CN208618405U - A kind of architectural engineering static pile press - Google Patents
A kind of architectural engineering static pile press Download PDFInfo
- Publication number
- CN208618405U CN208618405U CN201821043082.8U CN201821043082U CN208618405U CN 208618405 U CN208618405 U CN 208618405U CN 201821043082 U CN201821043082 U CN 201821043082U CN 208618405 U CN208618405 U CN 208618405U
- Authority
- CN
- China
- Prior art keywords
- pile press
- chassis
- architectural engineering
- static pile
- longitudinal
- 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.)
- Expired - Fee Related
Links
- 230000003068 static effect Effects 0.000 title claims abstract description 35
- 230000007246 mechanism Effects 0.000 claims abstract description 78
- 239000011324 bead Substances 0.000 claims description 17
- 230000014759 maintenance of location Effects 0.000 claims description 17
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 238000001514 detection method Methods 0.000 claims description 10
- 230000003028 elevating effect Effects 0.000 claims description 7
- 239000011159 matrix material Substances 0.000 claims description 4
- 238000003825 pressing Methods 0.000 claims description 2
- 238000007789 sealing Methods 0.000 claims 1
- 230000008901 benefit Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 2
- 241000208340 Araliaceae Species 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 235000005035 Panax pseudoginseng ssp. pseudoginseng Nutrition 0.000 description 1
- 235000003140 Panax quinquefolius Nutrition 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 238000009395 breeding Methods 0.000 description 1
- 230000001488 breeding effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 235000008434 ginseng Nutrition 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a kind of architectural engineering static pile press, including chassis, control room, mechanism of pile, hoisting mechanism, crawler belt mobile mechanism, supporting mechanism；The control room and hoisting mechanism are mounted on chassis upper surface；The mechanism of pile is mounted on the upper surface in the middle part of chassis；The crawler belt mobile mechanism includes two transverse shifting crawler belts and two longitudinal movement crawler belts；Two transverse shifting crawler belts and two longitudinal movement crawler belts pass through the rectangular lower surface for being mounted on chassis of hydraulic stem；The supporting mechanism includes two longitudinal supporting plates；The parallel lower surface that chassis is mounted on by hydraulic stem of two longitudinal supporting plates, two longitudinal movement crawler belts are located between two longitudinal supporting plates.The utility model can keep static pile press and ground to have sufficiently large contact area during static pile press is mobile, while movement speed is again fast.
Description
Technical field
The utility model relates to constructional engineering machinery fields, and in particular to a kind of architectural engineering static pile press.
Background technique
Building static pile press is that prefabricated pile is pressed into section by section in soil using pressure (pile press machine self weight and counterweight, oil pressure)
Pile pressing method, this method save reinforcing bar and concrete, reduce project cost, while relative to hammer during being constructed
The mode of piling is hit, the noise of generation is small, is very suitable for constructing in city.
Static pile press needs different piling weight according to different piling environment, so in general to a piece of work
When ground carries out piling, needs to adjust the counterweight on pile press machine, after counterweight fixes, be often installed a pile foundation, it is quiet
Power pile press machine just needs to move, and the mobile mode of static pile press now on the market is short using the mobile cooperation of Chang Chuan mechanism
Ship mechanism is mobile, the mobile side used such as a kind of Static pressure pile driver and pile foundation construction device of 201721269083 .X of Patent No.
Formula.In the process of moving, static pile press ground contact area reduce, if static pile press on softer ground,
The danger of sunken machine will be will appear, while using the movement of walking, movement speed is slow, and moving distance cannot control well.
Utility model content
In view of the above drawbacks of the prior art, the purpose of this utility model is just to provide a kind of architectural engineering static press piling
Machine can keep static pile press and ground to have sufficiently large contact area, same time shift during static pile press is mobile
Dynamic speed is again fast.
The purpose of this utility model is that technical solution in this way is realized:
A kind of architectural engineering static pile press, including chassis, control room, mechanism of pile, hoisting mechanism, crawler belt moving machine
Structure, supporting mechanism；
The control room and hoisting mechanism are mounted on chassis upper surface；The mechanism of pile is mounted on the upper table in the middle part of chassis
Face；
The crawler belt mobile mechanism includes two transverse shifting crawler belts and two longitudinal movement crawler belts；Two transverse shiftings are carried out
Band and two longitudinal movement crawler belts pass through the rectangular lower surface for being mounted on chassis of hydraulic stem；
The supporting mechanism includes two longitudinal supporting plates；Two longitudinal supporting plates it is parallel bottom is mounted on by hydraulic stem
The lower surface of disk, two longitudinal movement crawler belts are located between two longitudinal supporting plates.
