CN106400781A - Prefabricated reinforced concrete pile provided with plastic bushing and prefabricating method of prefabricated reinforced concrete pile - Google Patents
Prefabricated reinforced concrete pile provided with plastic bushing and prefabricating method of prefabricated reinforced concrete pile Download PDFInfo
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- CN106400781A CN106400781A CN201610971034.4A CN201610971034A CN106400781A CN 106400781 A CN106400781 A CN 106400781A CN 201610971034 A CN201610971034 A CN 201610971034A CN 106400781 A CN106400781 A CN 106400781A
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- reinforced concrete
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- 239000004033 plastic Substances 0.000 title claims abstract description 102
- 229920003023 plastic Polymers 0.000 title claims abstract description 102
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 26
- 238000000034 method Methods 0.000 title claims description 9
- 239000004567 concrete Substances 0.000 claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 33
- 230000002787 reinforcement Effects 0.000 claims abstract description 33
- 239000010959 steel Substances 0.000 claims abstract description 33
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 5
- 238000012423 maintenance Methods 0.000 claims description 8
- 238000000465 moulding Methods 0.000 claims description 8
- 238000005266 casting Methods 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000003032 molecular docking Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 7
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000003247 decreasing effect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 6
- 239000002689 soil Substances 0.000 description 6
- 239000000463 material Substances 0.000 description 4
- 238000005056 compaction Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000003653 coastal water Substances 0.000 description 2
- 230000003628 erosive effect Effects 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000012946 outsourcing Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000012372 quality testing Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
- B28B1/087—Producing shaped prefabricated articles from the material by vibrating or jolting by means acting on the mould ; Fixation thereof to the mould
- B28B1/0873—Producing shaped prefabricated articles from the material by vibrating or jolting by means acting on the mould ; Fixation thereof to the mould the mould being placed on vibrating or jolting supports, e.g. moulding tables
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- 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
- E02D5/22—Piles
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
- E02D5/526—Connection means between pile segments
-
- 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
- E02D5/22—Piles
- E02D5/60—Piles with protecting cases
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0006—Plastics
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Paleontology (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Manufacturing & Machinery (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention relates to a prefabricated reinforced concrete pile provided with a plastic bushing. The prefabricated reinforced concrete pile comprises the plastic bushing, pile connecting sections, steel reinforcement cages, concrete and a pile tip. Each pile connecting section is composed of a connecting disc, a connecting ring and a connecting cap, wherein bolt holes are evenly formed in the periphery of the connecting disc. The tail end of the steel reinforcement cage at the lowest end is connected with the pile tip. The plastic bushing is arranged on the outermost side. The lowermost end of the plastic bushing is connected with the pile tip through a grouting agent. The connecting rings are arranged at the ends of the steel reinforcement cages. The ends of the connecting rings are welded to the connecting discs. Every two adjacent connecting discs are connected through the corresponding connecting cap. The prefabricated reinforced concrete pile provided with the plastic bushing has the beneficial effects that firstly, the construction speed is increased, and the pile forming quality and the bearing capacity are improved; secondly, the slender proportion of a pile body is decreased, and ribs are arranged in the pile body, so that the bearing capacity of a pile foundation is improved, the prefabricated reinforced concrete pile can be applied to embankment piles and can also be applied to building pile foundations, and the application range of the prefabricated reinforced concrete pile is widened; thirdly, the pile forming quality of the pile body can be detected easily; and fourthly, the prefabricated reinforced concrete pile is suitable for high-corrodibility environments such as oceans, offshore areas and riversides.
Description
Technical field
The present invention relates to a kind of prefabricated pile body and preparation method thereof, particularly to a kind of prefabricated plastic casing reinforced concrete
Stake and its method for prefabricating are it is adaptable among the civil engineering such as embankment stake reinforcement system and building pile foundation.
Background technology
Currently, a kind of plastic casing on-site concrete pile is soft on highway, highway widening, railway, municipal administration, airport etc.
