is some apertures that circumference is arranged in housing outside wall surface, there is the passage connecting the middle storing chamber storing solidify material in housing so that the solidify material in middle storing chamber can enter the soil body of housing outside by nozzle.
7. the buried consolidation anchor of Zi Luochong of a kind of oceanographic engineering according to the arbitrary item of claim 1-3, it is characterised in that, described drain pipe is arranged in housing, connects lower storing chamber and the passage receiving liquid bag so that mercury can be displaced to be received in liquid bag.
8. the buried consolidation anchor of the Zi Luochong of a kind of oceanographic engineering according to claim 7, it is characterized in that, described receipts liquid bag is a flexible container vessels, is connected with drain pipe by the 2nd thrust-augmenting nozzle, with sea by reclaim rope be connected, for storing mercury liquid and reclaimed.
9. the buried consolidation anchor of the Zi Luochong of a kind of oceanographic engineering according to claim 1, it is characterized in that, cone body and column type body two portions of described housing are made by high-strength metal material, and the junction cross section of cone body and column type body is circular, and cone body length is short compared with column type body.
10. the buried consolidation anchor of the Zi Luochong of a kind of oceanographic engineering according to claim 1, it is characterized in that, described housing is provided with main fin, and this main fin is made up of the metallic substance of high strength, protection against corrosion, for improving the contact area of housing and the soil body and increase anchor force.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410025207.4A CN103770909B (en) | 2014-01-20 | 2014-01-20 | The buried consolidation anchor of the Zi Luochong of oceanographic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410025207.4A CN103770909B (en) | 2014-01-20 | 2014-01-20 | The buried consolidation anchor of the Zi Luochong of oceanographic engineering |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103770909A CN103770909A (en) | 2014-05-07 |
| CN103770909B true CN103770909B (en) | 2016-06-01 |
Family
ID=50563789
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410025207.4A Active CN103770909B (en) | 2014-01-20 | 2014-01-20 | The buried consolidation anchor of the Zi Luochong of oceanographic engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103770909B (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104213902B (en) * | 2014-09-02 | 2017-11-24 | 夏海波 | Fluid metering is prized and its metering method |
| CN107640288A (en) * | 2017-10-27 | 2018-01-30 | 天津大学 | A kind of hydraulical impact formula torpedo anchor |
| CN108163148A (en) * | 2017-12-19 | 2018-06-15 | 浙江大学 | A kind of dynamic driving anchor for accelerating soil consolidation |
| CN108677986A (en) * | 2018-05-16 | 2018-10-19 | 福州大学 | Technology of Deepwater Mooring System body and its construction technology |
| CN108583796B (en) * | 2018-05-16 | 2020-02-07 | 福州大学 | Large-scale deep sea oil and gas platform and construction method thereof |
| CN111021402B (en) * | 2019-11-11 | 2021-05-25 | 合肥学院 | Grouting type anchoring foundation with inner bag and outer bag and construction method thereof |
| CN113699951B (en) * | 2021-08-12 | 2022-11-01 | 山东高速鸿林工程技术有限公司 | Afforestation drain pipe fixing device |
| CN114084281B (en) * | 2021-10-27 | 2023-03-24 | 浙江东溟科技有限公司 | Built-in water injection pressure control anchor |
| CN114228907B (en) * | 2021-12-28 | 2022-11-22 | 中国石油大学(华东) | Vacuum fish-and-thunder anchor capable of solidifying soil body and installation method thereof |
| CN114162267A (en) * | 2021-12-30 | 2022-03-11 | 中国船舶重工集团公司第七一九研究所 | Suction type anchoring foundation |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3750609A (en) * | 1969-02-14 | 1973-08-07 | Bolt Associates Inc | Powerful thruster method and apparatus suitable for driving a member such as an anchor or pile into the earth, and anchoring and pile apparatus |