Further, the mechanism of pile includes counter-balanced carriage, hydraulic hold-fast body, encircles plumb-checking mechanism, elevator
Structure；
Counter-balanced carriage is mounted on chassis by elevating mechanism；The hydraulic hold-fast body is installed with plumb-checking mechanism is encircled
In the middle part of counter-balanced carriage, the hydraulic hold-fast body, which is located at, to be encircled right above plumb-checking mechanism.
Further, the plumb-checking mechanism of encircling includes annulus, detection unit；The detection unit is uniformly circumferentially
The inner surface for being mounted on annulus of permutation；The annulus outer surface and counter-balanced carriage are affixed；
The detection unit includes cylinder, spring, sleeve, roller unit, pressure sensor；
One end of the sleeve seals；One end of the cylinder and annulus are affixed, and the other end passes through pressure sensor and set
The outer surface of cylinder sealed end is affixed；The both ends of the spring are connect with the inner surface at sleeve seal end and roller unit respectively.
Further, the counter-balanced carriage is by several I-steel besieged city matrix pattern；The upper surface of the I-steel is equipped with positioning
Protrusion；The positioning protrusion includes guide hump and retention bead；The retention bead is the positive direction steel column of seamed edge rounded corner；
The guide hump is coniform；The cone bottom surface of the guide hump and the upper surface of retention bead are affixed, and guide hump
The side smooth excessiveness of circular conical surface and retention bead；The lower surface of the retention bead and I-steel are affixed.
Further, the architectural engineering static pile press further includes clump weight；The cross section of the clump weight is C word
Shape；The groove bottom of the clump weight is equipped with cylinder shape groove；The groove includes first segment and second segment, second section
In bottom portion of groove, the diameter of the second segment groove is equal to the diameter of retention bead, and the diameter of the first segment is greater than second segment
Diameter.
Further, the longitudinal bracing board ends are equipped with the guide plate being upturned；The lower surface of longitudinal supporting plate is set
There are several pressure rollers that axial direction is vertical with longitudinal supporting plate length direction；The periphery of the pressure roller goes out 3-5 lis of support plate lower surface
Rice.
Further, the supporting mechanism further includes two cross-brace plates, two cross-brace plates it is parallel pass through liquid
Compression bar is mounted on the lower surface on chassis, and two transverse shifting crawler belts are located between two cross-brace plates.
Further, the architectural engineering static pile press further includes counterweight mobile device；The counterweight mobile device packet
Include movable stand；The movable stand lower surface is equipped with mobile device；Drag hook there are two being set on one end of the movable stand；The chassis
Four faces on be equipped with pull ring.
By adopting the above-described technical solution, the utility model has the advantage that
The utility model realizes contact of the static pile press with ground when mobile by setting crawler belt mobile mechanism
Area does not change, while the residence time is shorter on the ground of fixed area, so as to effectively reduce static pile press by
The risk on ground is fallen into overweight or single dwell course, while can assist being held by supporting mechanism in the process of moving
Weight further reduces the pressure that ground is subject to.
The lateral, longitudinal of static pile press may be implemented by crawler belt mobile mechanism to fast move, while can also be with ten
Divide and easily rotated, so that enhanced convenience when in use.
Other advantages, target and feature of the utility model will be explained in the following description to a certain extent
It states, and to a certain extent, based on will be apparent to those skilled in the art to investigating hereafter, or
Person can be instructed from the practice of the utility model.The target of the utility model and other advantages can be said by following
Bright book and claims are achieved and obtained.
Detailed description of the invention
The Detailed description of the invention of the utility model is as follows:
Fig. 1 is the structural schematic diagram of architectural engineering static pile press in embodiment 1.
Fig. 2 is the structural schematic diagram that plumb-checking mechanism is encircled in embodiment 1.
Fig. 3 is enlarged structure schematic diagram at A in Fig. 1.
In figure: 1, chassis；11, pull ring；2, control room；31, counter-balanced carriage；311, I-steel；312, positioning protrusion；3121,
Guide hump；3122, retention bead；32, hydraulic hold-fast body；33, plumb-checking mechanism is encircled；331, annulus；332, it detects
Unit；3321, cylinder；3322, spring；3323, sleeve；3324, roller unit；3325, pressure sensor；34, elevating mechanism；
4, hoisting mechanism；5, crawler belt mobile mechanism；51, transverse shifting crawler belt；52, crawler belt is vertically moved；6, supporting mechanism；61, longitudinal
Support plate；611, guide plate；612, pressure roller, 62, cross-brace plate；71, movable stand；72, mobile device；73, drag hook；8, counterweight
Block；81, cylinder shape groove；811, first segment；812, second segment.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples.
Embodiment 1:
In the present embodiment, control room 2, hoisting mechanism 4, the hydraulic component encircling mechanism and being all made of on existing pile press machine.
As shown in Figure 1 to Figure 3, architectural engineering static pile press, including chassis 1, control room 2, mechanism of pile, hoisting mechanism
4, crawler belt mobile mechanism 5, supporting mechanism 6；
Control room 2 and hoisting mechanism 4 are mounted on 1 upper surface of chassis；Mechanism of pile is mounted on the upper surface at 1 middle part of chassis；
Crawler belt mobile mechanism 5 includes two transverse shifting crawler belts 51 and two longitudinal movement crawler belts 52；Two transverse shiftings
Crawler belt 51 and two longitudinal movement crawler belts 52 pass through the rectangular lower surface for being mounted on chassis 1 of hydraulic stem；
Supporting mechanism 6 includes two longitudinal supporting plates 61；Two longitudinal supporting plates 61 are parallel to be mounted on by hydraulic stem
The lower surface on chassis 1, two longitudinal movement crawler belts 52 are located between two longitudinal supporting plates 61.
Pile press machine may be implemented by installing two transverse shifting crawler belts 51 and two longitudinal movement crawler belts 52 under chassis 1
Any movement, and compared to existing pile press machine have movement speed faster, the benefit of more difficult sunken machine.Pass through support plate
The contact area for expanding pile press machine and ground when pile press machine carries out piling may be implemented.
In the present embodiment, mechanism of pile includes counter-balanced carriage 31, hydraulic hold-fast body 32, encircles plumb-checking mechanism 33, rises
Descending mechanism 34；
Counter-balanced carriage 31 is mounted on chassis 1 by elevating mechanism 34；Hydraulic hold-fast body 32 and encircle plumb-checking mechanism
33 are mounted on 31 middle part of counter-balanced carriage, and hydraulic hold-fast body 32, which is located at, to be encircled right above plumb-checking mechanism 33.
It may be implemented by the way that counter-balanced carriage is arranged on mechanism of pile, flexibly adjustment pile press machine tonnage, so as to adapt to
Different demands；For hydraulic hold-fast body 32 using on existing pile press machine, detection can be passed through by encircling plumb-checking mechanism 33
By encircling the tilt angle of the pile of plumb-checking mechanism 33 to realize the monitoring to verticality.
In the present embodiment, encircling plumb-checking mechanism 33 includes annulus 331, detection unit 332；Detection unit 332 is uniform
The circumferentially inner surface for being mounted on annulus 331 of permutation；331 outer surface of annulus and counter-balanced carriage 31 are affixed；
Detection unit 332 includes cylinder 3321, spring 3322, sleeve 3323, roller unit 3324, pressure sensor
3325；
One end of sleeve 3323 seals；One end of cylinder 3321 and annulus 331 are affixed, and the other end passes through pressure sensor
3325 is affixed with the outer surface of 3323 sealed end of sleeve；The both ends of spring 3322 respectively with the inner surface of 3323 sealed end of sleeve and
Roller unit 3324 connects.
Roller unit 3324 uses common idler wheel fixed form, and mode as shown in Figure 2 is fixed to obtain to idler wheel
Roller unit 3324 is contacted by the periphery of the idler wheel on roller unit 3324 with pile surface, to spring after pile inclination
3322 pressure, which becomes larger or becomes smaller, can be reacted on pressure sensor 3325, by the numerical value for obtaining pressure sensor 3325
The tilt angle of available pile.
In the present embodiment, counter-balanced carriage 31 constitutes matrix pattern by several I-steel 311；The upper surface of I-steel 311 is equipped with fixed
Position protrusion 312；Positioning protrusion 312 includes guide hump 3121 and retention bead 3122；Retention bead 3122 is seamed edge rounded corner
Positive direction steel column；Guide hump 3121 is coniform；The upper surface of the cone bottom surface and retention bead 3122 of guide hump 3121
It is affixed, and the side smooth excessiveness of the circular conical surface of guide hump 3121 and retention bead 3122；The lower surface of retention bead 3122
It is affixed with I-steel 311.
By the way that counter-balanced carriage 31 is set as matrix pattern, more clump weights 8 can be fixed on counter-balanced carriage 31；In counter-balanced carriage
Positioning protrusion 312 is set on 31, limit locating piece can be fixed, as two positioning protrusion 312 to a clump weight 8 into
Row limit or a setting of clump weight 8 and the matched groove of positioning protrusion 312 realize a positioning protrusion 312 to a counterweight
Block 8 is positioned.
In the present embodiment, architectural engineering static pile press further includes clump weight 8；The cross section of clump weight 8 is C font；Match
The groove bottom of pouring weight 8 is equipped with cylinder shape groove 81；Groove includes first segment 811 and second segment 812, and second segment 812 is located at recessed
Trench bottom, the diameter of 812 groove of second segment are equal to the diameter of retention bead 3122, and the diameter of first segment 811 is greater than second segment 812
Diameter.
Setting and the matched cylinder shape groove 81 of positioning protrusion 312, to realize that a positioning protrusion 312 is fixed one and matched
Pouring weight 8.The diameter that the diameter of first segment 811 is greater than second segment 812, which can be convenient, is put into clump weight 8 in positioning protrusion 312.
In the present embodiment, 61 both ends of longitudinal supporting plate are equipped with the guide plate 611 being upturned；The following table of longitudinal supporting plate 61
Face is equipped with the axial several pressure rollers 612 vertical with 61 length direction of longitudinal supporting plate；The periphery of pressure roller 612 goes out support plate following table
3-5 centimetres of face.
Guide plate 611 is set at the both ends of longitudinal supporting plate 61, for pile press machine under the softer environment of soil property, pile press machine is longitudinal
When mobile, crawler belt is mobile when will also result in sunken machine, can by longitudinal supporting plate 61 and ground face contact, reduce pile press machine with
Pressure between ground.
Guide plate 611 on longitudinal supporting plate 61 and the pressure roller on lower surface 612 can reduce resistance when mobile
Effect.
In the present embodiment, supporting mechanism 6 further includes two cross-brace plates 62, and two cross-brace plates 62 are parallel to be passed through
Hydraulic stem is mounted on the lower surface on chassis 1, and two transverse shifting crawler belts 51 are located between two cross-brace plates 62.
Cross-brace plate 62 can make piling by cross-brace plate 62 using the structure as longitudinal supporting plate 61
Machine is also safer in transverse shifting, while the more contact area with ground can also be provided in piling.
In the present embodiment, architectural engineering static pile press further includes counterweight mobile device 72；Counterweight mobile device 72 includes
Movable stand 71；71 lower surface of movable stand is equipped with mobile device 72；Drag hook 73 there are two being set on one end of movable stand 71；Chassis 1
Pull ring 11 is equipped on four faces.
It can make pile press machine when moving by the way that movable stand 71 is arranged, when in face of compared with weak soil matter, hoisting machine can be passed through
Structure 4 need to 8 a part of clump weight to be used be placed into mobile device 72, reduce pile press machine to the pressure on ground；Match simultaneously
Weight mobile device 72 can be very convenient when pile press machine adjusts its pressure tonnage.
The utility model works in this way, and movable stand 71 and the chassis 1 of pile press machine are connected by drag hook 73 and pull ring 11
It is connected together.Breeding block is placed on movable stand 71 by 4 a part of hoisting mechanism, another part is placed on counter-balanced carriage 31
On.
When pile press machine needs mobile, controls longitudinal supporting plate 61 and cross-brace plate 62 rises, if it is transverse direction
It is mobile, then longitudinal movement crawler belt 52 is also risen, then control pile press machine movement；If the mobile soil property of pile press machine is more soft
Cross-brace plate 62 can so be fallen, to 51 1 Auxiliary supports of transverse shifting crawler belt of pile press machine.
After pile press machine is moved to the position of piling, by transverse shifting crawler belt 51, longitudinal movement crawler belt 52, longitudinal supporting plate
61, cross-brace plate 62 is all fallen and ground face contact.According to the demand of piling, clump weight 8 is placed on counter-balanced carriage 31.
Control is encircled the cylinder 3321 in plumb-checking mechanism 33 and is shunk, and pile is passed through hydraulic armful by hoisting mechanism 4
Tight mechanism 32 and plumb-checking mechanism 33 is encircled, starts hydraulic hold-fast body 32 and fix pile, vertical inspection is encircled in starting control
The cylinder 3321 surveyed in mechanism 33 is grown.
When piling, start elevating mechanism 34, elevating mechanism 34 can also use the hydraulic cylinder of big pressure；Clump weight 8 from
Under the action of weight, pile is pressed into the ground.
While piling, pressure sensor 3325 receives pressure signal, if pressure value is detached from whithin a period of time
Normal numerical value, then illustrating that certain inclination occurs in pile.To which controllers can stop piling and be adjusted.
Finally, it is stated that above embodiments are merely intended for describing the technical solutions of the present application, but not for limiting the present application, although ginseng
The utility model is described in detail according to preferred embodiment, those skilled in the art should understand that, it can be to this
The technical solution of utility model is modified or replaced equivalently, should all without departing from the objective and range of the technical program
Cover in the scope of the claims of the utility model.
Claims (8)
1. a kind of architectural engineering static pile press, which is characterized in that including chassis, control room, mechanism of pile, hoisting mechanism, shoe
Band mobile mechanism, supporting mechanism；
The control room and hoisting mechanism are mounted on chassis upper surface；The mechanism of pile is mounted on the upper surface in the middle part of chassis；
The crawler belt mobile mechanism includes two transverse shifting crawler belts and two longitudinal movement crawler belts；Two transverse shifting crawler belts and
Two longitudinal movement crawler belts lower surface for being mounted on chassis rectangular by hydraulic stem；
The supporting mechanism includes two longitudinal supporting plates；Two longitudinal supporting plates it is parallel chassis is mounted on by hydraulic stem
Lower surface, two longitudinal movement crawler belts are located between two longitudinal supporting plates.
2. architectural engineering static pile press according to claim 1, which is characterized in that the mechanism of pile includes counterweight
Frame, encircles plumb-checking mechanism, elevating mechanism at hydraulic hold-fast body；
Counter-balanced carriage is mounted on chassis by elevating mechanism；It the hydraulic hold-fast body and encircles plumb-checking mechanism and is mounted on and match
In the middle part of weight frame, the hydraulic hold-fast body, which is located at, to be encircled right above plumb-checking mechanism.
3. architectural engineering static pile press according to claim 2, which is characterized in that described to encircle plumb-checking mechanism packet
Include annulus, detection unit；The uniform circumferentially inner surface for being mounted on annulus of permutation of the detection unit；The annulus outer surface
It is affixed with counter-balanced carriage；
The detection unit includes cylinder, spring, sleeve, roller unit, pressure sensor；
One end of the sleeve seals；One end of the cylinder and annulus are affixed, and the other end is close by pressure sensor and sleeve
The outer surface of sealing end is affixed；The both ends of the spring are connect with the inner surface at sleeve seal end and roller unit respectively.
4. architectural engineering static pile press according to claim 2, which is characterized in that the counter-balanced carriage is by several I-steel
Besieged city matrix pattern；The upper surface of the I-steel is equipped with positioning protrusion；The positioning protrusion includes guide hump and retention bead；
The retention bead is the positive direction steel column of seamed edge rounded corner；The guide hump is coniform；The cone bottom of the guide hump
Face and the upper surface of retention bead are affixed, and the side smooth excessiveness of the circular conical surface of guide hump and retention bead；The limit
The lower surface and I-steel of protrusion are affixed.
5. architectural engineering static pile press according to claim 4, which is characterized in that the architectural engineering static pile press
It further include clump weight；The cross section of the clump weight is C font；The groove bottom of the clump weight is equipped with cylinder shape groove；Institute
Stating groove includes first segment and second segment, and the second segment is located at bottom portion of groove, and the diameter of the second segment groove is equal to limit
The diameter of protrusion, the diameter of the first segment are greater than the diameter of second segment.
6. architectural engineering static pile press according to claim 1, which is characterized in that the longitudinal bracing board ends are equipped with
The guide plate being upturned；If the lower surface of longitudinal supporting plate is equipped with axial dry-pressing vertical with longitudinal supporting plate length direction
Roller；The periphery of the pressure roller goes out 3-5 centimetres of support plate lower surface.
7. any architectural engineering static pile press in -6 according to claim 1, which is characterized in that the supporting mechanism is also
Including two cross-brace plates, the parallel lower surface for being mounted on chassis by hydraulic stem of two cross-brace plates, two transverse directions
Mobile crawler belt is located between two cross-brace plates.
8. architectural engineering static pile press according to claim 1, which is characterized in that the architectural engineering static pile press
It further include counterweight mobile device；The counterweight mobile device includes movable stand；The movable stand lower surface is equipped with mobile device；Institute
State drag hook there are two setting on one end of movable stand；Pull ring is equipped on four faces on the chassis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821043082.8U CN208618405U (en) | 2018-07-03 | 2018-07-03 | A kind of architectural engineering static pile press |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821043082.8U CN208618405U (en) | 2018-07-03 | 2018-07-03 | A kind of architectural engineering static pile press |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208618405U true CN208618405U (en) | 2019-03-19 |
Family
ID=65704644
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821043082.8U Expired - Fee Related CN208618405U (en) | 2018-07-03 | 2018-07-03 | A kind of architectural engineering static pile press |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208618405U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424390A (en) * | 2019-08-30 | 2019-11-08 | 宁波中淳高科股份有限公司 | A kind of pile-grafting machine of prefabricated pile implantation |
| CN111456001A (en) * | 2020-04-11 | 2020-07-28 | 深圳市联胜基础建筑工程有限公司 | Tubular pile sinking construction process and device |
| CN112144562A (en) * | 2020-04-22 | 2020-12-29 | 中国海洋大学 | Pile foundation monitoring device for offshore operation platform |
-
2018
- 2018-07-03 CN CN201821043082.8U patent/CN208618405U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424390A (en) * | 2019-08-30 | 2019-11-08 | 宁波中淳高科股份有限公司 | A kind of pile-grafting machine of prefabricated pile implantation |
| CN111456001A (en) * | 2020-04-11 | 2020-07-28 | 深圳市联胜基础建筑工程有限公司 | Tubular pile sinking construction process and device |
| CN111456001B (en) * | 2020-04-11 | 2021-11-16 | 深圳市联胜基础建筑工程有限公司 | Tubular pile sinking construction process and device |
| CN112144562A (en) * | 2020-04-22 | 2020-12-29 | 中国海洋大学 | Pile foundation monitoring device for offshore operation platform |
| CN112144562B (en) * | 2020-04-22 | 2024-10-01 | 中国海洋大学 | Pile foundation monitoring device for offshore operation platform |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208618405U (en) | A kind of architectural engineering static pile press | |
| CN103076230B (en) | Test method and test device of mechanical properties of soil-structure contact surface | |
| CN102478472A (en) | Test apparatus used for simulating influence of three-axis loading and unloading on engineering pile | |
| CN104458428A (en) | Large-sized fluid-solid-heat multi-field coupling test loading system | |
| CN104677807A (en) | True-triaxial seepage characteristic and strength testing device for large-size soil sample | |
| CN108505522A (en) | A kind of steady stake platform | |
| CN108699795A (en) | For guiding and the holder with multiple guiding mechanisms of brace foundation component | |
| CN1039844C (en) | Hydraulic pressure step-type pile driver | |
| CN114235585B (en) | Coal-rock mass solid-liquid coupling analog simulation experiment device and use method | |
| CN205348194U (en) | It spouts compound supporting construction of stake with anchor rope soon to throw to one side to prop | |
| CN105926594A (en) | Double-pipe construction method for static pressure pipe-sinking carrier cast-in-place pile | |
| CN110258580A (en) | A kind of construction method of the foundation pit enclosure structure as permanent underground structure | |
| CN207727629U (en) | A kind of real-time inspection and control system of diaphram wall | |
| CN104863172B (en) | A kind of utilize the apparatus and method of soil bearing capacity between PHC pipe pile | |
| CN108532654A (en) | Static load crawler-type mobile heap carrying platform and plate method | |
| CN201074407Y (en) | Sand barrel for supporting descending steel truss | |
| CN208039333U (en) | A kind of engineering pile foundation detection device | |
| CN107190788A (en) | A kind of pile foundation self-balanced static-load testing displacement observation device | |
| CN209927625U (en) | Crawler belt pulling-resistant static load test device | |
| CN205576910U (en) | A flexible support for stock construction | |
| CN206740549U (en) | A kind of experiment boxshear apparatus | |
| KR101719249B1 (en) | Controller with apparatus for pressing open caisson | |
| CN221193298U (en) | Hanging bar and positioning device for bored pile reinforcement cage | |
| CN101832139A (en) | Hydraulic base adjusting device capable of eliminating deviation of shield from design axis during shield in and out of tunnel | |
| CN105019432B (en) | A kind of construction method of reaming end-bearing pile |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190319 |