Base processes in engineering and obtains certain application, and Patents have：Plastic sleeve concrete pile (ZL 200920036795.6), list
The construction method (ZL 200610097347.8) of wall screw plastic casing on-site concrete pile, plastic sleeve concrete pile strength core
Hard and soft consubstantiality built pile (ZL 201120340788.2), prevent the diastrophic construction method of plastic sleeve concrete pile and its
Device (ZL 201110004366.2), plastic casing concrete pile driving machine (ZL 200820170698.1), plastic bushing mix
The method (ZL 200910024639.2) of the stake of solidifying soil and its reinforcing soft soil foundation, it is used for freezing pore-creating cast-in-situ concrete-pile
Immersed tube and frost pore-creating cast-in-situ concrete-pile construction method (in examination as to substances, application number CN201510190787.7).Should
Compared with the cast-in-place pile body of tradition, outside is provided with the plastic bushing of coarse shape to pile body, enhances rubbing of pile body and surrounding soil
Wiping acts on, and improves the bearing capacity of pile body.But this pile body there is also some shortcomings：1. plastic bushing exist for pile body
Construction increased certain difficulty, slow down speed of application to a certain extent；2. this pile body is Small Diameter Pile, conventional diameter
For 16cm or 20cm, and construction depth is in the range of 10～20m, and, more than 50, highest can be extremely for the slenderness ratio leading to this pile body
125, there is buckling failure in such high-fineness ratio pile body under vertical load, leads to the bearing capacity of pile body to have to a certain extent
Institute's reduction；3. this pile body is plain concrete pile, and its bearing capacity is relatively low, therefore applies in embankment engineering mainly as embankment stake,
And there is no application precedent in terms of industrial and civil architecture；4. concrete should not fill in so elongated plastic bushing closely knit, and
Vibrating spear cannot be inserted into the bottom of so elongated plastic bushing；5. because this pile body is to set plastic bushing in advance, therefore
The phenomenon that plastic bushing can rack under the active force of soil around pile, thus seriously reduce its pile quality；6. due to this
The slenderness ratio of pile body is excessive, increased the quality testing difficulty of its pile, and in engineering, conventional low strain dynamic dynamic monitoring is difficult to obtain
Obtain intact POP curve.However, arranging one layer of plastic bushing outside pile body have certain advantage, it is prevented from stake week
The erosion to pile concrete for the soil, particularly in the higher environment of the chlorine ion concentrations such as coastal waters, Binjiang, therefore this kind regional
Need in the engineerings such as embankment, work China Democratic National Construction Association to consider the erosion of pile foundation, extend the service life of pile foundation.Therefore, in order to overcome plastic sheath
The defect of pipe concrete stake and its scope of application of raising, need a kind of new pile mode of searching badly and had both preserved plastic bushing concrete
The advantage of stake can expand its application prospect again and seem particularly significant.
Content of the invention
The purpose of the present invention is to overcome the deficiencies in the prior art, provide a kind of prefabricated plastic casing reinforced concrete stake and its
Method for prefabricating.
The purpose of the present invention is achieved through the following technical solutions:This prefabricated plastic casing reinforced concrete stake, bag
Include：Plastic bushing, pile extension section, steel reinforcement cage, concrete and pile top；Described pile extension section by flange, connect ring and connect cap and form, connect
Disk periphery is uniformly arranged keyhole；The end of the steel reinforcement cage of bottom is connected with pile top；Described plastic bushing located at outermost, under
End plastic bushing is connected by cementing agent with pile top；The end of steel reinforcement cage is provided with and connects ring, and the end connecing ring is welded on flange, phase
Adjacent flange is connected by connecing cap.
As preferred：Described plastic bushing is double-walled plastic tubing.
The method for prefabricating of this prefabricated plastic casing reinforced concrete stake, comprises the following steps：
1), stake top groove and pile top groove are set in the venue；
2), using plastic bushing as template, vertically it is placed in stake top groove and pile top groove；
3), fixed mount is set around plastic bushing, and is inserted into steel reinforcement cage in plastic bushing；
4), in plastic bushing top casting concrete, vibrating head is inserted into the closely knit pile of plastic bushing internal vibration simultaneously；
5), set flange at top and connect ring, then by the prefabricated section of maintenance molding at pile body two ends；
6), the vibration table consistent with unit pile body length is set in the venue；
7), plastic bushing two ends are respectively opened up a charging aperture and a gas outlet, and using this plastic bushing as template,
Laterally disposed on a vibration table, laterally inserted steel reinforcement cage in plastic bushing simultaneously, and expose plastic bushing certain length；
8), blind end is set at plastic bushing two ends, then passes through charging aperture casting concrete, treat that there is concrete gas outlet
During spilling, stop pouring；
9), set flange at two ends and connect ring, then by prefabricated section of maintenance molding in the middle of pile body, finally remove closing
End；
10), lift prefabricated section of pile body two ends and prefabricated section of pile body centre, accurately on the flange of each prefabricated section of docking
Each prefabricated section is finally connected as a single entity using connecing cap by keyhole, forms prefabricated plastic casing reinforced concrete stake.
