CN204530673U - Composite foundation Prefabricated hollow pile pile cover - Google Patents
Composite foundation Prefabricated hollow pile pile cover Download PDFInfo
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- CN204530673U CN204530673U CN201520154403.1U CN201520154403U CN204530673U CN 204530673 U CN204530673 U CN 204530673U CN 201520154403 U CN201520154403 U CN 201520154403U CN 204530673 U CN204530673 U CN 204530673U
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- pile cover
- reinforcing bar
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Abstract
The utility model is about a kind of composite foundation Prefabricated hollow pile pile cover.Wherein, described composite foundation Prefabricated hollow pile pile cover comprises pile cover body reinforced mesh being placed in concrete and building; Wherein, described reinforced mesh is the meshed net structure of tool that many reinforcing bar cross welds are formed; Described pile cover body offers the shoulder hole of through described pile cover body; Described shoulder hole comprises the first order hole being in described pile cover body top and the hole, the second level being in described pile cover body bottom; The hole cross section profile size in described first order hole is less than the hole cross section profile size in hole, the described second level; The pile crown of hole, the described second level and hollow pile is suitable, and with when described pile cover body is placed on described pile crown, described pile crown can stretch into and be placed in hole, the described second level; Described pile cover body is also provided with the syndeton for stretching in described hollow pile inner chamber.The utility model embodiment effectively raises the constant intensity of pile cover body and hollow pile, ensure that workmanship.
Description
Technical field
The utility model relates to a kind of building unit technical field, particularly relates to a kind of composite foundation Prefabricated hollow pile pile cover.
Background technology
Current China speedway, railway, town road pile foundation change from some traditional pile-type such as broken stone pile, agitation pile, high-pressure rotary-sprays to the prefabricated pile-type such as prestressed concrete pipe pile, hollow pile.Prefabricated pile-type has larger advantage from cost and efficiency, can reduction of erection time greatly, but after adopting prefabricated pile-type, the making of pile cover need be carried out in the later stage, and in prior art, mostly adopt the mode of site prefabrication pile cover, cause inefficiency, and difficult quality guarantee, follow-up curing time is long, limits the advantage that preformed pile substitutes traditional pile-type.
In addition, structurally also there are some defects in pile cover of the prior art, causes and adopt existing pile cover well can not ensure workmanship, and and be not suitable for the environment being applied in composite foundation.Therefore, need to provide a kind of composite foundation Prefabricated hollow pile pile cover that effectively can ensure the new structure of workmanship.
Utility model content
In view of the above problems, the utility model is proposed so that provide a kind of composite foundation Prefabricated hollow pile pile cover overcoming the problems referred to above or solve the problem at least in part, to ensure workmanship.
Provide a kind of composite foundation Prefabricated hollow pile pile cover according to the utility model, comprising: reinforced mesh is placed in the pile cover body that concrete is built; Wherein,
Described reinforced mesh is the meshed net structure of tool that many reinforcing bar cross welds are formed;
Described pile cover body offers the shoulder hole of through described pile cover body;
Described shoulder hole comprises the first order hole being in described pile cover body top and the hole, the second level being in described pile cover body bottom;
The hole cross section profile size in described first order hole is less than the hole cross section profile size in hole, the described second level;
The pile crown of hole, the described second level and hollow pile is suitable, and with when described pile cover body is placed on described pile crown, described pile crown can stretch into and be placed in hole, the described second level;
Described pile cover body is also provided with the syndeton for stretching in described hollow pile inner chamber.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein, described syndeton comprises the first supporting plate and pre-the first reinforcing bar on described pile cover body; Wherein,
One end of described first reinforcing bar is in described pile cover body;
The other end of described first reinforcing bar passes from the hole wall in described first order hole or passes from the top, hole in hole, the described second level and stretch into the inner chamber of described hollow pile, and the end of the other end of described first reinforcing bar is connected with described first supporting plate.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein, the quantity of described first reinforcing bar is more than or equal to 2, and multiple described first reinforcing bar is along the uniform setting in periphery of described first supporting plate.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein, the top of one end of described first reinforcing bar is more than or equal to (1/6) h apart from the distance of the end face of described pile cover body, and wherein, h is the thickness of described pile cover body.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein,
The bar diameter of described first reinforcing bar is more than or equal to 4mm, and the thickness of described first supporting plate is more than or equal to 0.5mm.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein,
The end of the other end of described first reinforcing bar is connected with described first supporting plate by welding procedure.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein, described syndeton comprises the second supporting plate, preformed hole and the second reinforcing bar, wherein,
Described preformed hole is arranged on the hole wall in described first order hole;
One end of described second reinforcing bar is bent to form bending head, and described bending head scribbles concrete structure glue and inserts in described preformed hole fixing;
The other end of described second reinforcing bar bends to described hollow pile and stretches in the inner chamber of described hollow pile, and the end of the other end of described second reinforcing bar is connected with described second supporting plate.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein, the quantity of described second reinforcing bar is more than or equal to 2, the quantity of described preformed hole is equal with the quantity of described second reinforcing bar, and multiple described second reinforcing bar is along the uniform setting in periphery of described second supporting plate.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein, the position that described preformed hole is arranged on the hole wall in described first order hole is more than or equal to (1/6) h apart from the distance of the end face of described pile cover body, and wherein, h is the thickness of described pile cover body.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein, the bar diameter of described second reinforcing bar is more than or equal to 4mm, and the thickness of described second supporting plate is more than or equal to 0.5mm.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein, the diameter of described preformed hole is more than or equal to 4mm.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, also comprises suspension ring; Wherein, the anchor pin of described suspension ring is imbedded in described pile cover body.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein, described suspension ring are bent to form by suspension ring reinforcing bar; The anchor pin length of embedment of described suspension ring is more than or equal to the described suspension ring bar diameter of 10 times.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein, the quantity of described suspension ring is even number, and suspension ring described in even number are symmetricly set on described pile cover body.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, described pile cover body is cuboid shape; Wherein,
In six surfaces of the described pile cover body of cuboid shape, at least bottom surface and end face are square;
The through described bottom surface of described shoulder hole and described end face;
The axially bored line of described shoulder hole runs through the square center point of described bottom surface and described end face.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein, the thickness of described pile cover body is more than or equal to 15cm;
The described bottom surface that the height in described first order hole is less than or equal to 1/2 is to the distance of described end face;
The described bottom surface that the height in hole, the described second level is more than or equal to 1/2 is to the distance of described end face.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein, the square length of side of described bottom surface and described end face is more than or equal to the maximum outer profile size of the described pile crown of 1.5 times.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein, described first order hole is cylindrical hole, and the inner chamber of described hollow pile is cylindrical hole; Accordingly, the diameter in described first order hole meets:
d
1＝d
2±50mm
Wherein, d
1for the diameter in first order hole, d
2for the intracavity diameter of described hollow pile.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein, described reinforced mesh is in the top of described pile cover body, described reinforced mesh is more than or equal to (1/6) h apart from the distance of the end face of described pile cover body, and wherein, h is the thickness of described pile cover body.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein, the diameter of the reinforcing bar in described reinforced mesh is more than or equal to 4mm.
Optionally, aforesaid composite foundation Prefabricated hollow pile pile cover, wherein, described reinforced mesh comprises many perpendicular steel bars arranged in parallel and many horizontal steel bars arranged in parallel are welded in crosspoint;
Described reinforced mesh corresponds to the mesh at described first order hole or hole site place, the described second level, size is in the horizontal and vertical directions greater than the size of hole cross section profile on described horizontal and vertical direction in described first order hole or hole, the described second level respectively.
By technique scheme, the technical scheme that the utility model embodiment provides at least has following advantages:
The technical scheme that the utility model embodiment provides by arranging the intensity that reinforced mesh effectively can improve pile cover body self in pile cover body; By offering shoulder hole on described pile cover body, wherein, the hole cross section profile size being in the first order hole of top is less than the hole cross section profile size in the hole, the second level being in below, make hollow pile pile crown can insert in hole, the second level, and do not expose from first order hole, pour concreting into by first order hole, contribute to the constant intensity improving pile cover body and hollow pile; Again by be arranged on pile cover body and to stretch into the syndeton of hollow pile inner chamber, further improve the constant intensity of pile cover body and hollow pile.It can thus be appreciated that the technical scheme that the utility model embodiment provides effectively raises the constant intensity of pile cover body and hollow pile, ensure that workmanship, and preparation is simple, can significantly improve on-the-spot operating efficiency.
Above-mentioned explanation is only the general introduction of technical solutions of the utility model, in order to better understand technological means of the present utility model, and can be implemented according to the content of manual, coordinates accompanying drawing to be described in detail as follows below with preferred embodiment of the present utility model.
Accompanying drawing explanation
By reading hereafter detailed description of the preferred embodiment, various other advantage and benefit will become cheer and bright for those of ordinary skill in the art.Accompanying drawing only for illustrating the object of preferred embodiment, and is not thought restriction of the present utility model.And in whole accompanying drawing, represent identical parts by identical reference symbol.In the accompanying drawings:
Fig. 1 shows a kind of structural representation realized of the composite foundation Prefabricated hollow pile pile cover that the utility model embodiment one provides;
Fig. 2 shows a kind of axle side schematic diagram realized of the composite foundation Prefabricated hollow pile pile cover that the utility model embodiment one provides;
The structural representation that the another kind that Fig. 3 shows the composite foundation Prefabricated hollow pile pile cover that the utility model embodiment one provides realizes;
The axle side schematic diagram that the another kind that Fig. 4 shows the composite foundation Prefabricated hollow pile pile cover that the utility model embodiment one provides realizes;
Fig. 5 shows the structural representation of reinforced mesh in the composite foundation Prefabricated hollow pile pile cover that the utility model embodiment one provides;
Fig. 6 shows the schematic flow sheet of the fixing means of the composite foundation Prefabricated hollow pile pile cover that the utility model embodiment two provides.
Detailed description of the invention
For making the object of the utility model embodiment, technical scheme and advantage clearly, below in conjunction with the accompanying drawing in the utility model embodiment, technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
As shown in Fig. 1 ~ 5, the structural representation of the composite foundation Prefabricated hollow pile pile cover that the utility model embodiment one provides.Fig. 1 ~ 4 show the structural representation of described composite foundation Prefabricated hollow pile pile cover.Fig. 5 shows the structural representation of reinforced mesh.As shown in figs. 1 and 3, the described composite foundation Prefabricated hollow pile pile cover that this enforcement provides comprises: reinforced mesh 2 is placed in the pile cover body 1 that concrete is built.Wherein, as shown in Figure 5, described reinforced mesh 2 is the meshed net structure of tool that many reinforcing bar cross welds are formed.As shown in Figure 2 and Figure 4, described pile cover body 1 offers the shoulder hole 3 of through described pile cover body.Described shoulder hole 3 comprises the first order hole 31 being in described pile cover body 1 top and the hole, the second level 32 being in described pile cover body 1 bottom.The hole cross section profile size in described first order hole 31 is less than the hole cross section profile size in hole, the described second level 32.Wherein, when described first order hole and hole, the described second level are cylindrical hole, described hole cross section profile size is bore dia; When described first order hole and hole, the described second level are polygonal hole (such as, being quadrilateral hole, hexagonal hole etc.), described hole cross section profile size comprises the size on the corresponding each limit of polygon.In the present embodiment " the hole cross section profile size in described first order hole 31 is less than the hole cross section profile size in hole, the described second level 32 " can be regarded as: the length on each limit, cross section, shape changeable hole in described first order hole is less than the length on the corresponding each limit of polygon in hole, the described second level respectively.Such as, first order hole and hole, the second level are rectangular opening, cross section, hole is rectangle, then the length in the rectangular opening cross section in described first order hole is less than the length in the rectangular opening cross section in hole, the described second level, and the wide of rectangular opening cross section in first order hole is less than the wide of the rectangular opening cross section in hole, the described second level.Certainly, the first order hole described in the present embodiment also can not be identical with the cross section, hole in hole, the described second level, and such as, first order hole is cylindrical hole, and hole, the second level is square hole.Now, in the present embodiment, " the hole cross section profile size in described first order hole 31 is less than the hole cross section profile size in hole, the described second level 32 " can be regarded as: the hole cross section profile size in any direction in described first order hole is all less than the size of the hole cross section profile in hole, the second level.The object that the utility model embodiment is done like this is to not expose from the first order hole when allowing hollow pile pile crown insert in hole, the second level.Hole, the described second level 32 is suitable with the pile crown of described hollow pile 4, and with when described pile cover body 1 is placed on described pile crown, described pile crown can stretch into and be placed in hole, the described second level 32.Described pile cover body 1 is also established the syndeton 5 for stretching in described hollow pile 4 inner chamber.
The technical scheme that the present embodiment provides by arranging the intensity that reinforced mesh effectively can improve pile cover body self in pile cover body; By offering shoulder hole on described pile cover body, wherein, the hole cross section profile size being in the first order hole of top is less than the hole cross section profile size in the hole, the second level being in below, make hollow pile pile crown can insert in hole, the second level, and do not expose from first order hole, pour concreting into by first order hole, contribute to the constant intensity improving pile cover body and hollow pile; Again by be arranged on pile cover body and to stretch into the syndeton of hollow pile inner chamber, further improve the constant intensity of pile cover body and hollow pile.It can thus be appreciated that the technical scheme that the present embodiment provides effectively raises the constant intensity of pile cover body and hollow pile, ensure that workmanship, and preparation is simple, can significantly improve on-the-spot operating efficiency.
Here it should be noted that, the described syndeton in above-described embodiment can adopt the following two kinds structure to realize.Concrete:
The first realizes structure
As shown in Figure 1, described syndeton comprises the first supporting plate 53 and pre-the first reinforcing bar 54 on described pile cover body 1.Wherein, one end of described first reinforcing bar 54 is in pile cover body 1, the other end of described first reinforcing bar 54 can pass (not shown) from the hole wall in described first order hole 31 or pass (as shown in Figure 1) from the Kong Dingchu in hole, the second level 32 and stretch into the inner chamber of described hollow pile 4, and the end of the other end of described first reinforcing bar 54 is connected with described first supporting plate 53.When the other end of described first reinforcing bar passes from the hole wall in described first order hole, the aperture d in the first order hole of pile cover body 1
1can with the diameter d of the inner chamber of described hollow pile 4
2equal or close; When the other end of described first reinforcing bar 54 passes from the Kong Dingchu in hole, the second level 32, as shown in Figure 1, the aperture d in the first order hole 31 of pile cover body 1
1the diameter d of the inner chamber of described hollow pile 4 can be less than
2.
Here it should be explained that, the first above-mentioned reinforcing bar 54 refers in advance on described pile cover body 1: when pile cover body 1 is built shaping, in the concreting just placed equally in advance with described reinforced mesh 2, after concrete setting, reinforced mesh 2 and the first reinforcing bar 54 are just fixed on has built in shaping pile cover body 1.
This first realize in structure, the quantity of described first reinforcing bar 54 can be more than or equal to 2, and multiple described first reinforcing bar 54 is along the uniform setting in periphery of described first supporting plate 53.Optionally, the top of one end of described first reinforcing bar 54 can be more than or equal to (1/6) h apart from the distance D1 of the end face of described pile cover body 1, and wherein, h is the thickness of described pile cover body 1.Such as, the thickness of pile cover body 1 is 30cm, then the top of one end of the first reinforcing bar 54 is not less than 5cm apart from the distance of the end face of described pile cover body 1.Certainly in actual applications, the top of one end of described first reinforcing bar 54 also can be less than (1/6) h apart from the distance D1 of the end face of described pile cover body 1, concrete can need to determine according to the Intensity Design of reality, and the utility model embodiment does not do concrete restriction to this.The bar diameter of described first reinforcing bar 54 can be more than or equal to 4mm, and the thickness of described first supporting plate 53 can be more than or equal to 0.5mm.The end of the other end of described first reinforcing bar 54 is connected with described first supporting plate 53 by welding procedure, and wherein, described first reinforcing bar 54 and the weld length of described first supporting plate 53 can be greater than the diameter of described first reinforcing bar 54 of 5 times.In the specific implementation, the material at described pile crown top can be metal, and the place that the inner chamber putting in pile crown of described first reinforcing bar is relative with the metallic member of pile crown is fixed by the mode of welding.
The second realizes structure
As shown in Figure 3, described syndeton comprises the second supporting plate 51, preformed hole (not shown) and the second reinforcing bar 52.Wherein, described preformed hole is arranged on the hole wall in described first order hole 31; One end of described second reinforcing bar 52 is bent to form bending head, and described bending head scribbles concrete structure glue and inserts in described preformed hole fixing; The other end of described second reinforcing bar 52 bends to hollow pile and stretches in the inner chamber of described hollow pile 4, and the end of the other end of described second reinforcing bar 52 is connected with described second supporting plate 51.
This second realizes in structure, and the quantity of described second reinforcing bar 52 is more than or equal to 2, and the quantity of described preformed hole is equal with the quantity of described second reinforcing bar 52, and multiple described second reinforcing bar 52 is along the uniform setting in periphery of described second supporting plate 51.The position that described preformed hole is arranged on the hole wall in described first order hole 31 is more than or equal to (1/6) h apart from the distance D1 of the end face of described pile cover body 1, and wherein, h is the thickness of described pile cover body 1.The bar diameter of described second reinforcing bar is more than or equal to 4mm, and the thickness of described second supporting plate is more than or equal to 0.5mm.The diameter of described preformed hole is more than or equal to 4mm.In the specific implementation, the aperture of described preformed hole can be identical with the diameter of the second reinforcing bar, or the aperture of described preformed hole is slightly larger than the diameter of the second reinforcing bar.
Here it should be noted that, as can be seen from Fig. 1 and Fig. 3 we: in Fig. 1, to stretch into the length that the length in the inner chamber of hollow pile stretches in the inner chamber of hollow pile than the second reinforcing bar 52 in Fig. 3 short for the first reinforcing bar 54, its reason is: if pre-the first reinforcing bar 54 on pile cover body also adopts the length of the second reinforcing bar 52 in Fig. 3 in Fig. 1, can be long because of the length of the first prefabricated reinforcing bar 54, and be inconvenient to be inserted in the inner chamber of hollow pile 4; And can be placed on after on described pile crown at pile cover body 1 when adopting the second to realize structure, then stretch into first order hole 31 and the bending head of the second longer for length reinforcing bar 52 is coated concrete structure glue and to insert in described preformed hole fixing.
Further, as shown in figures 1 and 3, based on the described composite foundation Prefabricated hollow pile pile cover that above-described embodiment provides, also suspension ring 6 can be comprised.Wherein, the anchor pin of described suspension ring 6 is imbedded in described pile cover body 1.Suspension ring also in advance in described pile cover body 1, namely just can be inserted concrete setting position, after concrete setting by described suspension ring 6 in the process of concreting.In the specific implementation, described suspension ring can be bent to form by suspension ring reinforcing bar; The anchor pin length of embedment of described suspension ring is more than or equal to the described suspension ring bar diameter of 10 times.
Further, the quantity of described suspension ring 6 is even number, and suspension ring described in even number are symmetricly set on described pile cover body.Such as, the quantity of described suspension ring is 2 or 4; When quantity is 2 time, 2 described suspension ring can be symmetricly set on the two ends of described pile cover body, and with when boom hoisting lifts by crane described pile cover body by suspension ring, pile cover physical efficiency keeps balance to be easy to be placed on the pile crown of hollow pile, is unlikely to crooked.
Further, as shown in Figure 4, described pile cover body 1 is cuboid shape.Wherein, in six surfaces of the described pile cover body 1 of cuboid shape, at least bottom surface 11 and end face 12 are square; The through described bottom surface 11 of described shoulder hole 3 and described end face 12; The axially bored line of described shoulder hole 3 runs through the square center point of described bottom surface 11 and described end face 12.Certainly, the bottom surface of the pile cover body described in the present embodiment and end face can be also other shapes, as rectangle, hexagon etc.; The embodiment of the present invention does not do concrete restriction to this.
In the specific implementation, the thickness h of described pile cover body 1 is more than or equal to 15cm; The described bottom surface that the height H 1 in described first order hole is less than or equal to 1/2 is to the distance h of described end face; The described bottom surface that the height H 2 in hole, the described second level is more than or equal to 1/2 is to the distance h of described end face.Such as, the thickness of pile cover body is 30cm; When described syndeton adopts the first to realize structure, the height H 1 in described first order hole is chosen as 10cm as shown in Figure 2, and the height H 2 in hole, the described second level is chosen as 20cm; When described syndeton adopts the second to realize structure, the height H 1 in described first order hole is chosen as 20cm as shown in Figure 4, and the height H 2 in hole, the described second level is chosen as 10cm.
Further, in order to better ensure workmanship, as shown in figures 1 and 3, the square length of side L of described bottom surface and described end face is more than or equal to the maximum outer profile size of the described pile crown of 1.5 times.As shown in the figure, when described pile crown is cylindrical pile, the square length of side L of described bottom surface and described end face is more than or equal to the outer diameter D 2 of the described pile crown of 1.5 times.Concrete, when the first order hole described in the present embodiment is cylindrical hole, when the inner chamber of described hollow pile is cylindrical hole, the diameter d in described first order hole 31
1meet:
d
1＝d
2±50mm
Wherein, d
1for the diameter in first order hole, d
2for the intracavity diameter of described hollow pile.
Further, as shown in figures 1 and 3, the described reinforced mesh 2 in above-described embodiment can be in the top of described pile cover body 1, and described reinforced mesh 2 is more than or equal to (1/6) h apart from the distance D1 of the end face of described pile cover body 1, wherein, h is the thickness of described pile cover body 1.
In the specific implementation, the diameter of the reinforcing bar in described reinforced mesh can select the reinforcing bar being more than or equal to 4mm.As shown in Figure 5, described reinforced mesh comprises many perpendicular steel bars arranged in parallel and many horizontal steel bars arranged in parallel are welded in crosspoint; Mediate in described reinforced mesh row mesh transversely direction on size be greater than other row mesh in described size in a lateral direction; Mediate in described reinforced mesh a row mesh vertically direction on size be greater than other row's size of mesh in described vertical direction.Such as, as shown in Figure 5, reinforced mesh is intersected by 10 perpendicular steel bars arranged in parallel and 10 horizontal steel bars arranged in parallel and is welded in crosspoint.Wherein, the spacing from left to right between several 5th article of perpendicular steel bar and the 6th article of perpendicular steel bar is 18cm; Remaining the 1st article and the 2nd article, the 2nd article and the 3rd article, the 3rd article and the 4th article, the 4th article and the 5th article, the 6th article and the 7th article, the 7th article and the 8th article, the 8th article and the 9th article and the spacing between the 9th article and the 10th article are 14cm.Spacing from the top down between several 5th article of horizontal steel bar and the 6th article of horizontal steel bar is 18cm; Remaining is the same no longer enumerates herein, and the spacing between all the other two adjacent horizontal steel bars is 14cm.As shown in Figure 5, the outermost edge of described reinforced mesh can be 5cm to the distance of the outermost edge of described pile cover body.In the specific implementation, ensure the continuous of horizontal steel bar and perpendicular steel bar, described reinforced mesh corresponds to the mesh at described first order hole or hole site place, the described second level, size is in the horizontal and vertical directions greater than the size of hole cross section profile on described horizontal and vertical direction in described first order hole or hole, the described second level respectively.As shown in Figure 5, the mesh being in center on reinforced mesh is greater than the aperture in first order hole or hole, the second level, and the horizontal steel bar like this near first order hole or hole, the second level and perpendicular steel bar just can be avoided blocking, and keeps continuously.
As shown in Figure 6, the schematic flow sheet of the fixing means of composite foundation Prefabricated hollow pile pile cover that provides of the utility model embodiment two.The described method that the present embodiment provides is that the composite foundation Prefabricated hollow pile pile cover provided based on above-described embodiment realizes.Concrete, the method described in the present embodiment two, comprising:
Step 101, hollow pile is stretched into underground, and the pile crown of described hollow pile is basseted.
Wherein, described hollow pile is the structure with hollow cavity, as pipe or square tube etc.The length that the pile crown of described hollow pile bassets can at about 20cm, as 20cm, 21cm or 19cm etc.Concrete, the length that the pile crown of described hollow pile bassets can at 20cm ± 50mm.
Step 102, prefabricated composite foundation Prefabricated hollow pile pile cover to be placed on described hollow pile, and pile crown is extend in hole, the described second level.
Wherein, as illustrated in fig. 1 and 2, the described composite foundation Prefabricated hollow pile pile cover that this enforcement provides comprises: reinforced mesh 2 is placed in the pile cover body 1 that concrete is built.Wherein, as shown in Figure 5, described reinforced mesh 2 is the meshed net structure of tool that many reinforcing bar cross welds are formed.As shown in Figure 3 and Figure 4, described pile cover body 1 offers the shoulder hole 3 of through described pile cover body.Described shoulder hole 3 comprises the first order hole 31 being in described pile cover body 1 top and the hole, the second level 32 being in described pile cover body 1 bottom.The hole cross section profile size in described first order hole 31 is less than the hole cross section profile size in hole, the described second level 32.Hole, the described second level 32 is suitable with the pile crown of described hollow pile 4, and with when described pile cover body 1 is placed on described pile crown, described pile crown can stretch into and be placed in hole, the described second level 32.Described pile cover body 1 is also established the syndeton 5 for stretching in described hollow pile 4 inner chamber.
Here it should be noted that: the composite foundation Prefabricated hollow pile pile cover that the composite foundation Prefabricated hollow pile pile cover described in the present embodiment can directly adopt above-described embodiment one to provide, the concrete structure that realizes see the related content in above-described embodiment, can repeat no more herein.
Step 103, described syndeton to be stretched in the hollow cavity of described hollow pile.
When described syndeton adopts the first to realize structure, namely described syndeton comprises the first supporting plate and pre-the first reinforcing bar on described pile cover body, and this step can be adopted and be realized with the following method:
Be placed on described hollow pile by prefabricated composite foundation Prefabricated hollow pile pile cover, and pile crown is stretched into after in hole, the described second level, the first reinforcing bar and the first supporting plate enter in the hollow cavity of hollow pile thereupon.
When described syndeton adopts the second to realize structure, namely described syndeton comprises the second supporting plate, preformed hole and the second reinforcing bar, and this step can be adopted and be realized with the following method:
One end of step S1, described second reinforcing bar is bent to form bending head.
Wherein, the bending head formed after bending can be 90 degree with the second reinforcing bar.
Step S2, on described bending head, coat concrete structure glue after insert from described first order hole and be inserted in described preformed hole.
Step S3, being bent by the other end of described second reinforcing bar and stretch in the hollow cavity of described hollow pile to described hollow pile, wherein, the other end of described second reinforcing bar is connected with described second supporting plate.
Step S4, after described bending head and described preformed hole are fixing by described concrete structure glue, then from described first order hole to the hollow cavity placing of concrete of described hollow pile.
Step 104, from described first order hole to the hollow cavity placing of concrete of described hollow pile, by the concrete that solidifies and the hollow cavity that stretches into described hollow pile and the described syndeton being placed in described concrete makes described hollow pile be connected as a whole with described composite foundation Prefabricated hollow pile pile cover.
Wherein, described concrete intensity is more than or equal to C25.Here it should be noted that: the concrete that the concreting that the pile cover body of composite foundation Prefabricated hollow pile pile cover adopts can use with above-mentioned steps is identical.Wherein, C25 concrete strength refers to that characteristic value of cubic concrete compressive strength is 25MPa.
The technical scheme that the present embodiment provides by arranging the intensity that reinforced mesh effectively can improve pile cover body self in pile cover body; By offering shoulder hole on described pile cover body, wherein, the hole cross section profile size being in the first order hole of top is less than the hole cross section profile size in the hole, the second level being in below, make hollow pile pile crown can insert in hole, the second level, and do not expose from first order hole, pour concreting into by first order hole, contribute to the constant intensity improving pile cover body and hollow pile; Again by be arranged on pile cover body and to stretch into the syndeton of hollow pile inner chamber, further improve the constant intensity of pile cover body and hollow pile.It can thus be appreciated that the technical scheme that the present embodiment provides effectively raises the constant intensity of pile cover body and hollow pile, ensure that workmanship, and preparation is simple, can significantly improve on-the-spot operating efficiency.
It should be noted that: for aforesaid each embodiment of the method, in order to simple description, therefore it is all expressed as a series of combination of actions, but those skilled in the art should know, the utility model is not by the restriction of described sequence of movement, because according to the utility model, some step can adopt other orders or carry out simultaneously.Secondly, those skilled in the art also should know, the embodiment described in manual all belongs to preferred embodiment, and involved action and module might not be that the utility model is necessary.
In the above-described embodiments, the description of each embodiment is all emphasized particularly on different fields, in certain embodiment, there is no the part described in detail, can see the associated description of other embodiments.
Be understandable that, the correlated characteristic in said method and switch can reference mutually.In addition, " first ", " second " in above-described embodiment etc. are for distinguishing each embodiment, and do not represent the quality of each embodiment.
In manual provided herein, describe a large amount of detail.But can understand, embodiment of the present utility model can be put into practice when not having these details.In some instances, be not shown specifically known method, structure and technology, so that not fuzzy understanding of this description.
Similarly, be to be understood that, in order to simplify the disclosure and to help to understand in each utility model aspect one or more, in the description above to exemplary embodiment of the present utility model, each feature of the present utility model is grouped together in single embodiment, figure or the description to it sometimes.But, the method for the disclosure should be construed to the following intention of reflection: namely the utility model required for protection requires feature more more than the feature clearly recorded in each claim.Or rather, as claims below reflect, all features of disclosed single embodiment before utility model aspect is to be less than.Therefore, the claims following detailed description of the invention are incorporated to this detailed description of the invention thus clearly, and wherein each claim itself is as independent embodiment of the present utility model.
In addition, those skilled in the art can understand, although embodiments more described herein to comprise in other embodiment some included feature instead of further feature, the combination of the feature of different embodiment means and to be within scope of the present utility model and to form different embodiments.Such as, in the following claims, the one of any of embodiment required for protection can use with arbitrary combination.
It should be noted that above-described embodiment is described the utility model instead of limits the utility model, and those skilled in the art can design alternative embodiment when not departing from the scope of claims.In the claims, any reference symbol between bracket should be configured to limitations on claims.Word " comprises " not to be got rid of existence and does not arrange element in the claims or step.Word "a" or "an" before being positioned at element is not got rid of and be there is multiple such element.The utility model can by means of including the hardware of some different elements and realizing by means of the computer of suitably programming.In the unit claim listing some devices, several in these devices can be carry out imbody by same hardware branch.Word first, second and third-class use do not represent any order.Can be title by these word explanations.
Claims (21)
1. a composite foundation Prefabricated hollow pile pile cover, is characterized in that, comprising: reinforced mesh is placed in the pile cover body that concrete is built; Wherein,
Described reinforced mesh is the meshed net structure of tool that many reinforcing bar cross welds are formed;
Described pile cover body offers the shoulder hole of through described pile cover body;
Described shoulder hole comprises the first order hole being in described pile cover body top and the hole, the second level being in described pile cover body bottom;
The hole cross section profile size in described first order hole is less than the hole cross section profile size in hole, the described second level;
The pile crown of hole, the described second level and hollow pile is suitable, and with when described pile cover body is placed on described pile crown, described pile crown can stretch into and be placed in hole, the described second level;
Described pile cover body is also provided with the syndeton for stretching in described hollow pile inner chamber.
2. composite foundation Prefabricated hollow pile pile cover according to claim 1, is characterized in that, described syndeton comprises the first supporting plate and pre-the first reinforcing bar on described pile cover body; Wherein,
One end of described first reinforcing bar is in described pile cover body;
The other end of described first reinforcing bar passes from the hole wall in described first order hole or passes from the top, hole in hole, the described second level and stretch into the inner chamber of described hollow pile, and the end of the other end of described first reinforcing bar is connected with described first supporting plate.
3. composite foundation Prefabricated hollow pile pile cover according to claim 2, is characterized in that, the quantity of described first reinforcing bar is more than or equal to 2, and multiple described first reinforcing bar is along the uniform setting in periphery of described first supporting plate.
4. composite foundation Prefabricated hollow pile pile cover according to claim 2, is characterized in that, the top of one end of described first reinforcing bar is more than or equal to (1/6) h apart from the distance of the end face of described pile cover body, and wherein, h is the thickness of described pile cover body.
5. the Prefabricated hollow pile pile cover of the composite foundation according to any one of claim 2 ~ 4, is characterized in that,
The bar diameter of described first reinforcing bar is more than or equal to 4mm, and the thickness of described first supporting plate is more than or equal to 0.5mm.
6. the Prefabricated hollow pile pile cover of the composite foundation according to any one of claim 2 ~ 4, is characterized in that,
The end of the other end of described first reinforcing bar is connected with described first supporting plate by welding procedure.
7. composite foundation Prefabricated hollow pile pile cover according to claim 1, is characterized in that, described syndeton comprises the second supporting plate, preformed hole and the second reinforcing bar, wherein,
Described preformed hole is arranged on the hole wall in described first order hole;
One end of described second reinforcing bar is bent to form bending head, and described bending head scribbles concrete structure glue and inserts in described preformed hole fixing;
The other end of described second reinforcing bar bends to described hollow pile and stretches in the inner chamber of described hollow pile, and the end of the other end of described second reinforcing bar is connected with described second supporting plate.
8. composite foundation Prefabricated hollow pile pile cover according to claim 7, it is characterized in that, the quantity of described second reinforcing bar is more than or equal to 2, and the quantity of described preformed hole is equal with the quantity of described second reinforcing bar, and multiple described second reinforcing bar is along the uniform setting in periphery of described second supporting plate.
9. composite foundation Prefabricated hollow pile pile cover according to claim 7, is characterized in that,
The position that described preformed hole is arranged on the hole wall in described first order hole is more than or equal to (1/6) h apart from the distance of the end face of described pile cover body, and wherein, h is the thickness of described pile cover body.
10. the Prefabricated hollow pile pile cover of the composite foundation according to any one of claim 7 ~ 9, is characterized in that,
The bar diameter of described second reinforcing bar is more than or equal to 4mm, and the thickness of described second supporting plate is more than or equal to 0.5mm.
11. composite foundation Prefabricated hollow pile pile covers according to any one of claim 7 ~ 9, is characterized in that,
The diameter of described preformed hole is more than or equal to 4mm.
12. composite foundation Prefabricated hollow pile pile covers according to claim 1,2 or 7, is characterized in that, also comprise suspension ring; Wherein,
The anchor pin of described suspension ring is imbedded in described pile cover body.
13. composite foundation Prefabricated hollow pile pile covers according to claim 12, is characterized in that,
Described suspension ring are bent to form by suspension ring reinforcing bar;
The anchor pin length of embedment of described suspension ring is more than or equal to the described suspension ring bar diameter of 10 times.
14. composite foundation Prefabricated hollow pile pile covers according to claim 12, it is characterized in that, the quantity of described suspension ring is even number, and suspension ring described in even number are symmetricly set on described pile cover body.
15. composite foundation Prefabricated hollow pile pile covers according to claim 1,2 or 7, it is characterized in that, described pile cover body is cuboid shape; Wherein,
In six surfaces of the described pile cover body of cuboid shape, at least bottom surface and end face are square;
The through described bottom surface of described shoulder hole and described end face;
The axially bored line of described shoulder hole runs through the square center point of described bottom surface and described end face.
16. composite foundation Prefabricated hollow pile pile covers according to claim 15, it is characterized in that, the thickness of described pile cover body is more than or equal to 15cm;
The described bottom surface that the height in described first order hole is less than or equal to 1/2 is to the distance of described end face;
The described bottom surface that the height in hole, the described second level is more than or equal to 1/2 is to the distance of described end face.
17. composite foundation Prefabricated hollow pile pile covers according to claim 15, is characterized in that, the square length of side of described bottom surface and described end face is more than or equal to the maximum outer profile size of the described pile crown of 1.5 times.
18. composite foundation Prefabricated hollow pile pile covers according to any one of claim 1,2 or 7, it is characterized in that, described first order hole is cylindrical hole, and the inner chamber of described hollow pile is cylindrical hole; Accordingly, the diameter in described first order hole meets:
d
1＝d
2±50mm
Wherein, d1 is the diameter in first order hole, and d2 is the intracavity diameter of described hollow pile.
19. composite foundation Prefabricated hollow pile pile covers according to claim 1,2 or 7, it is characterized in that, described reinforced mesh is in the top of described pile cover body, described reinforced mesh is more than or equal to (1/6) h apart from the distance of the end face of described pile cover body, wherein, h is the thickness of described pile cover body.
20. composite foundation Prefabricated hollow pile pile covers according to claim 1,2 or 7, it is characterized in that, the diameter of the reinforcing bar in described reinforced mesh is more than or equal to 4mm.
21. composite foundation Prefabricated hollow pile pile covers according to claim 1,2 or 7, is characterized in that, described reinforced mesh comprises many perpendicular steel bars arranged in parallel and many horizontal steel bars arranged in parallel are welded in crosspoint;
Described reinforced mesh corresponds to the mesh at described first order hole or hole site place, the described second level, size is in the horizontal and vertical directions greater than the size of hole cross section profile on described horizontal and vertical direction in described first order hole or hole, the described second level respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520154403.1U CN204530673U (en) | 2015-03-18 | 2015-03-18 | Composite foundation Prefabricated hollow pile pile cover |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520154403.1U CN204530673U (en) | 2015-03-18 | 2015-03-18 | Composite foundation Prefabricated hollow pile pile cover |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204530673U true CN204530673U (en) | 2015-08-05 |
Family
ID=53744696
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520154403.1U Withdrawn - After Issue CN204530673U (en) | 2015-03-18 | 2015-03-18 | Composite foundation Prefabricated hollow pile pile cover |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204530673U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104695424A (en) * | 2015-03-18 | 2015-06-10 | 烟台建华管桩有限公司 | Prefabricated hollow pile cap for composite foundation and fixing method thereof |
| CN113216211A (en) * | 2021-05-21 | 2021-08-06 | 广东三和管桩股份有限公司 | Combined support pile and construction method thereof |
-
2015
- 2015-03-18 CN CN201520154403.1U patent/CN204530673U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104695424A (en) * | 2015-03-18 | 2015-06-10 | 烟台建华管桩有限公司 | Prefabricated hollow pile cap for composite foundation and fixing method thereof |
| CN104695424B (en) * | 2015-03-18 | 2016-08-31 | 建华建材（莱阳）有限公司 | Composite foundation Prefabricated hollow pile pile cover and fixing means thereof |
| CN113216211A (en) * | 2021-05-21 | 2021-08-06 | 广东三和管桩股份有限公司 | Combined support pile and construction method thereof |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: 265200 Shandong city of Laiyang province muyudian town Daming Village Patentee after: Jianhua building materials (Laiyang) Co. Ltd. Address before: Laiyang City, Shandong province 265200 muyudian town Daming village in Yantai City Patentee before: Yantai Jianhua Concrete Pile Co.,Ltd. |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20150805 Effective date of abandoning: 20160831 |
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| C25 | Abandonment of patent right or utility model to avoid double patenting |