CN106223332A - Combined concrete stake - Google Patents
Combined concrete stake Download PDFInfo
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- CN106223332A CN106223332A CN201610614551.6A CN201610614551A CN106223332A CN 106223332 A CN106223332 A CN 106223332A CN 201610614551 A CN201610614551 A CN 201610614551A CN 106223332 A CN106223332 A CN 106223332A
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- pile
- concrete
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- pile element
- end plate
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- 239000004567 concrete Substances 0.000 title claims abstract description 237
- 230000007246 mechanism Effects 0.000 claims abstract description 102
- 238000005728 strengthening Methods 0.000 claims abstract description 36
- 238000005253 cladding Methods 0.000 claims abstract description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 96
- 239000002184 metal Substances 0.000 claims description 71
- 229910052751 metal Inorganic materials 0.000 claims description 71
- 229910000831 Steel Inorganic materials 0.000 claims description 38
- 239000010959 steel Substances 0.000 claims description 38
- 229910000754 Wrought iron Inorganic materials 0.000 claims description 34
- 238000004804 winding Methods 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 230000008859 change Effects 0.000 claims description 3
- 238000005452 bending Methods 0.000 claims description 2
- 239000011513 prestressed concrete Substances 0.000 description 49
- 239000002689 soil Substances 0.000 description 24
- 238000000034 method Methods 0.000 description 21
- 238000010276 construction Methods 0.000 description 12
- 230000000694 effects Effects 0.000 description 12
- 230000007797 corrosion Effects 0.000 description 8
- 238000005260 corrosion Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 8
- 230000005540 biological transmission Effects 0.000 description 7
- 239000011083 cement mortar Substances 0.000 description 6
- 230000010412 perfusion Effects 0.000 description 5
- 230000015271 coagulation Effects 0.000 description 4
- 238000005345 coagulation Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 4
- 241000425037 Toona sinensis Species 0.000 description 3
- 230000006378 damage Effects 0.000 description 3
- 238000005553 drilling Methods 0.000 description 3
- 230000009467 reduction Effects 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 230000035882 stress Effects 0.000 description 3
- 230000003313 weakening effect Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 241000196324 Embryophyta Species 0.000 description 2
- 241000209094 Oryza Species 0.000 description 2
- 235000007164 Oryza sativa Nutrition 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000008034 disappearance Effects 0.000 description 2
- 239000000284 extract Substances 0.000 description 2
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 2
- 239000010931 gold Substances 0.000 description 2
- 229910052737 gold Inorganic materials 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 235000009566 rice Nutrition 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000018199 S phase Effects 0.000 description 1
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 210000004872 soft tissue Anatomy 0.000 description 1
- 229910000679 solder Inorganic materials 0.000 description 1
- 210000001138 tear Anatomy 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 239000002699 waste material Substances 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
- E02D5/58—Prestressed concrete piles
-
- 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
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
A kind of Combined concrete stake, this Combined concrete stake comprise pile element, pile element and axially strengthens unit on one, axially strengthening unit includes in one stretches into completely through the through hole of pile element on this along axis and axially links mechanism in the through hole of this lower pile element, and one is poured into lower pile unit and upper pile element pile body through hole completely and cladding axially links the wadding weft variation of mechanism for this.
Description
The application is filing date on 04 07th, 2015, Application No. 201510160356.6, entitled " concrete-pile
And Combined concrete stake " the divisional application of application for a patent for invention case.
Technical field
The present invention relates to a kind of foundation pile, particularly relate to a kind of concrete-pile being used in architectural engineering and Structural Engineering
And Combined concrete stake.
Background technology
When building large-scale or high-rise, if meeting with that formation strength is not enough or during soft soil horizon, application is often needed to put
Enter underground foundation pile and the load-carrying of the building on upper strata is transferred to the domain of soil bearing bed or harder, to increase building
The safety of thing structure and stability.Wherein, modal pile-type formula in again with prestressed concrete pipe pile as Engineering Market.
Refering to Fig. 1,2, existing prestressed concrete pipe pile 1 includes one with made by concrete and in define one
The concrete pile lining in hole 111 11, two lays respectively at 11 liang of end opposite of this concrete pile lining and can be connected with this endoporus 111
Ring-type end plate 12, several two ends are embedded in described ring-type end plate 12 and respectively along the abnormity of this concrete pile lining 11 longitudinal extension
Rod iron 13, and one along this concrete pile lining 11 Y-direction total length and the spiral steel wire 14 outside being wound around described profiled bar 13.
On practice is applied, the winding spacing of this spiral steel wire 14 in the two ends head section of this prestressed concrete pipe pile 1 is
Less, it is typically spacing 5 to 10 centimetres (cm), and is bigger at the interlude of this prestressed concrete pipe pile 1, typically
About at spacing 10 to 30 centimetres (cm), this is to cooperate with structure design, to strengthen this prestressed concrete pipe pile 1 close to termination
The intensity at position, and cost can be taken into account.Described profiled bar 13 generally has applying first pull-type prestressing force, mixed to increase this prestressing force
The intensity of solidifying soil pile tube 1 and durability.
Put on the active force on the stake top of this prestressed concrete pipe pile 1, be transferred to this end plate 12 or described different on stake top
Shape rod iron 13, then it is transferred to the lower section of this prestressed concrete pipe pile 1.And this spiral steel wire 14 is except being used for bearing this concrete
Outside horizontal shear suffered by pile lining 11, also it is provided that the lateral support of described profiled bar 13.
Existing prestressed concrete pipe pile mostly 1 is to make the most in the factory, then with vehicle load to construction at, for fear of system
Making the length limitation of mould and carriage of vehicle, therefore, the length of existing prestressed concrete pipe pile 1 is mostly at 8 to 18 meters (m)
Between.If the degree of depth length more than a prestressed concrete pipe pile 1 of this prestressed concrete pipe pile 1 underground need to be inserted
Time, just must engage several prestressed concrete pipe piles 1, to reach required soil depth demand.
Refering to Fig. 3, the relatively conventional joint of existing prestressed concrete pipe pile 1 be utilize welding manner seam two upper,
The end plate 12 of lower stacked prestressed concrete pipe pile 1, to be combined into longer stake, extends prestressed concrete pipe pile 1
Entire length.It is stacked the combination between two prestressed concrete pipe piles 1 up and down, is to rely on two prestressed concrete pipe pile 1 joints
End plate 12 seam combine, rely on other mechanical bolts engage or plug engage mode reach.Due to these two in advance should
Combination between power concrete tubular pile 1 is the mode generally implemented on current civil engineering worksite, and not special in the present invention
Profit application range, is seldom described herein at this.
It is equally known that the structural strength of this weld 100 is the most fragile, and this weld 100 Prolonged exposure in
In the environment of underground or subsoil water, and described end plate 12 is all steel part, be susceptible to corrosion and affect bond strength with
Durability.Once there is corrosion in this weld 100, and the bearing capacity that will result in the prestressed concrete pipe pile 1 being bonded with each other subtracts
Damage and even lose, and then cause the building above described prestressed concrete pipe pile 1 to be damaged.Also due to existing pre-should
Disappearance at power concrete tubular pile 1 pile extension, therefore, existing prestressed concrete pipe pile 1 is to be subject in the use of important feature thing
Great doubt and use to engineering circles limit.
Refering to Fig. 4, two prestressed concrete pipe piles 1 being stacked welding the most up and down are to link by Stake head handling method
One foundation platform A.Described Stake head handling method be several pile crown grappling reinforcing bars 101 are inserted be positioned in Fig. 4 top this pre-should
After the endoporus 111 about 1.5 to 3 meters (m) at the top of power concrete tubular pile 1 is deep, it is further filled with expansive concrete 102 with stake described in grappling
Head grappling reinforcing bar 101.
Utilize the described pile crown grappling reinforcing bar 101 partly or entirely protruding this prestressed concrete pipe pile 1 top to link
This foundation platform A.And this expansive concrete 102 after stiff, will be with this prestressed concrete pipe pile being positioned in Fig. 4 top
This concrete pile lining 11 of 1 produces frictional force, is transferred to this again by transmitting, by described pile crown grappling reinforcing bar 101, the strength got off
Concrete pile lining 11.But, only with the frictional force between this expansive concrete 102 and this concrete pile lining 11 with fixing described pile crown
Grappling reinforcing bar 101, the repeated action easily rocked because of long-term stress, or by underground and groundwater environment affected so that
This expansive concrete 102 weares and teares or aging and get loose phenomenon, causes between this expansive concrete 102 and this concrete pile lining 11
The structural strength engaged is not enough.Therefore, it is impossible to for safety requirements is relatively strict or service life requires longer Structural Engineering.
For example, several pile crown grappling reinforcing bars 101 are inserted an external diameter 60 centimetres (cm), the prestressing force of internal diameter 40 centimetres
The endoporus 111 at 1 top of concrete tubular pile interior 2 meters deep, and fill out filling expansive concrete 102.This expansive concrete 102 and this coagulation
Permanently effective frictional force intensity between soil pile lining 11 is about 2kg/cm2.And it is embedded in the described stake in this expansive concrete 102
Head grappling reinforcing bar 101 can only bear=contact surface girth * length * allowable stress=(π * 40cm) * 200cm*2kg/cm2=
The strength that 50240kg is about 50 tons.When the strength of the foundation platform A come from above allows strength 50 immediately beyond this, it is possible to meeting
There is the situation that the joint between this prestressed concrete pipe pile 1 and this foundation platform A gets loose, and then jeopardize this prestressed concrete
Building safety above pile tube 1.
Refering to Fig. 5, another kind of two prestressed concrete pipe piles 1 that are welded to each other similar to Fig. 4.Difference is, is positioned at
One end of this prestressed concrete pipe pile 1 of lower section is in cone-shaped, in order to utilize piling machine (not shown) directly by described pre-
Prestressed concrete pile tube 1 directly hits into sub-surface.This is paddle type mill or the pressure being commonly utilized in prestressed concrete pipe pile 1
Enter the mode of formula construction.As the prestressed concrete pipe pile 1 shown in Fig. 4, have that weld 100 easily gets loose identical lacks
Lose.
In order to overcome the shortcoming of above-mentioned prestressed concrete pipe pile 1, engineering circles dealer develops the China people as shown in Figure 6
The prestressed concrete pipe pile 1 ' of republic's CN 102953375B patent.This prestressed concrete pipe pile 1 ' is somebody's turn to do neighbouring
In the endoporus 111 of 11 liang of openings 112 of concrete pile lining, interval arranges several strengthening unit 15.Each strengthening unit 15 includes phase
Mutually overlapping and general in one first metalwork 151 and one second metalwork 152 being positioned at crisscross in this endoporus 111.Described
One metalwork 151 and the second metalwork 152 are corrugated bars.
Refering to Fig. 7, during actual application, it is first at the joint 103 of two prestressed concrete pipe piles 1 ' engaged up and down
Endoporus 111 is inserted several vertical reinforcing bar 104 and fills out filling wadding weft variation 105；By the time after wadding weft variation 105 is stiff, with regard to energy
Enough utilizations close on the described strengthening unit 15 of joint 103, and this prestressed concrete pipe pile 1 ' that will be located in top acts on institute
State the loading on vertical reinforcing bar 104 or stake top 112 and be transferred to be positioned at the prestressed concrete pipe pile 1 ' of lower section, to reach loading biography
The purpose passed.
When carrying out Stake head handling operation, then it is close to stake top 112 at this prestressed concrete pipe pile 1 ' above
Endoporus 111 in insert several vertical reinforcing bar 107 and fill out filling wadding weft variation 108, wait until this wadding weft variation 108 stiff after,
Described strengthening unit 15 in the most available this prestressed concrete pipe pile 1 ' above, is transferred to this foundation platform A
The loading of described vertical reinforcing bar 107, then it is transferred to this concrete pile lining of this this prestressed concrete pipe pile 1 ' above
On 11.
From the foregoing, in the loading of this foundation platform A is this prestressed concrete pipe pile 1 ' first acting on top
Described vertical reinforcing bar 107 and stake top 112, then via close to the wadding weft variation 108 at this foundation platform A and this strengthening unit 15
It is transferred to this concrete pile lining 11 of this prestressed concrete pipe pile 1 ' above, afterwards, then is transferred to be positioned at joint
The described vertical reinforcing bar 104 of 103, then, then via this wadding weft variation 105 and this strengthening unit close to this joint 103
15 are transferred to be positioned on this concrete pile lining 11 of this prestressed concrete pipe pile 1 ' of lower section, finally, then are transferred to soil layer.As
This, although the stability of joint 103 and Stake head handling operation can be promoted, but, due to described strengthening unit 15 setting
At neighbouring port 112, the transmission that not only can cause the loading of this foundation platform A is the most tortuous, also can shape
Become the restriction of strength transmission.
People's Republic of China's CN 102953375B patent, although improve existing prestressed concrete pipe pile 1 and exist
Many disappearances at Stake head handling and pile extension, it is possible to use and apply in less important building and Structural Engineering.But, so
Tortuous strength transfer mode, is that Structural Engineering is difficult to approval, and especially those great or important works, such as, hand over
The foundation engineering of logical bridge etc..
Refering to Fig. 9,10, " engagement device of concrete foundation pile " disclosed in Japanese Unexamined Patent Publication S38-1232 patent
Technology is about similar to Fig. 7, and difference is: the two ends of the reinforcing bar 106 being positioned at joint 103 are U-shaped crotches
Shape, causes to prevent this reinforcing bar 106 from being extracted by external force to lose efficacy so as to increasing gripping strength.But the space of this endoporus 111
The most extremely limited, the described of the U-shaped hook solid in two ends to be set in this endoporus 111 being provided with strengthening unit 15
Reinforcing bar 106 is constructed difficult especially and is easily caused failure.For corrugated bar with diameter 19 to 25 millimeters (mm), if adopting
With the crotch of U-shaped, it is necessary to be about 155 to 210 millimeters (mm) left and right crotch highlight size, be one sizable
Size, want to penetrate in this endoporus 111 of square pile in rice font intersect this strengthening unit 15 small gap in, in construction
Difficulty height very.
Secondly, Fig. 9, the construction method of 10 are first first to insert described reinforcing bar 106 in lower square pile, then pour into a mould concrete
109, after this concrete 109 is stiff, upper square pile is stacked in above lower square pile, then pours into a mould concrete 110 thereon.
Such form of construction work, except described reinforcing bar 106 is difficult to insert this strengthening of this endoporus 111 of square pile on this
In the space of unit 15, and cause failure.This concrete 109 of the endoporus 111 of this lower square pile must first be poured into a mould, and waits stiff, ability
Apply the part of square pile on this and extremely expend the time, such as this part of stiff time that just must wait 3 to 28 days, can cause and execute
Surging and the duration of work cost procrastinate waste, will also result in the construction crack between the concrete that before and after's phase irrigates.In described benefit
Strong reinforcing bar 106 is difficult to situation about inserting, and causes Fig. 9, shown in 10, disclosed in Japanese Unexamined Patent Publication S38-1232 patent
Technology, use at People's Republic of China (PRC) CN 102953375B patent pile extension the most as shown in Figure 7 arrange without crotch this is vertical
Straight reinforcing bar 104, can be inserted directly into the sky between this first metalwork 151 of this strengthening unit 15 and this second metalwork 152 easily
Gap.
Refering to Figure 11, " the concrete the most processed containing staggered form reinforcing bar disclosed in Japanese Unexamined Patent Publication S58-6841 patent
Chinese toon " technology be then to put into be provided with forniciform staggered form reinforcing bar 16, afterwards by this in port 112 about 50 centimeters of distance stake
Port 112 towards Chinese toon point 18 directions be spaced every 2 meters put into straight staggered form reinforcing bar 17 one by one, with prevent child drop thing and
Promote intensity.
Refering to Figure 12, in foundation pile inserts soil layer, when bearing from pressure at right angle P of foundation platform A and horizontal force V,
Modal being just subject to comprehensive function power F after a combination thereof, most typical destruction situation is to present the oblique destruction at 45 degree of angles,
Common pile body appearance is to present the inclined crack B at 45 degree of angles.So, by the setting of the staggered form reinforcing bar 16,17 described in Figure 11
And when becoming reinforcing steel, it is necessary to must be otherwise oblique at this of 45 ° of degree angles less than the outer diameter D of pile body being arranged on Y-direction interval S
When crack B produces, just cannot become the structure mechanism of reinforcement.
But, owing to the spacing between described staggered form reinforcing bar 17 is excessive, therefore, it is insufficient as transmitting the structure matchmaker of strength
Be situated between, it is impossible to guarantee loading can totally tansitive to sub-surface.And Figure 11 is except the setting of described staggered form reinforcing bar 16,17
Outward, also have not seen design and the embodiment of any reinforcement, so having no way of judging the stiffening mechanism of Figure 11.
Summary of the invention
It is an object of the invention to provide a kind of concrete-pile that can promote bulk strength and stable delivery loading.
Concrete-pile of the present invention comprises a pile body, and several horizontal mechanism for intensifying, and this pile body is formed with one along one
The through hole that axis direction extends, described horizontal mechanism for intensifying is to be arranged at intervals in this through hole along the total length of this pile body, and often
One horizontal mechanism for intensifying has the horizontal reinforced metal part that several intersection is stacked, between the horizontal mechanism for intensifying that each two is adjacent
Away from no more than this pile body external diameter 1.2 times.
Concrete-pile of the present invention, also comprises and is connected with respectively in these pile body two ends and first ring connecting this through hole
Shape Open end plate and a second circular opening end plate, the Y-direction spacing of described horizontal mechanism for intensifying can be equidistant, also
It can be unequal-interval.
Concrete-pile of the present invention, also comprises the shrouding that an envelope is located at outside this second circular opening end plate.
Concrete-pile of the present invention, also comprises one and is connected with in one end of this pile body and connects the first ring-type of this through hole
Open end plate, and one be connected with in this pile body away from one end of this first circular opening end plate with the shrouding of this through hole of block, institute
The Y-direction spacing stating horizontal mechanism for intensifying can be equidistant, it is also possible to is unequal-interval.
Concrete-pile of the present invention, this pile body have one around this axis define this through hole concrete pile lining,
Several along the extended axial rod iron in the length range of this concrete pile lining of this axis direction, and one at this concrete
The length range internal coiling of pile lining is wound around the spiral steel wire of described axial rod iron, and each horizontal reinforced metal part has one and shows
It is exposed to the structural sections in this through hole, and two are the most integrally connected with in these structural sections two ends and the connection of stretching into this concrete pile lining
Section.
Concrete-pile of the present invention, at least one of which linkage section of each horizontal reinforced metal part is relative one
The structural sections being connected with bends and stretches into this concrete pile lining.
Concrete-pile of the present invention, the basal area of at least one of which linkage section of each horizontal reinforced metal part is big
Basal area in the structural sections being integrally connected with.
Another object of the present invention is to provide a kind of concrete-pile that can promote bulk strength and stable delivery loading.
Concrete-pile of the present invention comprises a pile body, and several horizontal mechanism for intensifying, and this pile body is formed with one along one
The blind hole that axis direction extends, described horizontal mechanism for intensifying is to be arranged at intervals in this through hole along the total length of this pile body, and often
One horizontal mechanism for intensifying has the horizontal reinforced metal part that several intersection is stacked, between the horizontal mechanism for intensifying that each two is adjacent
Away from no more than this pile body external diameter 1.2 times.
Concrete-pile of the present invention, also comprises one and is connected with in this pile body and the open end plate that connects this blind hole, described
The Y-direction spacing of horizontal mechanism for intensifying can be equidistant, it is also possible to is unequal-interval.
Concrete-pile of the present invention, this pile body have one around this axis define this blind hole concrete pile lining,
Several along the extended axial rod iron in this concrete pile lining of this axis direction, and one at this concrete pile lining internal coiling
Being wound around the spiral steel wire of described axial rod iron, each horizontal reinforced metal part has a structure being revealed in this blind hole
Section, and two be the most integrally connected with in these structural sections two ends and the linkage section that stretches into this concrete pile lining.
Concrete-pile of the present invention, at least one of which linkage section of each horizontal reinforced metal part is relative one
The structural sections being connected with bends and stretches into this concrete pile lining.
Concrete-pile of the present invention, the basal area of at least one of which linkage section of each horizontal reinforced metal part is big
Basal area in the structural sections being integrally connected with.
Concrete-pile of the present invention, this concrete pile lining has a rampart portion, and one is integrally connected with in this ring wall
The one end in portion and in flat stop section, this rampart portion matches with this stop section and defines this blind hole, and described axially
Rod iron is in the length range of this rampart portion with this spiral steel wire and described horizontal mechanism for intensifying, and the strengthening of each level
The described linkage section of metalwork is to stretch into this rampart portion.
Concrete-pile of the present invention, the external diameter of this stop section is more than the external diameter of this rampart portion.
Concrete-pile of the present invention, this concrete pile lining has a rampart portion, and one is integrally connected with in this ring wall
The one end in portion and in cone-shaped stop section, this rampart portion matches with this stop section and defines this blind hole, and described axially
Rod iron is in the length range of this rampart portion with this spiral steel wire and described horizontal mechanism for intensifying, and the strengthening of each level
The described linkage section of metalwork is to stretch into this rampart portion.
A further object of the present invention is to provide a kind of combined type coagulation that can promote bulk strength and stable delivery loading
Soil stake.
Combined concrete stake of the present invention comprises a lower pile element, a upper stake list being positioned at above this lower pile element
Unit, and an axial strengthening unit, this lower pile element includes a pile body being formed with a blind hole, and several along this pile body
Total length is arranged at intervals at the horizontal mechanism for intensifying in this blind hole, and this blind hole is to extend along an axis direction, and each level is strong
Change mechanism and there is the horizontal reinforced metal part that several intersection is stacked, between the horizontal mechanism for intensifying that this lower pile element each two is adjacent
Away from 1.2 times of no more than this pile body external diameter, on this, pile element includes that at least one is positioned at above the pile body of this lower pile element and shape
The pile body of Cheng Youyi through hole, and the horizontal mechanism for intensifying that several total length along this pile body is arranged at intervals in this through hole, this leads to
Hole is to extend along this axis direction and be connected with this blind hole, and each horizontal mechanism for intensifying has the level that several intersection is stacked
Reinforced metal part, on this, the spacing of the horizontal mechanism for intensifying that pile element each two is adjacent is not more than 1.2 times of this pile body external diameter, should
Axially strengthening unit includes that at least one stretches into completely through this through hole along this axis and axially links mechanism in this blind hole, and
In one is poured into this through hole and this blind hole completely and cladding be positioned between this through hole and this blind hole axially link mechanism and institute
State the wadding weft variation of horizontal mechanism for intensifying.
Combined concrete stake of the present invention, this axially links mechanism has and several run through this through hole and stretch into this blind hole
Axially link reinforcing bar.
Combined concrete stake of the present invention, this axially links mechanism has and several run through this through hole and stretch into this blind hole
In axially link reinforcing bar, and several along this axis spaced apart on described axial link reinforcing bar with fixing described axial link
The tying reinforcing bar of reinforcing bar.
Combined concrete stake of the present invention, this lower pile element also comprises one and is connected with in this pile body and connects this blind hole
Open end plate, on this, pile element also includes being connected with respectively in these pile body two ends and first circular opening connecting this through hole
End plate and a second circular opening end plate, this opening end plate is and this second circular opening end plate phase seam, described axially connects
Knot mechanism is through this first circular opening end plate, the second circular opening end plate and this opening end plate and stretches in this blind hole, should
The Y-direction spacing of the described horizontal mechanism for intensifying of lower pile element can be equidistant, it is also possible to is unequal-interval, and stake on this
The Y-direction spacing of the described horizontal mechanism for intensifying of unit can be equidistant, it is also possible to is unequal-interval.
Combined concrete stake of the present invention, under this pile body, the pile body of pile element has one and defines around this axis
The concrete pile lining of this blind hole, several along the extended axial steel in the length range of this concrete pile lining of this axis direction
Rod, and one this concrete pile lining internal coiling be wound around described axial rod iron spiral steel wire, each horizontal reinforced metal part have
There is a structural sections being revealed in this blind hole, and two are the most integrally connected with in these structural sections two ends and stretch into this concrete-pile
The linkage section of wall.
Combined concrete stake of the present invention, the concrete pile lining of the pile body of this lower pile element has a rampart portion,
And one be integrally connected with in one end of this rampart portion and in flat stop section, this rampart portion matches with this stop section and defines
Go out this blind hole, and described axial rod iron is the total length model at this rampart portion with this spiral steel wire and described horizontal mechanism for intensifying
In enclosing, and the described linkage section of each horizontal reinforced metal part of this lower pile element is to stretch into this rampart portion.
Combined concrete stake of the present invention, the concrete pile lining of the pile body of this lower pile element has a rampart portion,
And one be integrally connected with in one end of this rampart portion and in cone-shaped stop section, this rampart portion matches with this stop section and defines
Go out this blind hole, and described axial rod iron is the total length model at this rampart portion with this spiral steel wire and described horizontal mechanism for intensifying
In enclosing, and the described linkage section of each horizontal reinforced metal part of this lower pile element is to stretch into this rampart portion.
Combined concrete stake of the present invention, one of them of each horizontal reinforced metal part of this lower pile element
Individual linkage section is that the structural sections being relatively integrally connected with bends and stretches into this concrete pile lining.
Combined concrete stake of the present invention, one of them of each horizontal reinforced metal part of this lower pile element
The basal area of individual linkage section is more than the basal area of the structural sections being integrally connected with.
Combined concrete stake of the present invention, on this pile body of pile element have one around this axis define this lead to
It is the concrete pile lining in hole, several along the extended axial rod iron in the length range of this concrete pile lining of this axis direction,
And a spiral steel wire at the length range internal coiling described axial rod iron of winding of this concrete pile lining, each level is strengthened
Metalwork has a structural sections being revealed in this through hole, and two are the most integrally connected with in these structural sections two ends and stretch into this
The linkage section of concrete pile lining.
Combined concrete stake of the present invention, on this pile element each horizontal reinforced metal part one of them
Individual linkage section is that the structural sections being relatively integrally connected with bends and stretches into this concrete pile lining.
Combined concrete stake of the present invention, on this pile element each horizontal reinforced metal part one of them
The basal area of individual linkage section is more than the basal area of the structural sections being integrally connected with.
Combined concrete stake of the present invention, on this, the external diameter of the pile body of pile element is less than the pile body of this lower pile element
External diameter.
Combined concrete stake of the present invention, the concrete pile lining of the pile body of this lower pile element has one and stake on this
The epimere that the external diameter of the pile body of unit is identical, and external diameter is more than the hypomere of this epimere.
It is still another object of the present invention to provide a kind of combined type coagulation that can promote bulk strength and stable delivery loading
Soil stake.
Combined concrete stake of the present invention comprises a lower pile element, a upper stake list being positioned at above this lower pile element
Unit, and an axial strengthening unit, this lower pile element includes a pile body being formed with a through hole, and several along this pile body
Total length is arranged at intervals at the horizontal mechanism for intensifying in this through hole, and this through hole is to extend along an axis direction, and each level is strong
Change mechanism and there is the horizontal reinforced metal part that several intersection is stacked, between the horizontal mechanism for intensifying that this lower pile element each two is adjacent
Away from 1.2 times of no more than this pile body external diameter, on this, pile element includes that at least one is positioned at above the pile body of this lower pile element and shape
The pile body of Cheng Youyi through hole, and the horizontal mechanism for intensifying that several total length along this pile body is arranged at intervals in this through hole, on this
The through hole of pile element is to extend along this axis direction and be connected with the through hole of this lower pile element, and each horizontal mechanism for intensifying has
Having the horizontal reinforced metal part that several intersection is stacked, on this, the spacing of the horizontal mechanism for intensifying that pile element each two is adjacent is not more than
1.2 times of this pile body external diameter, this axially strengthens unit, and to include that at least one stretches into this along this axis completely through this through hole blind
Mechanism is axially linked in hole, and in one is poured into this through hole and this blind hole completely and cladding is positioned between this through hole and this blind hole
Axially link mechanism and the wadding weft variation of described horizontal mechanism for intensifying.
Combined concrete stake of the present invention, this axially link mechanism there is several through hole running through pile element on this and
Stretch into and axially link reinforcing bar in the through hole of this lower pile element.
Combined concrete stake of the present invention, this axially link mechanism there is several through hole running through pile element on this and
Stretch into and axially link reinforcing bar in the through hole of this lower pile element, and several spaced apart in described axial link reinforcing bar along this axis
On with the tying reinforcing bar of fixing described axial link reinforcing bar.
Combined concrete stake of the present invention, on this, pile element also includes being connected with respectively in these pile body two ends and connecting this
One the first circular opening end plate of through hole and a second circular opening end plate, and this lower pile element also include being connected with respectively in
This pile body two ends and connect a first circular opening end plate of this through hole and a second circular opening end plate, and a block
Shrouding outside this second circular opening end plate, on this, the second circular opening end plate of pile element is and the first of this lower pile element
Circular opening end plate phase seam and being connected, described axial link reinforcing bar is through the first circular opening end of pile element on this
Plate, the second circular opening end plate should with the first circular opening end plate of this lower pile element and stretch in the through hole of this lower pile element.
Combined concrete stake of the present invention, on this, pile element also includes being connected with respectively in these pile body two ends and connecting this
One the first circular opening end plate of through hole and a second circular opening end plate, and this lower pile element also include being connected with respectively in
This pile body two ends and connect a first circular opening end plate of this through hole and a second circular opening end plate, and a block
Shrouding in this through hole, on this, the second circular opening end plate of pile element is the first circular opening end plate with this lower pile element
Phase seam and being connected, described axial link reinforcing bar is through the first circular opening end plate of pile element on this, second ring-type opens
Mouthful end plate should with the first circular opening end plate of this lower pile element and stretch in the through hole of this lower pile element.
Combined concrete stake of the present invention, on this, pile element also includes being connected with respectively in these pile body two ends and connecting this
One the first circular opening end plate of through hole and a second circular opening end plate, and this lower pile element also includes that one is arranged at
One end of this pile body and connect the first circular opening end plate of this through hole, and one be arranged at this pile body other end this lead to block
The shrouding in hole, on this second circular opening end plate of pile element be the first circular opening end plate phase seam with this lower pile element and
Being connected, described axial link reinforcing bar is through the first circular opening end plate of pile element on this, the second circular opening end plate should
Stretch in the through hole of this lower pile element with the first circular opening end plate of this lower pile element.
Combined concrete stake of the present invention, the Y-direction spacing of the described horizontal mechanism for intensifying of this lower pile element is permissible
It is equidistant, it is also possible to be unequal-interval, and on this, Y-direction spacing between the described horizontal mechanism for intensifying of pile element can be
Equidistantly, it is also possible to be unequal-interval.
Combined concrete stake of the present invention, on this pile body of pile element have one around this axis define this lead to
It is the concrete pile lining in hole, several along the extended axial rod iron in the length range of this concrete pile lining of this axis direction,
And a spiral steel wire at the length range internal coiling described axial rod iron of winding of this concrete pile lining, each level is strengthened
Metalwork has a structural sections being revealed in this through hole, and two are the most integrally connected with in these structural sections two ends and stretch into this
The linkage section of concrete pile lining, and the pile body of this lower pile element has a concrete-pile defining this through hole around this axis
Wall, several along the extended axial rod iron in the length range of this concrete pile lining of this axis direction, and one mixed at this
The length range internal coiling of solidifying soil pile lining is wound around the spiral steel wire of described axial rod iron, and each horizontal reinforced metal part has one
The individual structural sections being revealed in this through hole, and two be the most integrally connected with in these structural sections two ends and stretch into this concrete pile lining
Linkage section.
Combined concrete stake of the present invention, on this pile element each horizontal reinforced metal part one of them
Individual linkage section is that the structural sections being relatively integrally connected with bends and stretches into this concrete pile lining, and each level of this lower pile element
At least one of which linkage section of reinforced metal part is that the structural sections being relatively integrally connected with bends and stretches into this concrete pile lining.
Combined concrete stake of the present invention, one of them of each horizontal reinforced metal part of this lower pile element
The basal area of individual linkage section is more than the basal area of the structural sections being integrally connected with, pile element each horizontal reinforced metal part on this
The basal area of at least one of which linkage section more than the basal area of structural sections being integrally connected with.
Combined concrete stake of the present invention, on this, the external diameter of the pile body of pile element is less than the pile body of this lower pile element
External diameter.
Combined concrete stake of the present invention, the concrete pile lining of the pile body of this lower pile element has one and stake on this
The epimere that the external diameter of the pile body of unit is identical, and external diameter is more than the hypomere of this epimere.
The beneficial effect of the present invention is: utilizes the described total length along this pile body to be spaced and arranges, and every two adjacent
Spacing is not more than the horizontal mechanism for intensifying of 1.2 times of this pile body external diameter, to promote bulk strength stable delivery loading.Coordinating should
Axially strengthening unit can also promote this lower pile element combined between the higher and lower levels and bond strength between pile element on this.
Accompanying drawing explanation
Fig. 1 is a sectional view, and an existing prestressed concrete pipe pile is described.
Fig. 2 is a sectional view, the radial structure of explanatory diagram 1.
Fig. 3 is a sectional view, and the aspect that two existing prestressed concrete pipe piles engage up and down is described.
Fig. 4 is a sectional view, and the Stake head handling method of two prestressed concrete pipe piles being welded to each other is described.
Fig. 5 is a sectional view, and the Stake head handling method of another two prestressed concrete pipe pile being welded to each other is described.
Fig. 6 is a sectional view, and People's Republic of China's CN 102953375B patent is described.
Fig. 7 is a sectional view, and the Stake head handling method of prestressed concrete pipe pile as shown in Figure 6 is described.
Fig. 8 is a schematic diagram, the transmission kenel of explanatory diagram 7 loading.
Fig. 9 is a sectional view, and the state of Japanese Unexamined Patent Publication No. S38-1232 " engagement device of concrete foundation pile " is described
Sample.
Figure 10 is another sectional view, strengthens the aspect of unit in explanatory diagram 9.
Figure 11 is a sectional view, and No. S58-6841 " concrete the most processed containing staggered form reinforcing bar of Japanese Unexamined Patent Publication is described
Chinese toon " aspect.
Figure 12 is a sectional view, and the stress behavior of concrete-pile is described.
Figure 13 is a sectional view, and the first embodiment of concrete-pile of the present invention is described.
Figure 14 is a sectional view, and the aspect of radial reinforced unit in this first embodiment is described.
Figure 15 is a top view, and the aspect of another kind of radial reinforced unit in this first embodiment is described.
Figure 16 is a top view, and the aspect of another radial reinforced unit in this first embodiment is described.
Figure 17 is a top view, and the aspect of another radial reinforced unit in this first embodiment is described.
Figure 18, is an enlarged partial sectional view, and the aspect of another kind of horizontal reinforced metal part in this first embodiment is described.
Figure 19, is an enlarged partial sectional view, and the aspect of another horizontal reinforced metal part in this first embodiment is described.
Figure 20 is an enlarged partial sectional view, and the aspect of another horizontal reinforced metal part in this first embodiment is described.
Figure 21 is an enlarged partial sectional view, and the aspect of another kind of horizontal reinforced metal part in this first embodiment is described.
Figure 22 is an enlarged partial sectional view, and the aspect of another kind of horizontal reinforced metal part in this first embodiment is described.
Figure 23 is a sectional view, and the second embodiment of concrete-pile of the present invention is described.
Figure 24 is a sectional view, and the 3rd embodiment of concrete-pile of the present invention is described.
Figure 25 is a sectional view, and the 4th embodiment of concrete-pile of the present invention is described.
Figure 26 is a sectional view, and the 5th embodiment of concrete-pile of the present invention is described.
Figure 27 is a sectional view, and the sixth embodiment of concrete-pile of the present invention is described.
Figure 28 is a sectional view, and the first embodiment of Combined concrete stake of the present invention is described.
Figure 29 is another sectional view, illustrates axially to strengthen in the first embodiment of this Combined concrete stake the state of unit
Sample.
Figure 30 is a sectional view, and the second embodiment of Combined concrete stake of the present invention is described.
Figure 31 is another sectional view, illustrates axially to strengthen in the second embodiment of this Combined concrete stake the state of unit
Sample.
Figure 32 is a sectional view, and the 3rd embodiment of Combined concrete stake of the present invention is described.
Figure 33 is a sectional view, and the 4th embodiment of Combined concrete stake of the present invention is described.
Figure 34 is a sectional view, and the 5th embodiment of Combined concrete stake of the present invention is described.
Figure 35 is a sectional view, illustrates that the present invention mixes the sixth embodiment of combined type solidifying soil stake.
Figure 36 is a sectional view, and the 7th embodiment of Combined concrete stake of the present invention is described.
Figure 37 is a sectional view, and the 8th embodiment of Combined concrete stake of the present invention is described.
Figure 38 is a sectional view, and the 9th embodiment of Combined concrete stake of the present invention is described.
Figure 39 is a schematic diagram, and what Combined concrete stake of the present invention was described applies method.
Figure 40 is a sectional view, illustrates that this applies the aspect axially strengthening unit in method.
Figure 41 is a schematic diagram, aids in illustrating and is connected in the practice after this of Figure 39 applies method.
Figure 42 is a schematic diagram, illustrates that the another kind of Combined concrete stake of the present invention applies method.
Figure 43,44 being schematic diagram, another that Combined concrete stake of the present invention is described applies method.
Detailed description of the invention
Below in conjunction with the accompanying drawings and embodiment the present invention is described in detail.Before the present invention is described in detail, it should note
Being intended in the following description content, similar assembly is to be identically numbered to represent.
Refering to Figure 13,14, the first embodiment of concrete-pile of the present invention comprises one and is formed with one and prolongs along an axis L direction
The pile body 21 of the through hole 216 stretched, several total length along this pile body 21 are arranged at intervals at the horizontal mechanism for intensifying in this through hole 216
22, and be connected with respectively in these pile body 21 two ends and to connect one first circular opening end plate 23 of this through hole 216 ring-type with one second
Open end plate 24.
This pile body 21 has one and defines this through hole 216 and the concrete pile lining made with concrete around this axis L
211, several along this axis L direction extended axial rod iron 214 in the length range of this concrete pile lining 211, and one
Length range internal coiling at this concrete pile lining 211 is wound around the spiral steel wire 215 of described axial rod iron 214.Described axial steel
Rod 214 can be steel hinge line, steel wire or profiled bar, and can apply first pull-type prestressing force, to allow the mixed of concrete pile lining 211
Can there is prestressing force in solidifying soil, the resistance of Concrete Structure environment to external world, just as existing prestressed concrete pipe pile one
Sample.In the present embodiment, described axial rod iron 214 is to apply first pull-type prestressed profiled bar.
Each horizontal mechanism for intensifying 22 has two intersections and is stacked and general in cross horizontal reinforced metal part 221, each
Horizontal reinforced metal part 221 has a structural sections 222 being revealed in this through hole 216, and two are the most integrally connected with in this structure
Section 222 two ends and be anchored in the linkage section 223 in this concrete pile lining 211.And every two adjacent horizontal mechanism for intensifying 22
Spacing is not more than 1.2 times of this pile body 21 external diameter.
Owing to the purposes of described horizontal reinforced metal part 221 is to force be transmitted to the concrete pile lining 211 at two ends, so
Described horizontal reinforced metal part 221 must be anchored in the concrete of concrete pile lining 211.In practice, described level is strong
Changing metalwork 221 is that colligation is on described axial rod iron 214 or this spiral steel wire 215, in order to manufacture concrete pile lining in factory
211 stiff during can fix the position of described horizontal reinforced metal part 221, not rely on this horizontal reinforced metal part 221
Contact with each other and transmit strength.Described two horizontal reinforced metal parts 221 intersect to be stacked the most conveniently fixes this level strengthening gold
The group belonging to part 221 is stood, and it is not necessarily necessary that contact is stacked, as long as being close, and such as 5 to 10 centimetres of interval, it is possible to reach
Become the transmission purpose of strength, have no effect on the function of the present invention.
And the spacing of described horizontal mechanism for intensifying 22 is first ring-type to open relative to this with described horizontal mechanism for intensifying 22
The distance of mouth end plate 23 and this second circular opening end plate 24 is proportional, say, that closer to this first circular opening end plate
23 or the spacing of described horizontal mechanism for intensifying 22 of this second circular opening end plate 24 less, closer to described in pile body 21 central authorities
The spacing of horizontal mechanism for intensifying 22 is bigger.
Utilize the described total length along this pile body 21 to be spaced to arrange, and every two adjacent spacing are not more than this pile body 21 external diameter
The horizontal mechanism for intensifying 22 of 1.2 times, comprehensive function power F in about Strengthenable Figure 12, to promote bulk strength stable delivery
Loading.And the linkage section 223 of each horizontal reinforced metal part 221 is embedded in this concrete pile lining 211, can promote further
Described horizontal reinforced metal part 221 and the adhesion of this concrete pile lining 211.
The spacing of described horizontal mechanism for intensifying 22 also is able to be identical, in order to can convenient in plant produced implement.?
In the overall length of pile body 21, the most fragile with pile body 21 two ends, also there is the demand of pile extension simultaneously.So, close to this pile body 21
The spacing of the described horizontal mechanism for intensifying 22 at two ends is less, and at the described horizontal mechanism for intensifying 22 close to this pile body 21 centre
The bigger design of spacing, be not only able to meet the strength behavior of pile body 21 and reach the effect of strengthening and can take into account again cost.
In actual application, described horizontal mechanism for intensifying 22 also is able to have as shown in figure 15 intersect two-by-two and is stacked and general in ten
The horizontal reinforced metal part 221 of font.Utilize the quantity increasing horizontal reinforced metal part 221, it is possible to promote and bear along axis L
The ability of the shearing in (being shown in Figure 13) direction.
When this pile body 21 external diameter strengthens, the increasing that the girth in this pile body 21 cross section also can be corresponding, it is necessary to increase described water
The quantity of flat reinforced metal part 221, in order to increase and the contacting points position of this concrete pile lining 211, with the transmission of uniform strength.
Certainly, described horizontal mechanism for intensifying 22 also is able to intersect the most two-by-two and is stacked and near concrete pile lining 211
The general horizontal reinforced metal part 221 in intersecting parallels.To increase the space of this concrete pile lining 211 middle part, in order to grouting
The turnover operation of pipe (in figure shown in imaginary line).Additionally, described horizontal mechanism for intensifying 22 also is able to have three as shown in figure 17
Intersect and be stacked and the general horizontal reinforced metal part 221 in triangular form near concrete pile lining 211.
And the described linkage section 223 of each horizontal reinforced metal part 221 is except being anchored in this coagulation the most straight
Outside in soil pile lining 211, it is also possible to as shown in figure 18, wherein a linkage section 223 is that straight line is anchored in this concrete pile lining 211
In, another linkage section 223 is then that this structural sections 222 relatively bends and is anchored in this concrete pile lining 211, or such as Figure 19 institute
Showing, two linkage sections 223 of each horizontal reinforced metal part 221 are equidirectional bending and are anchored in this concrete pile lining 211, or
Being as shown in figure 20, two linkage sections 223 of each horizontal reinforced metal part 221 are that different directions bends and is anchored in this concrete
In pile lining 211, being very such as Figure 21, shown in 22, the basal area of two linkage sections 223 of each horizontal reinforced metal part 221 is more than one
The basal area of this structural sections 222 that body is connected with is to increase anchoring strength.Certainly, on reality is applied, described level is to strengthening gold
Belonging to part 221 can be corrugated bar or circular rod iron or square rod iron, and described level is to wherein the one of reinforced metal part 221
Linkage section 223 can be to be anchored in straight or bendingly in this concrete pile lining 211, and another linkage section 223 is then basal area
The kenel of bigger enlarged footing, still has and increases the effect of anchoring strength.
Refering to Figure 23, the second embodiment of concrete-pile of the present invention is about similar to this first embodiment, differs
Place is: this concrete-pile also comprises the shrouding 25 that an envelope is located at outside this second circular opening end plate 24, and described level is strong
The spacing changed between mechanism 22 is equal.Owing to the present embodiment is about similar to this first embodiment, therefore, except reaching
Become outside effect identical with this first embodiment, also provide for another kind of aspect of implementing and select for user.
Refering to Figure 24, the 3rd embodiment of concrete-pile of the present invention is about similar to this second embodiment comprising a pile body
21, several horizontal mechanism for intensifying 22, and one first circular opening end plate 23.Different places is: concrete-pile also comprises one
It is connected with in this pile body 21 away from one end of this first circular opening end plate 23 with the shrouding 25 of this through hole 216 of block.Due to this reality
Execute example and be about similar to this first embodiment, therefore, in addition to can reaching effect identical with this first embodiment, directly
It is connected with in this pile body 21 away from one end of this first circular opening end plate 23 with shrouding 25, it is possible to reduce component and reduce cost.
Refering to Figure 25, the 4th embodiment of concrete-pile of the present invention, it is about similar to this first embodiment, differs
Place is: this concrete-pile comprises a pile body 21 being formed with a blind hole 217 extended along an axis L direction, and one connects
It is located at this pile body 21 and connects the open end plate 26 of this blind hole 217.
This concrete pile lining 211 has a rampart portion 212, and one be integrally connected with in one end of this rampart portion 212 and in
Flat stop section 213, this rampart portion 212 matches with this stop section 213 and defines this blind hole 217, described axial rod iron
214 is in the length range of this rampart portion 212 with this spiral steel wire 215 and described horizontal mechanism for intensifying 22, and each
The described linkage section 223 of horizontal reinforced metal part 221 is to be anchored in this rampart portion 212.Due to the present embodiment be about with this
One embodiment is similar, therefore, in addition to can reaching effect identical with this first embodiment, also provides for another kind of enforcement aspect
Select for user.
Refering to Figure 26, the 5th embodiment of concrete-pile of the present invention, it is about similar to the 4th embodiment, differs
Place is: the external diameter of this stop section 213 is more than the external diameter of this rampart portion 212, to create the stake bigger than this rampart portion 212
Basal cross section is long-pending increases bearing capacity of pile tip.
Refering to Figure 27, the sixth embodiment of concrete-pile of the present invention, it is about similar to the 4th embodiment, differs
Place is: this concrete pile lining 211 has a rampart portion 212, and one be integrally connected with in one end of this rampart portion 212 and in
Cone-shaped stop section 213, this rampart portion 212 matches with this stop section 213 and defines this blind hole 217.
Owing to the present embodiment is about similar to the 4th embodiment, therefore, except reaching and the 4th embodiment
Outside identical effect, cone-shaped stop section 213, it is possible to directly utilize piling machine (not shown) and hit into sub-surface.
Refering to Figure 28,29, the first embodiment of Combined concrete stake of the present invention comprises pile element 3, and is positioned at this
Upper pile element 4 above lower pile element 3, and one axially connect the axially strengthening unit 5 of pile element 4 and this lower pile element 3 on this.
Due to the lower pile element of this in the present embodiment 3 substantially with the second embodiment phase of concrete-pile shown in this case Figure 23
With, and on this, pile element 4 is substantially identical with the first embodiment of concrete-pile shown in this case Figure 13, therefore, this lower pile element 3 with
On this, the structure of pile element 4 does not add explanation at this.
This axially strengthening unit 5 include one along this axis L completely through the axial link machine of the through hole 216 of described pile body 21
Structure 51, and in one is poured into the through hole 216 of described pile body 21 completely and cladding is positioned at the described axial link of described through hole 216
Mechanism 51 and the wadding weft variation 52 of described horizontal mechanism for intensifying 22.The shrouding 25 of this lower pile element 3 can this be filled out as perfusion
The template of core concrete 52, and this axially links mechanism 51, and to have several periphery along this concrete pile lining 211 spaced
Axially link reinforcing bar 511.
In the present embodiment, one end of described axial link reinforcing bar 511 is to touch to be butted on this shrouding 25, and the other end is then complete
Portion highlights the first circular opening end plate 23 on the top of pile element 4 on this to connect a foundation platform 200.In actual application, described
The one end axially linking reinforcing bar 511 also is able to simply close to this shrouding 25, and the other end is then that part protrudes pile element 4 on this
First circular opening end plate 23, still can reach identical effect.
After the hardening of this wadding weft variation 52, and described axial link reinforcing bar 511 and the level of described horizontal mechanism for intensifying 22
Reinforced metal part 221 is combined into stable reinforced concrete structure, and further with this on pile element 4 and this lower pile element 3
It is combined into stable structure, not only can be simultaneously by this pile body 21 of pile element on this 4, and by described axial link reinforcing bar
511, the reinforced concrete structure that this wadding weft variation 52 is combined into described horizontal reinforced metal part 221, and stably will
The loading of this foundation platform 200 is delivered to pile element 4 and this lower pile element 3 periphery and soil layer of bottom on this, additionally it is possible to promote
Described be connected this on adhesion between pile element 4 and this lower pile element 3 and stability, and then promote overall drawing opposing
Power, bearing capacity, horizontal shear and structural strength.In the present embodiment, this wadding weft variation 52 is to use plain edition concrete.Real
In the application of border, it is also possible to use early strong concrete, in order to reduce the stiff time of this wadding weft variation 52 further, by tradition
Stiff time of 28 days, taper to 3 to 7 days, it is possible to effectively save the duration.
And when the second circular opening end plate 24 of pile element 4 on this, with the first circular opening end plate of this lower pile element 3
When the joint C of 23 occurs corrosion, by described axial link reinforcing bar 511, wadding weft variation 52 and described horizontal reinforced metal part
221 reinforced concrete structures being combined into remain in that completely, therefore, and pile element 4 and the spiral steel of this lower pile element 3 on this
Line 215 still provide be combined with described horizontal reinforced metal part 221 by described axial link reinforcing bar 511, wadding weft variation 52 and
The steel wire function that the reinforced concrete structure become is sufficient, to continue the loading of transmission foundation platform 200, does not worries structural weakening
With problems such as reliability reductions.Additionally, utilize wadding weft variation 52 cladding to be positioned at the described axial link steel of described through hole 216
Muscle 511 and described horizontal reinforced metal part 221, described axial link reinforcing bar 511 is with described horizontal reinforced metal part 221 the most not
Easily there is corrosion, more can fill part and guarantee the intensity of pile element 4 and this lower pile element 3 joint C on this.
In the present embodiment, on this, pile element 4 is all external diameter 60 centimetres, internal diameter with pile body 21 size of this lower pile element 3
40 centimetres, length 12 meters；The Y-direction spacing of every two adjacent horizontal mechanism for intensifying 22 is 30 centimetres, and described level strengthening machine
The described horizontal reinforced metal part 221 of structure 22 be diameter 16 millimeters, yield strength be 2800kg/cm2(about 274N/mm2Or about
Corrugated bar 39853psi)；And this is axially strengthened unit 5 and includes 12 axial link reinforcing bars 511, each axial link reinforcing bar
511 be diameter 22 millimeters, yield strength be 4200kg/cm2(about 412N/mm2Or about 59779psi) corrugated bar, this is filled out
The comprcssive strength of core concrete 52 is 280kg/cm2(about 27N/mm2Or about 3985psi).
When the second circular opening end plate 24 of pile element 4 on this, with the first circular opening end plate 23 of this lower pile element 3
When joint C occurs corrosion, this is axially strengthened unit 5 and is still provided that: pulling force=axially link reinforcing bar number * reinforcing bar basal area * steel
Rigidity of soft tissues degree=12 * (π/4*2.22) * 4200kg/cm2The pulling force of=191ton；When bearing pressure, it is also possible to have 191ton
Compressive resistance, or born=concrete area * concrete strength=(π/4*402) * 280kg/cm by this wadding weft variation 522=
The pressure of 351ton.Therefore, the present embodiment be enough to continue transmit the loading of foundation platform 200 really, do not worry joint C because of
The problems such as the structural weakening and reliability reduction that corrosion is caused.
Refering to Figure 30,31, the second embodiment of Combined concrete stake of the present invention is about and this Combined concrete stake
First embodiment similar, the place differed is: the axially strengthening unit 5 of this Combined concrete stake includes 4 axially
Linking mechanism 51, each axial link mechanism 51 has 3 axial link reinforcing bars 511, and several spaced apart along this axis L
On described axial link reinforcing bar 511, with the tying reinforcing bar 512 of fixing described axial link reinforcing bar 511.Utilize described tying steel
Muscle 512 positions described axial link reinforcing bar 511, can ensure that position and the spacing of described axial link reinforcing bar 511, it is simple to by described
Axially link reinforcing bar 511 and place described through hole 216.
Owing to the degree of depth of the through hole 216 of this Combined concrete stake is quite deep, be by propping up described axial link reinforcing bar 511
Inserting in described through hole 216, the spacing keeping fixing again is the most very difficult fairly time consuming operation.Utilize described tying reinforcing bar
512, described axial link reinforcing bar 511 is combined into one axial link mechanism 51, once insert construction, can concentrate several axially
Link mechanism 51 to construct in the lump, in addition to the suitable spacing that can keep described axial link reinforcing bar 511 and lifting quality, more can save
Save the engineering time.
Refering to Figure 32, the 3rd embodiment of Combined concrete stake of the present invention is about with this Combined concrete stake
Two embodiments are similar, and the place differed is: this Combined concrete stake comprises two and is stacked the upper stake list engaged the most up and down
Unit 4.Owing to the present embodiment is about similar to this second embodiment, therefore, identical with this second embodiment except reaching
Effect outside, moreover it is possible to increase the overall length of Combined concrete stake with in deeply deeper soil layer.Total when Combined concrete stake
Length need longer time, utilize the mode of the present embodiment to analogize, in conjunction with more on this pile element 4 just can achieve the goal, example
As connected pile element 4 on this of more than two joints.
Refering to Figure 33, the 4th embodiment of Combined concrete stake of the present invention is about with this Combined concrete stake
Two embodiments are similar, and the place differed is: the external diameter of the pile body 21 of this lower pile element 3, more than the stake of upper pile unit 4
The external diameter of body 21.Utilize this lower pile element 3 that external diameter is slightly larger, expand the bottom area of Combined concrete stake, compound to increase
The bearing capacity of formula concrete-pile.
When reality is applied, the external diameter of the pile body 21 of this lower pile element 3 is usually the external diameter of the pile body 21 of pile element 4 on this
Expand 10 to 40 centimetres again, it is simply that every side about expand 5 to 20 centimetres the most suitable.In the present embodiment, pile element 4 on this
The external diameter of pile body 21 is 1.0 meters, the external diameter of the pile body 21 of this lower pile element 3 is 1.2 meters, than the pile body 21 of pile element on this 4
The every side of external diameter expands 10 centimetres, and enlarged outside diameter ratio is 1.2/1.0=120%.On this outside pile body 21 of pile element 4
Edge area=π/4*1.02=0.7854m2, the outer rim area=π/4*1.22=1.1310m of the pile body 21 of this lower pile element 32,
Enlarged areas ratio is about=1.1310/0.7854=144%, and the meaning is that bearing capacity of pile tip adds about 44%.
Refering to Figure 34, the 5th embodiment of Combined concrete stake of the present invention is about with this Combined concrete stake
Two embodiments are similar, and the place differed is: the concrete pile lining 211 of the pile body 21 of this lower pile element 3 have one with this on
The epimere 218 that pile body 21 external diameter of pile element 4 is identical, and an external diameter is more than the hypomere 219 of this epimere 218.Owing to stake end carries
Power and the bottom area associated of stake, the present embodiment is not merely able to reach effect identical with the 4th embodiment, also can save
Cost.
Refering to Figure 35, the sixth embodiment of Combined concrete stake of the present invention is about with this Combined concrete stake
One embodiment is similar, and the place differed is: this lower pile element 3 is the 3rd embodiment of concrete-pile shown in this case Figure 24.
Owing to the present embodiment is about similar to this first embodiment, therefore, except the merit identical with this first embodiment can be reached
Outside effect, directly with this through hole 216 of shrouding 25 block, it is possible to save material to reduce cost.
Refering to Figure 36, the 7th embodiment of Combined concrete stake of the present invention is about with this Combined concrete stake
Six embodiments are similar, and the place differed is: this lower pile element 3 is the 4th embodiment of concrete-pile shown in this case Figure 25,
Wadding weft variation 52 is housed, it is provided that another kind of aspect selects for user with this blind hole 217.
Refering to Figure 37, the 8th embodiment of Combined concrete stake of the present invention is about with this Combined concrete stake
Six embodiments are similar, and the place differed is: this lower pile element 3 is the 5th embodiment of concrete-pile shown in this case Figure 27,
House wadding weft variation 52 with this blind hole 217, coordinate and piling machine (not shown) can be utilized direct in cone-shaped stop section 213
Hit into sub-surface, or utilize pile press machine (not shown) to be pressed into sub-surface, it is provided that another kind of aspect selects for user.
Refering to Figure 38, the 9th embodiment of Combined concrete stake of the present invention, it is about and this Combined concrete stake
Sixth embodiment is similar, and the place differed is: the shrouding 25 of this lower pile element 3 is that block is in this through hole 216.Described water
Flat mechanism for intensifying 22 is arranged on the top of this shrouding 25, and described axial link reinforcing bar 511 and this wadding weft variation 52 also are located at
Above this shrouding 25.
It is said that in general, the concrete pile lining 211 of the pile body 21 of this lower pile element 3 is mainly made up of strong concrete,
General intensity is all up to 500kg/cm2(about 49N/mm2Or about 7117psi) to 800kg/cm2(about 78N/mm2Or about
11387psi), the intensity of the wadding weft variation 52 used is general all only at 210kg/cm2(about 20N/mm2Or about
2989psi) to 350kg/cm2(about 34N/mm2Or about 4982ps i) between, by contrast, the pile body 21 of this lower pile element 3
It is a lot of that the intensity of concrete pile lining 211 exceeds wadding weft variation 52.
And this lower pile element 3 is in the bottom of overall composite concrete-pile, when the weight coming from above basis platform 200
Amount, when passing through pile element 4 on this and be transferred to this lower pile element 3, as long as the distance of this shrouding 25 and this joint C can meet institute
State the grappling gripping Len req axially linking reinforcing bar 511, it is possible to force be transmitted to the concrete pile lining of this lower pile element 3
211, then pass to surrounding and the soil of bottom, and reach the purpose of the present invention, the core of filling out being not required to this shrouding less than 25 mixes
Solidifying soil 52 subsidizes transmission.
And this is axially strengthened unit 5 and has crossed over joint C, therefore, the present embodiment really be enough to continue to transmit basis and holds
The loading of platform 200, does not worries because of problems such as the structural weakening and reliability reductions that joint C corrosion is caused.Should in reality
Using, this shrouding 25 is steel plate, and the distance of this shrouding 25 and this joint C, typically no less than 2 meters.
Refering to Figure 39,40, illustrate that the building site of Combined concrete stake of the present invention applies method, be to comprise pile element on
4, once pile element 3 explains with an axial Combined concrete stake strengthening unit 5.
Pile element 4 and the pile body 21 a size of external diameter 100 centimetres of lower pile element 3, internal diameter 72 centimetres, length 16 meters on this.
And pile element 4 and lower pile element 3 are 30 centimetres close to the spacing of the horizontal mechanism for intensifying 22 at two ends on this, the level of mid portion
The spacing of mechanism for intensifying 22 is 60 centimetres.Go-and-retum is used to reinforcement joint C away from closeer design and foundation platform 200 is (aobvious
It is shown in Figure 37) at link, and the intensity between bottom and soil.
And described horizontal reinforced metal part 221 is general in intersecting parallels as shown in figure 40, and a diameter of 16 millimeters, yield strength
For 2800kg/cm2(about 274N/mm2Or about 39853psi) corrugated bar, biphase horizontal interval and nonoverlapping level is strong
The spacing changing metalwork 221 is 50 centimetres, and then forms the rectangle of one 50 centimetres X50 centimetre in centre and place space；This axle
28 axial link reinforcing bars 511, each axial link reinforcing bar 511 are had to be that diameter 35 millimeter, yield strength are to strengthening unit 5
4200kg/cm2(about 412N/mm2Or about 59779psi) corrugated bar, and the comprcssive strength of this wadding weft variation 52 is
280kg/cm2(about 27N/mm2Or about 3985psi).
First go out the odd-job hole 62 of the degree of depth 15 meters in drilling with facility 61；It follows that set in this odd-job hole 62
Put a steel thimble 63, in long construction period, protect the hole wall soil in this odd-job hole 62, will not avalanche.So
After, this lower pile element 3 is hung in this odd-job hole 62, about 1 meter of prominent ground；Afterwards, then by pile element on this 4 it is hung
Above this lower pile element 3, with welding manner seam by second circular opening end plate 24 and this lower stake list of pile element on this 4
First circular opening end plate 23 of unit 3.
Again described axial link reinforcing bar 511 is hung by several times on this pile element 4 with in the through hole 216 of this lower pile element 3,
Support or close to this lower pile element 3 shrouding 25 until touching, finally with specific sealed tube concrete grouting form of construction work, by bore 6 English (about
Be 15 centimetres) specific sealed tube 64 stretch into this and place in space, with this wadding weft variation 52 is fed on this pile element 4 with under this
In the through hole 216 of pile element 3, the most progressively extract this specific sealed tube 64 in perfusion simultaneously.
Refering to Figure 41, and look back in the lump Figure 39,40, go out aperture for 1.4 with facility 61 in correct position drilling further
Rice, the degree of depth are the stake holes 65 of 31.8 meters, then, at the solid cement mortar of stake holes 65 66 to stablize the hole wall soil of this stake holes 65
Will not avalanche, the combination simultaneously also served as on this between pile element 4 and this lower pile element 3 and underground adds strong medium.Afterwards will
The most stiff this Combined concrete stake of wadding weft variation 52 is hung in this stake holes 65, and reaches the purpose of Shen stake.
Owing to the stickiness of this wadding weft variation 52 is more than this cement mortar 66, even if the cement mortar in this stake holes 65 66 overflows
Full, also will not conflict with this wadding weft variation 52 or mix and affect quality.Treat that the cement mortar 66 in this stake holes 65 fills out core with this
Just complete concrete-pile after concrete 52 is stiff applies operation.
After the joint C corrosion of the Combined concrete stake made when the method that applies above, still it is provided that: stretching resistance=axle
To linking reinforcing bar number * reinforcing bar basal area * reinforced steel bar strength=28 * (π/4*3.52) * 4200kg/cm2=about 1131ton, and
Higher compressive resistance.
And due on this pile element 4 and this lower pile element 3 be Prefabrication in the factory, not only speed of production quickly and
And steady quality, afterwards, in building site, the fastest with the speed that facility 61 carry out holing.Therefore, Combined concrete stake of the present invention
Duration of the method that applies can significantly foreshorten to less than the 1/2 of conventional on-site bored concrete pile, and quality is much better than in-site pouring
Concrete-pile.The advantage being to have prefabricated pile and cast-in-place pile concurrently can be said, and overcome in-site pouring concrete pile quality instability, execute
The shortcoming that work is long in time limit and cost is high.When the length of Combined concrete stake is longer, a length of 70 meters of such as stake, it is possible in stake holes
Steel thimble 63 (such as overall length or half long mode) as shown in figure 39 is added to protect the hole wall soil of stake holes 65 not collapse in 65
Collapse, in order to profit construction；Or when the Rock Conditions (or claiming geological conditions) of soil layer is more harsh, such as, meet with gravel soil layer or broken
Rock stratum etc., these facility 61 also are able to use grab bucket machinery to fetch earth or arrange drill bit brill tooth shovel soil with broken heavily fortified point, and these are all the most general
All over using the stake holes drilling mode in civil engineering.
Refering to Figure 42, the another kind of building site of Combined concrete stake of the present invention applies method, is about aforementioned applying with this
Method is similar, and the place differed is: this wadding weft variation 52 non-once are filled, but at pile element 4 on this
A segment length is stayed not irrigate at the first circular opening end plate 23 on stake top；And described axial link reinforcing bar 511 is prominent should
The first circular opening end plate 23 on the stake top of upper pile element 4.By the time after this stake holes 65 that this Combined concrete stake is hung, then
Described axial link reinforcing bar 511 is extended to highlight the first circular opening of pile element 4 on this with steel bar connector (scheming non-formula)
End plate 23, does not irrigates and fills out core and mix the part of earth, then be to irrigate in the lump when irrigating this foundation platform 200.
The prolongation at stake top of the described axial link reinforcing bar 511, in the way of extending by steel bar connector (scheming non-formula)
Outward, it still is able to be extended described axial link reinforcing bar 511 by the mode that the gas commonly used in civil construction scene connects；
Or using the mode of bar splicing, these are all to make the construction method for extending reinforcing bar length in common engineering, it is also possible to
Reach the purpose of the prolongation of described axial link reinforcing bar 511.Due to the plant produced limited length system of reinforcing bar, factory length is general
All below 14 meters, above-mentioned reinforcing bar extension system also is able to the prolongation applying to described axial link reinforcing bar 511 in pile body.
It is about in aforementioned that to apply method identical, therefore, except reaching and the aforementioned side of applying owing to originally applying method
Outside effect that method is identical, also provide for another kind and apply method for user selection.
Refering to Figure 43,44, illustrate that the another kind of building site of Combined concrete stake of the present invention applies method, on the whole with aforesaid
It is identical that two kinds of building sites apply method, and the place differed is: if odd-job hole 62, simply this lower stake list of solder bond
Unit 3 and pile element 4 on this, but will axially not link reinforcing bar 511 and insert, the most this wadding weft variation 52 is not poured into this lower stake list
Unit 3 and pile element 4 on this.
Then by this lower pile element 3 be combineding with each other and on this pile element 4 insert the stake holes 65 of solid cement mortar 66,
Described axial link reinforcing bar 511 is inserted this lower pile element 3 and on this in pile element 4 again, then with this specific sealed tube 64, this is filled out
Core concrete 52 is poured in this lower pile element 3 and on this in pile element 4, the most progressively extracts this specific sealed tube 64 in perfusion simultaneously.Treat
What this cement mortar 66 in this stake holes 65 and this wadding weft variation 52 just completed this Combined concrete stake after stiff applies operation.
Do not carry out substantial amounts of axial link reinforcing bar 511 in odd-job hole 62 inserts work and the filling of wadding weft variation 52
Note work.The perfusion work of work and wadding weft variation 52 is inserted, fall except avoiding the most axially linking reinforcing bar 511
The weight of low pile body of slinging in odd-job hole 62, outside the danger reduced a staff, the most more can ensure that wadding weft variation
The prescription of 52 perfusions.
In sum, concrete-pile of the present invention utilizes the described total length along this pile body 21 to be spaced and arranges, and every two adjacent
Spacing be not more than the horizontal mechanism for intensifying 22 of 1.2 times of this pile body external diameter, to promote bulk strength stable delivery loading.Again
Coordinating this axially strengthening unit 5, Combined concrete stake of the present invention can also promote this lower pile element 3 and the stake on this combined between the higher and lower levels
Bond strength between unit 4, so really can reach the purpose of the present invention.
Claims (26)
1. Combined concrete stake comprises a lower pile element, a upper pile element being positioned at above this lower pile element, and
One axial strengthening unit, this lower pile element includes a pile body being formed with a blind hole, and several total length along this pile body
The horizontal mechanism for intensifying being arranged at intervals in this blind hole, this blind hole is to extend along an axis direction, each level strengthening machine
Structure has the horizontal reinforced metal part that several intersection is stacked, and on this, pile element includes that at least one is positioned at the pile body of this lower pile element
Top and be formed with the pile body of a through hole, and the level strengthening machine that several total length along this pile body is arranged at intervals in this through hole
Structure, this through hole is to extend along this axis direction and be connected with this blind hole, and each horizontal mechanism for intensifying has several intersection phase
Folded horizontal reinforced metal part, it is characterised in that:
The spacing of the horizontal mechanism for intensifying that this lower pile element each two is adjacent is not more than 1.2 times of this pile body external diameter, stake list on this
The spacing of unit's adjacent horizontal mechanism for intensifying of each two is not more than 1.2 times of this pile body external diameter, this axially strengthen unit include to
Few one is stretched into completely through this through hole along this axis and axially to link mechanism in this blind hole, and one is poured into this completely and leads to
In hole and this blind hole and cladding be positioned between this through hole and this blind hole axially link filling out of mechanism and described horizontal mechanism for intensifying
Core concrete.
Combined concrete stake the most according to claim 1, it is characterised in that: this axially links mechanism and has several running through
This through hole and stretch into this blind hole axially link reinforcing bar.
Combined concrete stake the most according to claim 1, it is characterised in that: this axially links mechanism and has several running through
This through hole and stretch into and axially link reinforcing bar in this blind hole, and several spaced apart on described axial link reinforcing bar along this axis
Tying reinforcing bar with fixing described axial link reinforcing bar.
Combined concrete stake the most according to claim 1, it is characterised in that: this lower pile element also comprise one be connected with in
This pile body and connect the open end plate of this blind hole, on this, pile element also includes being connected with respectively in these pile body two ends and connecting this through hole
A first circular opening end plate and a second circular opening end plate, this opening end plate is and this second circular opening end plate
Phase seam, described axial link mechanism is through this first circular opening end plate, the second circular opening end plate and this opening end plate
And stretching in this blind hole, the Y-direction spacing of the described horizontal mechanism for intensifying of this lower pile element can be equidistant, it is also possible to is
Unequal-interval, and on this, Y-direction spacing of the described horizontal mechanism for intensifying of pile element can be equidistant, it is also possible to it is
Spacing.
Combined concrete stake the most according to claim 4, it is characterised in that: under this pile body, the pile body of pile element has one
Individual define the concrete pile lining of this blind hole, several extended in this concrete pile lining along this axis direction around this axis
Axial rod iron in length range, and one this concrete pile lining internal coiling be wound around described axial rod iron spiral steel wire, each
Individual horizontal reinforced metal part has a structural sections being revealed in this blind hole, and two are the most integrally connected with in this structural sections two
Hold and stretch into the linkage section of this concrete pile lining.
Combined concrete stake the most according to claim 5, it is characterised in that: the concrete-pile of the pile body of this lower pile element
Wall has a rampart portion, and one is integrally connected with in one end of this rampart portion and in flat stop section, this rampart portion with
Match and define this blind hole in this stop section, and described axial rod iron with this spiral steel wire and described horizontal mechanism for intensifying is
In the length range of this rampart portion, and the described linkage section of each horizontal reinforced metal part of this lower pile element is to stretch into this
Rampart portion.
Combined concrete stake the most according to claim 5, it is characterised in that: the concrete-pile of the pile body of this lower pile element
Wall has a rampart portion, and one is integrally connected with in one end of this rampart portion and in cone-shaped stop section, this rampart portion with
Match and define this blind hole in this stop section, and described axial rod iron with this spiral steel wire and described horizontal mechanism for intensifying is
In the length range of this rampart portion, and the described linkage section of each horizontal reinforced metal part of this lower pile element is to stretch into this
Rampart portion.
8. according to the Combined concrete stake described in claim 6 or 7, it is characterised in that: each level of this lower pile element
At least one of which linkage section of reinforced metal part is that the structural sections being relatively integrally connected with bends and stretches into this concrete pile lining.
9. according to the Combined concrete stake described in claim 6 or 7, it is characterised in that: each level of this lower pile element
The basal area of at least one of which linkage section of reinforced metal part is more than the basal area of the structural sections being integrally connected with.
Combined concrete stake the most according to claim 1, it is characterised in that: on this, the pile body of pile element has one
The concrete pile lining of this through hole, several along extended complete in this concrete pile lining of this axis direction is defined around this axis
Axial rod iron in the range of length, and a spiral at the length range internal coiling described axial rod iron of winding of this concrete pile lining
Steel wire, each horizontal reinforced metal part has a structural sections being revealed in this through hole, and two be the most integrally connected with in
This structural sections two ends and stretch into the linkage section of this concrete pile lining.
11. Combined concrete stakes according to claim 10, it is characterised in that: on this, each level of pile element is strong
At least one of which linkage section changing metalwork is that the structural sections being relatively integrally connected with bends and stretches into this concrete pile lining.
12. Combined concrete stakes according to claim 10, it is characterised in that: on this, each level of pile element is strong
The basal area of at least one of which linkage section changing metalwork is more than the basal area of the structural sections being integrally connected with.
13. Combined concrete stakes according to claim 1, it is characterised in that: on this, the external diameter of the pile body of pile element is little
External diameter in the pile body of this lower pile element.
14. Combined concrete stakes according to claim 5, it is characterised in that: the concrete of the pile body of this lower pile element
Pile lining has an epimere identical with the external diameter of the pile body of pile element on this, and external diameter is more than the hypomere of this epimere.
15. 1 kinds of Combined concrete stakes comprise a lower pile element, a upper pile element being positioned at above this lower pile element, and
One axial strengthening unit, this lower pile element includes a pile body being formed with a through hole, and several total length along this pile body
The horizontal mechanism for intensifying being arranged at intervals in this through hole, this through hole is to extend along an axis direction, each level strengthening machine
Structure has the horizontal reinforced metal part that several intersection is stacked, and on this, pile element includes that at least one is positioned at the pile body of this lower pile element
Top and be formed with the pile body of a through hole, and the level strengthening machine that several total length along this pile body is arranged at intervals in this through hole
Structure, on this, the through hole of pile element is to extend along this axis direction and be connected with the through hole of this lower pile element, and each level is strong
Change mechanism and there is the horizontal reinforced metal part that several intersection is stacked, it is characterised in that:
The spacing of the horizontal mechanism for intensifying that this lower pile element each two is adjacent is not more than 1.2 times of this pile body external diameter, stake list on this
The spacing of unit's adjacent horizontal mechanism for intensifying of each two is not more than 1.2 times of this pile body external diameter, this axially strengthen unit include to
Few one is stretched into completely through the through hole of pile element on this along this axis and axially to link mechanism in the through hole of this lower pile element,
And in a through hole being poured into described pile body completely and cladding be positioned between described through hole axially link mechanism and described water
The wadding weft variation of flat mechanism for intensifying.
16. Combined concrete stakes according to claim 15, it is characterised in that: this axially links mechanism and has several passing through
Wear the through hole of pile element on this and stretch into and axially link reinforcing bar in the through hole of this lower pile element.
17. Combined concrete stakes according to claim 15, it is characterised in that: this axially links mechanism and has several passing through
Wear the through hole of pile element on this and stretch into and axially link reinforcing bar in the through hole of this lower pile element, and several along this axis interval point
It is distributed on described axial link reinforcing bar with the tying reinforcing bar of fixing described axial link reinforcing bar.
18. according to the Combined concrete stake described in claim 16 or 17, it is characterised in that: on this, pile element also includes respectively
It is connected with in these pile body two ends and a first circular opening end plate connecting this through hole and a second circular opening end plate, and is somebody's turn to do
Lower pile element also includes being connected with respectively in these pile body two ends and a first circular opening end plate connecting this through hole and one
Two ring-type Open end plate, and the shrouding that block is outside this second circular opening end plate, on this, the second of pile element ring-type opens
Mouth end plate is the first circular opening end plate phase seam with this lower pile element and is connected, and described axial link reinforcing bar is through this
First circular opening end plate of upper pile element, the second circular opening end plate should with the first circular opening end plate of this lower pile element and
Stretch in the through hole of this lower pile element.
19. according to the Combined concrete stake described in claim 16 or 17, it is characterised in that: on this, pile element also includes respectively
It is connected with in these pile body two ends and a first circular opening end plate connecting this through hole and a second circular opening end plate, and is somebody's turn to do
Lower pile element also includes being connected with respectively in these pile body two ends and a first circular opening end plate connecting this through hole and one
Two ring-type Open end plate, and the shrouding that block is in this through hole, on this, the second circular opening end plate of pile element is and this
First circular opening end plate phase seam of lower pile element and being connected, described axial link reinforcing bar is through on this of pile element
One circular opening end plate, the second circular opening end plate should with the first circular opening end plate of this lower pile element and stretch into this lower stake list
In the through hole of unit.
20. according to the Combined concrete stake described in claim 16 or 17, it is characterised in that: on this, pile element also includes respectively
It is connected with in these pile body two ends and a first circular opening end plate connecting this through hole and a second circular opening end plate, and is somebody's turn to do
Lower pile element also includes the one end being arranged at this pile body and connects the first circular opening end plate of this through hole, and a setting
In this pile body other end with the shrouding of this through hole of block, the second circular opening end plate of pile element and this lower pile element on this
First circular opening end plate phase seam and being connected, described axial link reinforcing bar is through the first circular opening of pile element on this
End plate, the second circular opening end plate should with the first circular opening end plate of this lower pile element and stretch into the through hole of this lower pile element
In.
21. Combined concrete stakes according to claim 15, it is characterised in that: the described level strengthening of this lower pile element
The Y-direction spacing of mechanism can be equidistant, it is also possible to is unequal-interval, and the described horizontal mechanism for intensifying of pile element on this
Between Y-direction spacing can be equidistant, it is also possible to be unequal-interval.
22. Combined concrete stakes according to claim 21, it is characterised in that: on this, the pile body of pile element has one
The concrete pile lining of this through hole, several along extended complete in this concrete pile lining of this axis direction is defined around this axis
Axial rod iron in the range of length, and a spiral at the length range internal coiling described axial rod iron of winding of this concrete pile lining
Steel wire, each horizontal reinforced metal part has a structural sections being revealed in this through hole, and two be the most integrally connected with in
This structural sections two ends and stretch into the linkage section of this concrete pile lining, and the pile body of this lower pile element has one around this axis circle
Make the concrete pile lining of this through hole, several along the extended axle in the length range of this concrete pile lining of this axis direction
To rod iron, and a spiral steel wire at the length range internal coiling described axial rod iron of winding of this concrete pile lining, each
Horizontal reinforced metal part has a structural sections being revealed in this through hole, and two are the most integrally connected with in these structural sections two ends
And stretch into the linkage section of this concrete pile lining.
23. Combined concrete stakes according to claim 22, it is characterised in that: on this, each level of pile element is strong
At least one of which linkage section changing metalwork is that the structural sections being relatively integrally connected with bends and stretches into this concrete pile lining, and is somebody's turn to do
At least one of which linkage section of each horizontal reinforced metal part of lower pile element is the structural sections bending being relatively integrally connected with
And stretch into this concrete pile lining.
24. Combined concrete stakes according to claim 22, it is characterised in that: each level of this lower pile element is strong
The basal area of at least one of which linkage section changing metalwork is more than the basal area of the structural sections being integrally connected with, pile element on this
The basal area of at least one of which linkage section of each horizontal reinforced metal part is more than the basal area of the structural sections being integrally connected with.
25. Combined concrete stakes according to claim 15, it is characterised in that: on this, the external diameter of the pile body of pile element is little
External diameter in the pile body of this lower pile element.
26. Combined concrete stakes according to claim 22, it is characterised in that: the concrete of the pile body of this lower pile element
Pile lining has an epimere identical with the external diameter of the pile body of pile element on this, and external diameter is more than the hypomere of this epimere.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610614551.6A CN106223332A (en) | 2015-04-07 | 2015-04-07 | Combined concrete stake |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610614551.6A CN106223332A (en) | 2015-04-07 | 2015-04-07 | Combined concrete stake |
| CN201510160356.6A CN104762963A (en) | 2015-04-07 | 2015-04-07 | Concrete pile and composite concrete pile |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510160356.6A Division CN104762963A (en) | 2015-04-07 | 2015-04-07 | Concrete pile and composite concrete pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106223332A true CN106223332A (en) | 2016-12-14 |
Family
ID=53645030
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510160356.6A Pending CN104762963A (en) | 2015-04-07 | 2015-04-07 | Concrete pile and composite concrete pile |
| CN201610614551.6A Pending CN106223332A (en) | 2015-04-07 | 2015-04-07 | Combined concrete stake |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510160356.6A Pending CN104762963A (en) | 2015-04-07 | 2015-04-07 | Concrete pile and composite concrete pile |
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| Country | Link |
|---|---|
| CN (2) | CN104762963A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106087989B (en) * | 2016-08-11 | 2018-11-02 | 广西棕海园林工程有限公司 | Concrete-pile |
| CN106087980B (en) * | 2016-08-11 | 2018-11-27 | 广西棕海园林工程有限公司 | reinforced concrete pile |
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| JP2003306932A (en) * | 2002-04-15 | 2003-10-31 | Geotop Corp | Connecting construction for pile |
| CN201991001U (en) * | 2011-01-11 | 2011-09-28 | 凌德祥 | Prestressed reinforced-concrete anti-pulling hollow pile with connecting structure |
| CN202323932U (en) * | 2011-11-18 | 2012-07-11 | 宁波海港工程有限公司 | Long joint concrete pipe pile |
| CN102953375A (en) * | 2011-08-18 | 2013-03-06 | 李胜男 | Prestressing foundation pile and pile splicing method and pile head treatment method thereof |
| CN104153360A (en) * | 2014-09-02 | 2014-11-19 | 德翰智慧科技有限公司 | Core filling concrete pouring device at pile connecting position of prestressed concrete pipe piles and method thereof |
| CN204608771U (en) * | 2015-04-07 | 2015-09-02 | 德翰智慧科技有限公司 | Concrete pile and Combined concrete stake |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200978418Y (en) * | 2006-07-28 | 2007-11-21 | 中港第三航务工程局 | Prestressing force pipe pile with end plate |
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2015
- 2015-04-07 CN CN201510160356.6A patent/CN104762963A/en active Pending
- 2015-04-07 CN CN201610614551.6A patent/CN106223332A/en active Pending
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| JP2003306932A (en) * | 2002-04-15 | 2003-10-31 | Geotop Corp | Connecting construction for pile |
| CN201991001U (en) * | 2011-01-11 | 2011-09-28 | 凌德祥 | Prestressed reinforced-concrete anti-pulling hollow pile with connecting structure |
| CN102953375A (en) * | 2011-08-18 | 2013-03-06 | 李胜男 | Prestressing foundation pile and pile splicing method and pile head treatment method thereof |
| CN202323932U (en) * | 2011-11-18 | 2012-07-11 | 宁波海港工程有限公司 | Long joint concrete pipe pile |
| CN104153360A (en) * | 2014-09-02 | 2014-11-19 | 德翰智慧科技有限公司 | Core filling concrete pouring device at pile connecting position of prestressed concrete pipe piles and method thereof |
| CN204608771U (en) * | 2015-04-07 | 2015-09-02 | 德翰智慧科技有限公司 | Concrete pile and Combined concrete stake |
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| 廖振中: "《管桩简明手册》", 30 October 2012 * |
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| Publication number | Publication date |
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| CN104762963A (en) | 2015-07-08 |
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Application publication date: 20161214 |
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| WD01 | Invention patent application deemed withdrawn after publication |