The invention has the beneficial effects as follows:
1), the stake of prefabricated plastic casing reinforced concrete substitute cast-in-place plastic sleeve concrete pile improve speed of application,
Pile quality and bearing capacity；
2), the stake of prefabricated plastic casing reinforced concrete can make Small Diameter Pile (d≤25cm), intermediate diameters stake (25cm<d<
80cm) with large diameter pile (d >=80cm), reduce the slenderness ratio of pile body, and arrangement of reinforcement in pile body, improve bearing capacity of pile foundation,
Can be not only used for embankment stake, can be used for building pile foundation again, increased its scope of application；
3), the pile quality of pile body is easy to detect；
4), for steel reinforcement cage, then without having to worry about thickness of concrete cover problem, it is applicable to the stronger sea of aggressivity
In the environment such as ocean, coastal waters and Binjiang.
Brief description
Fig. 1 is prefabricated plastic casing reinforced concrete pilework schematic diagram；
Fig. 2 is pile extension section schematic diagram；
Fig. 3 is flange, connects ring and connect cap connection floor map；
Fig. 4 is that prefabricated section of pile body two ends vertically pour schematic diagram；
Fig. 5 is the vertical maintenance molding in prefabricated section of pile body two ends and arranges pile extension section schematic diagram；
Fig. 6 is that pile body intermediate prefabricated section laterally pours schematic diagram；
Fig. 7 is the horizontal maintenance molding of pile body intermediate prefabricated section and arranges linkage section schematic diagram.
Description of reference numerals：Plastic bushing 1, pile extension section 2, steel reinforcement cage 3, concrete 4, pile top 5, flange 6, connect ring 7, connect cap
8th, keyhole 9, place 10, stake top groove 11, pile top groove 12, vibrating head 13, fixed mount 14, vibration table 15, charging aperture 16, gas outlet
17th, blind end 18.
Specific embodiment
With reference to embodiment, the present invention is described further.The explanation of following embodiments is only intended to help understand this
Invention.It should be pointed out that for those skilled in the art, under the premise without departing from the principles of the invention, also
The present invention can be carried out with some improvement and modify, these improve and modify the protection domain also falling into the claims in the present invention
Interior.
Fig. 1 is the structural representation of prefabricated plastic casing reinforced concrete stake, this prefabricated plastic casing reinforced concrete
Stake, including：Plastic bushing 1, pile extension section 2, steel reinforcement cage 3, concrete 4 and pile top 5；Described pile extension section 2 is by flange 6, meets ring 7 and
Connect cap 8 composition, flange 6 periphery is uniformly arranged keyhole 9；The end of steel reinforcement cage 3 of bottom is connected with pile top 5；Described plastics
Sleeve pipe 1 is connected by cementing agent with pile top 5 located at outermost, bottom plastic bushing 1；The end of steel reinforcement cage 3 is provided with and connects ring 7,
The end connecing ring 7 is welded on flange 6, and adjacent flange 6 is connected by connecing cap 8.Described plastic bushing 1 is double-walled plastic pipe
Material.
Now being intended to make a length is 15m, the prefabricated plastic casing reinforced concrete stake of a diameter of 0.5m, and it is embodied as
Mode is：Three sections of a diameter of 0.5m of selection, wall thickness 9mm, length are the plastic bushing 1 as outsourcing for the pvc pipe of 5m, using iron plate
Make an a diameter of 0.5m taper pile top 5, from a diameter of 8mm HRB235 reinforcing bar as stirrup, a diameter of 12mm
HRB335 reinforcing bar as cage bar, making length is 5.2m, the steel reinforcement cage 3 of a diameter of 0.44m, meanwhile, is made straight using steel plate
Footpath is 0.5m, thickness is the flange 6 of 1cm, according to the mode of Fig. 3 on flange 6, is uniformly arranged keyhole 9 in periphery, in order to connect cap
8 are spliced, and using steel pipe manufacturing length 0.3m, wall thickness 1cm, external diameter 0.45m connects ring 7.
Successively make three sections of steel reinforcement cages 3, now first paragraph steel reinforcement cage 3 is welded with pile top 5, the other end with connect ring 7 phase
Even, be then sleeved in first paragraph plastic bushing 1, plastic bushing 1 is connected using cementing agent with pile top 5, treat cementing after the completion of,
The placing concrete 4 into plastic bushing 1, and vibratory compaction, maintenance molding are carried out using vibrator to concrete；Meanwhile,
Second segment steel reinforcement cage 3 is enclosed within second segment plastic bushing 1, steel reinforcement cage 3 two ends each arrange and connect ring 7, and placing concrete 4 simultaneously shakes
Close, the like, the 3rd section of steel reinforcement cage 3 and plastic bushing 1 is assembled, wherein one end of steel reinforcement cage 3 with connect ring 7 phase
Even, then placing concrete 4, vibratory compaction, maintenance molding.
Finally, all weld corresponding flange 6 using by being provided with the end connecing ring 7, as shown in Fig. 2 by connecing cap 8, will
Prefabricated section above-mentioned of three plastic bushing armored concrete couple together, and just form plastic bushing reinforced concrete pile.
As shown in figure 4, making a number of stake top groove 11 and pile top groove 12 in place 10, by length 3m about mould
Material sleeve pipe 1, as template, is vertically placed in stake top groove 11 and pile top groove 12, respectively as prefabricated section of pile body two ends, then
Fixed mount 14 is set around plastic bushing 1, is not bent when to casting concrete 4 in plastic bushing 1 with ensureing or mould
Material sleeve pipe 1 is jumped out outside stake top groove 11 and pile top groove 12 under pressure effect in pouring of concrete 4；It is inserted in plastic bushing 1
Steel reinforcement cage 3, the overall diameter of steel reinforcement cage 3 is less than plastic bushing interior diameter about 3～6cm, then on the top of plastic bushing 1
Vibrating head 13 is inserted into plastic bushing 1 concrete 4 that constantly vibratory compaction has poured from the bottom up by casting concrete 4 simultaneously,
Ensure pile quality；According to shown in Fig. 5, after the concrete 4 in plastic bushing 1 pour closely knit after, in the setting of the top of steel reinforcement cage 3
Good flange 6 and connect ring 7, the overall diameter connecing ring 7 is equal with steel reinforcement cage 3, is connected by welding procedure, connects ring 7 part inlay and exists
In concrete 4, the part and flange 6 center aligned that expose are welded, and will reserve keyhole 9 on flange 6 periphery simultaneously；Pile extension
The connection of section 2 is with reference to Fig. 3.
As shown in fig. 6, arranging vibration table 15, the length of the length of vibration table 15 and plastic bushing 1 in prefabricated place 10
It is consistent, vibration table 15 is in flat flute profile, so can wale plastic bushing 1, keep the position of plastic bushing 1 in vibration
Constant；Using the plastic bushing 1 of about 3m length as template, vertically it is placed and secured on vibration table 15, simultaneously in plastic bushing 1
Two ends arrange a charging aperture 16 and a gas outlet 17, and charging aperture 16 adopts heavy caliber, and gas outlet 17 adopts small-bore, with this
Meanwhile, laterally draw in steel reinforcement cage 3 in plastic bushing 1, the length of steel reinforcement cage 3 will beyond horizontal plastic bushing 1 two ends 10～
30cm about；Then the two ends in plastic bushing 1 set blind end 18, and blind end 18 will pass through the steel reinforcement cage 3 exposing and mould
The two ends of material sleeve pipe 1 closely connect, and now by charging aperture 16 to casting concrete 4 in horizontal plastic bushing 1, and open simultaneously
Open vibration table 15, vibrate when pouring it is ensured that the density of plastic bushing 1 inner concrete 4, at gas outlet 17, find there is coagulation
After soil 4 overflows, then stop pouring, then the two ends of plastic bushing 1 set flange 6 and connect ring 7, according to standard curing 28 days
Afterwards, remove blind end 18, eventually form pile body intermediate prefabricated section.
Using prefabricated section prefabricated section middle with pile body of crane lifting pile body two ends, then dock each prefabricated section of flange
Keyhole 9 on 6, is allowed to insertion, now fills in pile cover 8 in keyhole 9, as shown in Fig. 2 each prefabricated section is connected as a single entity, finally
Form prefabricated plastic casing reinforced concrete stake as shown in Figure 1.
Claims (3)
1. a kind of prefabricated plastic casing reinforced concrete stake is it is characterised in that include：Plastic bushing (1), pile extension section (2), reinforcing bar
Cage (3), concrete (4) and pile top (5)；Described pile extension section (2) by flange (6), connect ring (7) and connect cap (8) and form, flange
(6) periphery is uniformly arranged keyhole (9)；The end of steel reinforcement cage (3) of bottom is connected with pile top (5)；Described plastic bushing (1) sets
In outermost, bottom plastic bushing (1) is connected by cementing agent with pile top (5)；The end of steel reinforcement cage (3) is provided with and connects ring (7),
The end connecing ring (7) is welded on flange (6), and adjacent flange (6) is connected by connecing cap (8).
2. prefabricated plastic casing reinforced concrete stake according to claim 1 it is characterised in that：Described plastic bushing (1)
For double-walled plastic tubing.
3. a kind of method for prefabricating of prefabricated plastic casing reinforced concrete stake as claimed in claim 1 is it is characterised in that include
Below step：
1), setting stake top groove (10) and pile top groove (11) in place (10)；
2), using plastic bushing (1) as template, vertically it is placed in stake top groove (10) and pile top groove (11)；
3), setting fixed mount (14) around plastic bushing (1), and it is inserted into steel reinforcement cage (3) in plastic bushing (1)；
4), on plastic bushing (1) top casting concrete (4), vibrating head (13) is inserted into plastic bushing (1) internal vibration simultaneously
Closely knit pile；
5), set flange (6) at top and connect ring (7), then by the prefabricated section of maintenance molding at pile body two ends；
6), the vibration table (15) consistent with unit pile body length is set in place (10)；
7), plastic bushing (1) two ends are respectively opened up a charging aperture (16) and a gas outlet (17), and by this plastic bushing
(1) as template, it is placed across on vibration table (15), simultaneously laterally inserted steel reinforcement cage (3) in plastic bushing (1), and reveal
Go out plastic bushing (1) certain length；
8), at plastic bushing (1) two ends setting blind end (18), then pass through charging aperture (16) casting concrete (4), wait to give vent to anger
When mouth (17) has concrete (4) to overflow, stop pouring；
9), set flange (6) at two ends and connect ring (7), then by prefabricated section of maintenance molding in the middle of pile body, finally remove envelope
Closed end (18)；
10), lift prefabricated section of pile body two ends and prefabricated section of pile body centre, accurately on the flange (6) of each prefabricated section of docking
Each prefabricated section is finally connected as a single entity using connecing cap (8) by keyhole (9), forms prefabricated plastic casing reinforced concrete stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610971034.4A CN106400781B (en) | 2016-11-04 | 2016-11-04 | A kind of method for prefabricating of prefabricated plastic casing reinforced concrete stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610971034.4A CN106400781B (en) | 2016-11-04 | 2016-11-04 | A kind of method for prefabricating of prefabricated plastic casing reinforced concrete stake |
Publications (2)
| Publication Number | Publication Date |
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| CN106400781A true CN106400781A (en) | 2017-02-15 |
| CN106400781B CN106400781B (en) | 2019-03-05 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110029666A (en) * | 2019-05-27 | 2019-07-19 | 西安工业大学 | For mini pile to resist swelled ground protection mould and production and preparation method thereof |
| CN110387936A (en) * | 2018-04-20 | 2019-10-29 | 黄种玉 | The preparation method of stiffener and reinforced tube |
| CN118110154A (en) * | 2024-04-29 | 2024-05-31 | 湖北省电力规划设计研究院有限公司 | Multiple solid waste synergistic reinforcing soft foundation structure, mold and preparation method |
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| JP2012106505A (en) * | 2012-01-16 | 2012-06-07 | Mitani Sekisan Co Ltd | Method of manufacturing precast pile, and cage for precast pile |
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| CN206189392U (en) * | 2016-11-04 | 2017-05-24 | 宁波大学 | Prefabricated PVC sleeve concrete pile |
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| CN101492915A (en) * | 2009-02-12 | 2009-07-29 | 李小红 | High-strength corrugated sleeve foundation pile |
| JP2012106505A (en) * | 2012-01-16 | 2012-06-07 | Mitani Sekisan Co Ltd | Method of manufacturing precast pile, and cage for precast pile |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110387936A (en) * | 2018-04-20 | 2019-10-29 | 黄种玉 | The preparation method of stiffener and reinforced tube |
| CN110029666A (en) * | 2019-05-27 | 2019-07-19 | 西安工业大学 | For mini pile to resist swelled ground protection mould and production and preparation method thereof |
| CN110029666B (en) * | 2019-05-27 | 2024-05-14 | 山西大学 | Mold for micro pile to resist expansive soil protector and manufacturing and using method thereof |
| CN118110154A (en) * | 2024-04-29 | 2024-05-31 | 湖北省电力规划设计研究院有限公司 | Multiple solid waste synergistic reinforcing soft foundation structure, mold and preparation method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106400781B (en) | 2019-03-05 |
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