| US3831139A (en) * | 1973-01-26 | 1974-08-20 | T Hennessey | Ships{40 s anchor drag indicator |
| US4312289A (en) * | 1979-11-13 | 1982-01-26 | Joseph Conrad | Permanent mooring apparatus |
| US4669990A (en) * | 1984-07-30 | 1987-06-02 | Mcdermott Kevin | Signal device |
| CN1068163A (en) * | 1991-04-08 | 1993-01-20 | 第一工业制药株式会社 | Reinforce with perfusion type Chemical composition that and the method for utilizing said composition to reinforce |
| CN102673737A (en) * | 2012-05-16 | 2012-09-19 | 上海交通大学 | Solidifying type anchor with ultrahigh holding power to weight ratio and mounting method thereof |
-
2014
- 2014-01-20 CN CN201410025207.4A patent/CN103770909B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3750609A (en) * | 1969-02-14 | 1973-08-07 | Bolt Associates Inc | Powerful thruster method and apparatus suitable for driving a member such as an anchor or pile into the earth, and anchoring and pile apparatus |
| US3831139A (en) * | 1973-01-26 | 1974-08-20 | T Hennessey | Ships{40 s anchor drag indicator |
| US4312289A (en) * | 1979-11-13 | 1982-01-26 | Joseph Conrad | Permanent mooring apparatus |
| US4669990A (en) * | 1984-07-30 | 1987-06-02 | Mcdermott Kevin | Signal device |
| CN1068163A (en) * | 1991-04-08 | 1993-01-20 | 第一工业制药株式会社 | Reinforce with perfusion type Chemical composition that and the method for utilizing said composition to reinforce |
| CN102673737A (en) * | 2012-05-16 | 2012-09-19 | 上海交通大学 | Solidifying type anchor with ultrahigh holding power to weight ratio and mounting method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103770909A (en) | 2014-05-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103770909B (en) | The buried consolidation anchor of the Zi Luochong of oceanographic engineering | |
| WO2014114235A1 (en) | Suction-type pile leg, offshore caisson, and seabed-fixed offshore platform | |
| EP0972114B1 (en) | Position penetrated anchor system and its use | |
| CN109736343B (en) | Offshore wind power foundation, installation method thereof and wind generating set | |
| CN111021402B (en) | Grouting type anchoring foundation with inner bag and outer bag and construction method thereof | |
| CN112282707B (en) | Sea natural gas hydrate barrel type mining device and method thereof | |
| JP2014159710A (en) | Methane hydrate production facility | |
| CN201962696U (en) | Underwater cup-shaped foundation with functions of hydraulic scouring assisted sinking and foundation consolidation | |
| CN103603364B (en) | Deepwater suction-type gravity foundation and deepwater mounting device and deepwater mounting method thereof | |
| CN102673737B (en) | Solidifying type anchor with ultrahigh holding power to weight ratio and mounting method thereof | |
| CN211735480U (en) | Negative pressure barrel-pile composite foundation structure | |
| Hinzmann et al. | Decommissioning of offshore monopiles, occuring problems and alternative solutions | |
| CN201651546U (en) | Pipeline stabilization ballasting bag | |
| CN102080374B (en) | Construction method of concrete filling piles | |
| CN112709552B (en) | Device and method for developing marine natural gas hydrate system based on hydrate method | |
| CN102635093B (en) | Embedded-type split anchor with high-pressure spray orifice and broadtail structure | |
| CN111017116B (en) | Construction method of bag type grouting anchoring foundation for mooring net cage | |
| CN215290070U (en) | Offshore wind turbine pile foundation grouting plugging device | |
| CN113799929B (en) | Telescopic buoyancy cabin and submarine mineral lifting system | |
| KR101462095B1 (en) | Method for penetrating suction pile at shallow water depth | |
| CN208269756U (en) | A kind of quick-fried means for loading of emulsion deep water brill | |
| CN202323934U (en) | Hole forming device for cast-in-situ triangular composite foundation pile | |
| CN107435531B (en) | Method and device for reinforcing deep sea natural gas hydrate reservoir based on jet grouting method | |
| CN111827355A (en) | Immersed tube tunnel and construction method | |
| AU725166B2 (en) | Position penetrated anchor system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |