CN108301409A - A kind of interior casing mounting process - Google Patents
A kind of interior casing mounting process Download PDFInfo
- Publication number
- CN108301409A CN108301409A CN201810184246.7A CN201810184246A CN108301409A CN 108301409 A CN108301409 A CN 108301409A CN 201810184246 A CN201810184246 A CN 201810184246A CN 108301409 A CN108301409 A CN 108301409A
- Authority
- CN
- China
- Prior art keywords
- steel
- pipe pile
- interior casing
- steady stake
- platform
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/66—Mould-pipes or other moulds
- E02D5/665—Mould-pipes or other moulds for making piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/18—Placing by vibrating
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (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)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of interior casing mounting process, include the following steps：A, first steady stake platform is assembled, then whole to sling submerged, steel-pipe pile is sunk to the certain depth of sea bed by steady stake platform by dead weight；B, selectively apply certain vibration to steel-pipe pile top, by steady stake platform erection；C, dismantle the card key of a steel-pipe pile, gradually simultaneously unclamp card key adjusting screw to discharge the pressure that steel-pipe pile is born, steel-pipe pile vibration hammer or jump bit are squeezed into scar, in place after, again by the card key of the steel-pipe pile connection install；Above procedure is repeated one by one to squeeze into each steel-pipe pile；D, it will be squeezed into scar across the interior casing of steady stake Platform center cylinder with hydraulic impact hammer；E, steady stake platform lock-screw suitable for reading is pre-tightened, so that the suitable for reading and platform of interior casing is linked together, the mounting process that the present invention uses can improve shock resistance, improve subsequent construction efficiency.
Description
Technical field
The present invention relates to interior casing mounting technique field, specially a kind of interior casing mounting process.
Background technology
In cast-in-situ bored pile, steel pile casting is often buried to position the stake position for needing to bore.Casing is steel pile casting, wall thickness 10mm,
When casing positions, first using stake position center as the center of circle, casing position is made on soil according to casing radius, after casing is in place, is applied
Casing is embedded to about 50cm by pressure.Difficulty is such as pushed, can the soil body at the position of hole first be dug out into a part, then place casing embedment
Underground.It should check whether casing is vertical during embedment, if finding deflection, should correct in time.Land casing bury put it is in place after,
It will be compacted with clay backfilling on the outside of casing, to prevent casing surrounding from drainage occur, backfill thickness about 40-45cm, top is high
Degree is higher by (water surface) ground 0.4-0.6m, and cylinder position is not greater than 50mm far from hole heart deviation；The cylinder s buried depth should be wanted according to design
It asks or the hydrological geological conditions of stake position determines, be not less than 1.0m in clay, be not preferably less than 1.5m in sandy soil, ordinary circumstance is embedding
Depth is preferably 2 ~ 4M, and special circumstances should deepen to ensure being smoothed out for drilling and concrete perfusion.There is the riverbed for washing away influence,
It should sink and be not less than 1.0 ~ 1.5M below people's local scour line.It is influenced or the cast-in-situ bored pile of underwater construction by fluctuation in stage, casing
Height should increase intensification, should squeeze into impermeable stratum when necessary.
Interior casing mounting process is complicated on current steady stake platform, and installation rear stability is poor, and shock resistance is poor.
Invention content
The purpose of the present invention is to provide a kind of interior casing mounting process, to solve mentioned above in the background art ask
Topic.
To achieve the above object, the present invention provides the following technical solutions：A kind of interior casing mounting process, including following step
Suddenly：
A, first steady stake platform is assembled, then whole to sling submerged, steel-pipe pile is sunk to sea by steady stake platform by dead weight
The certain depth of bed；
B, selectively apply certain vibration to steel-pipe pile top, by steady stake platform erection；
C, the card key of a steel-pipe pile is dismantled, gradually card key adjusting screw is unclamped simultaneously to discharge the pressure that steel-pipe pile is born, incites somebody to action
Steel-pipe pile vibration hammer or jump bit are squeezed into scar, in place after, again by the card key of the steel-pipe pile connection install；It repeats
Above procedure one by one squeezes into each steel-pipe pile；
D, it will be squeezed into scar across the interior casing of steady stake Platform center cylinder with hydraulic impact hammer；
E, steady stake platform lock-screw suitable for reading is pre-tightened, the suitable for reading and platform of interior casing is made to be linked together；
If F, the driving depth of interior casing with it is expected that it is quite different, cause the opposed platforms suitable for reading of interior casing it is suitable for reading height
Direction has exceeded the range of requirement, hangs steady stake platform with crane, gradually unclamps the adjusting screw of each card key, then remove card
Key, slinging steady stake platform makes its height along all six steel-pipe piles up or needed for lower slider, and new position again by
A installation card key fixed platform.
Preferably, further include following steps：Interior casing and steel-pipe pile must control swashing for vibration hammer when squeezing into scar
Power of shaking makes interior casing and steel-pipe pile reach required bottom bearing, and the bottom bearing of steel-pipe pile reaches 2000KN；The bottom bearing of interior casing
Up to 3000KN.
Preferably, the basil of the interior casing and steel-pipe pile is all made of the high-strength wearable steel making of thickening.
Compared with prior art, the beneficial effects of the invention are as follows：The mounting process that the present invention uses can improve shock resistance
Performance improves subsequent construction efficiency；In addition, in the present invention, the basil of interior casing and steel-pipe pile is intended to use the high-strength resistance to of thickening
It grinds steel to make, can be absorbed impact when to enter rock, and dig out certain contact surface in rock surface, ensure that reliable end is held
Power；In the present invention, interior casing uses hydraulic impact hammer pile sinking, it can be ensured that the bearing capacity of interior casing；In addition, interior casing and steady stake
It is pre-tightened by lock-screw between platform, is beneficial to casing height in the transmission and adjustment of bearing capacity.
Specific implementation mode
The following is a clear and complete description of the technical scheme in the embodiments of the invention, it is clear that described embodiment
Only a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, the common skill in this field
The every other embodiment that art personnel are obtained without making creative work belongs to the model that the present invention protects
It encloses.
The present invention provides the following technical solutions：A kind of interior casing mounting process, includes the following steps：
A, first steady stake platform is assembled, then whole to sling submerged, steel-pipe pile is sunk to sea by steady stake platform by dead weight
The certain depth of bed；
B, selectively apply certain vibration to steel-pipe pile top, by steady stake platform erection；
C, the card key of a steel-pipe pile is dismantled, gradually card key adjusting screw is unclamped simultaneously to discharge the pressure that steel-pipe pile is born, incites somebody to action
Steel-pipe pile vibration hammer or jump bit are squeezed into scar, in place after, again by the card key of the steel-pipe pile connection install；It repeats
Above procedure one by one squeezes into each steel-pipe pile；
D, it will be squeezed into scar across the interior casing of steady stake Platform center cylinder with hydraulic impact hammer；
E, steady stake platform lock-screw suitable for reading is pre-tightened, the suitable for reading and platform of interior casing is made to be linked together；
If F, the driving depth of interior casing with it is expected that it is quite different, cause the opposed platforms suitable for reading of interior casing it is suitable for reading height
Direction has exceeded the range of requirement, hangs steady stake platform with crane, gradually unclamps the adjusting screw of each card key, then remove card
Key, slinging steady stake platform makes its height along all six steel-pipe piles up or needed for lower slider, and new position again by
A installation card key fixed platform.
In order to avoid the appearance of situation described in step F as possible, it should when squeezing into first steel-pipe pile, according to the steel-pipe pile
Enter that rock depth can determine steel pile casting substantially enter rock depth, and then determine the relative altitude of platform.
Further include following steps in the present invention：Interior casing and steel-pipe pile must control vibration hammer when squeezing into scar
Exciting force makes interior casing and steel-pipe pile reach required bottom bearing, and the bottom bearing of steel-pipe pile reaches 2000KN；It holds at the end of interior casing
Power reaches 3000KN.
In the present invention, the basil of interior casing and steel-pipe pile is all made of the high-strength wearable steel making of thickening；It can when to enter rock
To absorb impact, and certain contact surface is dug out in rock surface, ensure reliable bottom bearing；In the present invention, interior casing uses
Hydraulic impact hammer pile sinking, it can be ensured that the bearing capacity of interior casing；In addition, pre- by lock-screw between interior casing and steady stake platform
Tightly, it is beneficial to casing height in the transmission and adjustment of bearing capacity.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
Understanding without departing from the principles and spirit of the present invention can carry out these embodiments a variety of variations, modification, replace
And modification, the scope of the present invention is defined by the appended.
Claims (3)
1. a kind of interior casing mounting process, it is characterised in that：Include the following steps：
A, first steady stake platform is assembled, then whole to sling submerged, steel-pipe pile is sunk to sea by steady stake platform by dead weight
The certain depth of bed；
B, selectively apply certain vibration to steel-pipe pile top, by steady stake platform erection；
C, the card key of a steel-pipe pile is dismantled, gradually card key adjusting screw is unclamped simultaneously to discharge the pressure that steel-pipe pile is born, incites somebody to action
Steel-pipe pile vibration hammer or jump bit are squeezed into scar, in place after, again by the card key of the steel-pipe pile connection install；It repeats
Above procedure one by one squeezes into each steel-pipe pile；
D, it will be squeezed into scar across the interior casing of steady stake Platform center cylinder with hydraulic impact hammer；
E, steady stake platform lock-screw suitable for reading is pre-tightened, the suitable for reading and platform of interior casing is made to be linked together；
If F, the driving depth of interior casing with it is expected that it is quite different, cause the opposed platforms suitable for reading of interior casing it is suitable for reading height
Direction has exceeded the range of requirement, hangs steady stake platform with crane, gradually unclamps the adjusting screw of each card key, then remove card
Key, slinging steady stake platform makes its height along all six steel-pipe piles up or needed for lower slider, and new position again by
A installation card key fixed platform.
2. a kind of interior casing mounting process according to claim 1, it is characterised in that：Further include following steps：Interior casing
To scar, must control the exciting force of vibration hammer when squeezing into steel-pipe pile makes interior casing and steel-pipe pile reach required end to hold
The bottom bearing of power, steel-pipe pile reaches 2000KN；The bottom bearing of interior casing reaches 3000KN.
3. a kind of interior casing mounting process according to claim 2, it is characterised in that：The sword of the interior casing and steel-pipe pile
The high-strength wearable steel that angle is all made of thickening makes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810184246.7A CN108301409A (en) | 2018-03-07 | 2018-03-07 | A kind of interior casing mounting process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810184246.7A CN108301409A (en) | 2018-03-07 | 2018-03-07 | A kind of interior casing mounting process |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108301409A true CN108301409A (en) | 2018-07-20 |
Family
ID=62849189
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810184246.7A Pending CN108301409A (en) | 2018-03-07 | 2018-03-07 | A kind of interior casing mounting process |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108301409A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364470A (en) * | 2020-03-28 | 2020-07-03 | 江苏龙源振华海洋工程有限公司 | Construction method for inner protective cylinder redrawing pile sinking |
| CN114703890A (en) * | 2022-04-02 | 2022-07-05 | 中国港湾工程有限责任公司 | Pipe pile construction process for wharf pile foundation structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594352A (en) * | 2015-01-14 | 2015-05-06 | 中铁大桥局集团有限公司 | Stable structure and drilling platform construction method based on stable structure |
| CN105604072A (en) * | 2016-01-18 | 2016-05-25 | 中国铁建大桥工程局集团有限公司 | Steel pile casing cofferdam and steel pile casing settling and positioning method applying same |
| CN106400764A (en) * | 2016-11-25 | 2017-02-15 | 平煤建工集团特殊凿井工程有限公司 | Assembled offshore single-pile foundation construction platform and construction process thereof |
| CN106759449A (en) * | 2017-03-30 | 2017-05-31 | 福建省水利水电勘测设计院（水利部福建水利水电勘测设计研究院） | A kind of embedding rock single-pile foundation of batholith sea bed offshore wind turbine and its construction method |
| CN206428687U (en) * | 2016-11-25 | 2017-08-22 | 平煤建工集团特殊凿井工程有限公司 | A kind of marine single-pile foundation construction platform of pin-connected panel |
-
2018
- 2018-03-07 CN CN201810184246.7A patent/CN108301409A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594352A (en) * | 2015-01-14 | 2015-05-06 | 中铁大桥局集团有限公司 | Stable structure and drilling platform construction method based on stable structure |
| CN105604072A (en) * | 2016-01-18 | 2016-05-25 | 中国铁建大桥工程局集团有限公司 | Steel pile casing cofferdam and steel pile casing settling and positioning method applying same |
| CN106400764A (en) * | 2016-11-25 | 2017-02-15 | 平煤建工集团特殊凿井工程有限公司 | Assembled offshore single-pile foundation construction platform and construction process thereof |
| CN206428687U (en) * | 2016-11-25 | 2017-08-22 | 平煤建工集团特殊凿井工程有限公司 | A kind of marine single-pile foundation construction platform of pin-connected panel |
| CN106759449A (en) * | 2017-03-30 | 2017-05-31 | 福建省水利水电勘测设计院（水利部福建水利水电勘测设计研究院） | A kind of embedding rock single-pile foundation of batholith sea bed offshore wind turbine and its construction method |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364470A (en) * | 2020-03-28 | 2020-07-03 | 江苏龙源振华海洋工程有限公司 | Construction method for inner protective cylinder redrawing pile sinking |
| CN114703890A (en) * | 2022-04-02 | 2022-07-05 | 中国港湾工程有限责任公司 | Pipe pile construction process for wharf pile foundation structure |
| CN114703890B (en) * | 2022-04-02 | 2023-09-12 | 中国港湾工程有限责任公司 | Tubular pile construction process for wharf pile foundation structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2021012860A1 (en) | Pile-bucket composite truss type offshore wind turbine foundation and construction process thereof | |
| CN111827274B (en) | High-strength grouting method for marine wind power weakly-weathered bedrock single-pile socketed foundation | |
| CN204370469U (en) | A kind of drilled pile long leg jacket offshore wind turbine foundation | |
| CN102383431B (en) | Middle pick prestressed centrifugally pile tube pile-sinking device and pile sinking method thereof | |
| CN109024651B (en) | Steel pipe concrete mixed pile foundation and construction method | |
| CN103015455B (en) | Bridge pile-bucket combined foundation and construction method thereof | |
| CN103306682B (en) | Long-span and high-side-wall underground space building and excavation support method thereof | |
| CN105780806A (en) | Offshore wind turbine foundation for long-leg jacket of drilling piles and construction method of offshore wind turbine foundation | |
| CN111456075A (en) | Pile barrel composite truss type offshore wind turbine foundation and construction process thereof | |
| CN107558488A (en) | A kind of embedding rock single pile of offshore wind farm and its construction system and construction method | |
| CN106368219A (en) | Supporting reinforcing structure of deep foundation pit and construction method | |
| CN102359112A (en) | Method for bracing foundation pit by using steel box piles | |
| CN109944264A (en) | Earth source heat pump horizontal coiled pipe system is embedded in the construction method of basic internal | |
| CN103572770B (en) | A kind of stake case hydraulic structures and construction method thereof | |
| CN203654309U (en) | Pile-caisson hydraulic structure | |
| CN108301409A (en) | A kind of interior casing mounting process | |
| CN210797617U (en) | Pile barrel composite truss type offshore wind turbine foundation | |
| CN101691760B (en) | Composite foundation combining anchor rods with excavation and construction method thereof | |
| CN102808407A (en) | Construction method of soft-foundation reinforced concrete cast-in-place pile | |
| CN109853604A (en) | A kind of static pressure waterpower suction open caisson construction method | |
| CN113235515A (en) | Subdivision bulkhead designed backfill suction type steel cylinder island wall structure and installation method | |
| CN201502065U (en) | Anchor rod joint excavation compound basis | |
| CN106555399A (en) | A kind of carbonate rock area Pulling-Resistant Anchor Rod slip casting drainage arrangement and its construction method | |
| CN212656218U (en) | Heavy pile machine load underpinning structure | |
| CN113235514A (en) | Compartment suction type steel cylinder island wall revetment structure designed in lower subdivision and installation method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180720 |
|
| RJ01 | Rejection of invention patent application after publication |