CN104164868A - Concave-convex support-engaged water-stopping pile - Google Patents
Concave-convex support-engaged water-stopping pile Download PDFInfo
- Publication number
- CN104164868A CN104164868A CN201410327431.9A CN201410327431A CN104164868A CN 104164868 A CN104164868 A CN 104164868A CN 201410327431 A CN201410327431 A CN 201410327431A CN 104164868 A CN104164868 A CN 104164868A
- Authority
- CN
- China
- Prior art keywords
- pile
- concave
- convex
- water
- seal
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a concave-convex support-engaged water-stopping pile. The concave-convex support-engaged water-stopping pile comprises a pile body and a pile tip. The pile tip is provided with anchor bars and construction bars. The pile body comprises an upper pile section, a middle pile section and a lower pile section. The top of the upper pile section is provided with a pile cap and construction bars. The lower end of the upper pile section is provided with anchor bars. The upper end of the middle pile section is provided with threaded anchor holes. The lower end of the middle pile section is provided with anchor bars. The upper end of the lower pile section is provided with threaded anchor holes. The lower end of the lower pile section is provided with the pile tip. The two sides of the concave-convex support-engaged water-stopping pile are respectively of a concave-convex shape. The concave-convex support-engaged water-stopping pile has the advantages that the bars are evenly distributed through a long-line pedestal to tension stress overall, the two sides of the support-engaged water-stopping pile are respectively of the concave-convex shape, and spiral stirrups are distributed on the two sides of the support-engaged water-stopping pile; as a result, production on the long-line pedestal can be carried out, labor and efforts are saved, the environment is protected, the productivity is high, product quality is good, the pile can form a tall and straight appearance beneficially, and the beauty and shock resistance are both good; the pile is especially suitable for stopping water in ports, wharfs and deep foundation pits, high in bearing capacity and resistant to collision.
Description
Technical field
The present invention relates to the realm of building construction, mainly refer to a kind of interlock water-seal pile and construction method thereof.
Background technology
In engineering construction field, along with being on the increase of high level, construction of super highrise building, in civil building engineering and Underground Engineering Excavation field, for in rivers estuary, a large amount of beach, district, groundwater table is higher, intensity is low, compressibilty is higher, the geology such as Muddy Bottoms opaque cohesive soil, a large amount of miscellaneous fill humus soils are Chinese medicine problems for large Support of Foundation Pit Excavation, sealing.Base pit engineering is an ancient tradition, puts the construction method that slope excavation and simple and easy timber are gone along with sb. to guard him, the needs of the Contemporary Architecture that is far from suitable construction, and its construction speed is slow, of poor quality, poor stability, cost is high, has noise, pollutes and weighs, waste goods, materials and equipments., in the supporting of subway engineering and highrise building foundation ditch, adopt hole-drilling interlocking pile at present at home and abroad more, though obtained successful experience, at excavation, supporting, how more to save, rapidly and efficiently, rationally in this problem, need to further study, inquire into.The drill-pouring concrete interlocking piles that adopt in current building excavation, support engineering more, although this interlocking pile can meet construction needs to a certain extent, but its difficulty of construction is larger, as many augers of need and a large amount of different bore steel sleeve, there is to very large restriction in stake footpath, the making of reinforcing cage more bothers, and very easily distortion, displacement.In concrete perfusion process, be difficult to control.Meanwhile, required time of concrete coagulation is longer, after interlocking pile pile, easily causes undergauge, spillage, reveals muscle, honeycomb, pitted skin, and main tendon protective layer thickness is difficult to guarantee, the verticality of interlocking pile does not reach designing requirement yet.Reinforcing cage very easily floats in fluid concrete, has a strong impact on workmanship.And in construction underground excavation field, supporting, the sealing of large foundation ditch, because construction speed is too slow, have a strong impact on whole construction work progress, make engineering not expectability complete, to enterprise, cause very large economic loss, affect the raising of Business Economic Benefit.
Summary of the invention
For solving the problems of the technologies described above, the invention provides following technical scheme:
Supporting concave-convex clutch water-seal pile, comprises pile body and pile top, and pile top is provided with dowel and structure muscle, and pile body comprises epimere stake, stage casing stake and hypomere stake, and the stake top of epimere stake is provided with pile cover and structure muscle, and the lower end of epimere stake is provided with dowel; The upper end of stage casing stake is provided with screw thread anchor hole, and the lower end of stage casing stake is provided with dowel; The upper end of hypomere stake is provided with screw thread anchor hole, and the hypomere of hypomere stake is provided with pile top; Dowel length is less than dowel jack degree of depth 15-25mm; The both sides of described concave-convex clutch water-seal pile are concave-convex; Described concave-convex clutch water-seal pile is solid or hollow, and pile body cross section is square or rectangle, and pile top is concrete or steel; Wherein, projection width is less than recess; Described concave-convex is respectively in symmetrical side or the sides adjacent of concave-convex clutch water-seal pile.
In the present invention, described concavo-convex, can be one or more in square, rectangle, trapezoidal or triangle, M shape or zigzag; Every at least one.
In the present invention, the pile body both sides of described concave-convex clutch water-seal pile are provided with convex-concave enterprise tenon, and charity reinforcing rib; Described concave-convex is provided with certain angle, and its enterprise's tenon is oblique.
In the present invention, dowel, distributing bar, pile top are with pile body moulding by casting, and concavo-convex position is provided with the impervious sealing anticorrosive concrete high pressure pouring conduit mouth that expands.
In the present invention, described concavo-convex water-seal pile also includes edge shape end plate, and described edge shape end plate is metal sheet, and there is the centre bore corresponding with described interlock water-seal pile size center, and the profile of edge shape end plate is the concave-convex identical with described interlock water-seal pile cross section; On described edge shape end plate along limit the anchor hole of one week even charity respective numbers; The reinforcing bar of described edge shape end plate lower end charity respective numbers, the quantity of described reinforcing bar is 3-5 layer, every layer can be 4.
In the present invention, described concavo-convex water-seal pile also includes pile crown plate, comprises base plate, surrounding at base plate is provided with some reinforced holes, and reinforced hole inner side is provided with pile extension anchor hole, and described base plate is concave-convex, the outer of described base plate is folding upwards, and the angle between described base plate and outer is 100-130 degree.
In the present invention, the cross section of described mould is the concave-convex identical with described interlock water-seal pile cross section.
In the present invention, described recess should be provided with protruding stake and support the use, and projection width is less than recess, projection length is less than recess; With or recess and establish equally reeded stake and support the use, and the recess thickness of the two is identical with length, wherein by the interlock of steel concrete sealing or drill-pouring interlock.
In the present invention, on described interlock water-seal pile, can be anchored or the mode such as Plate Welding is carried out pile extension by joint bar, extend pile body length.
The construction method of the interlocking pile in the present invention, first a lower end face of described interlock water-seal pile, screw thread anchor hole, lower end are anchored to rebar surface and clean up, accumulated water, dry anhydrous after, again described interlock water-seal pile is vertically steadily sling, then insert described interlock water-seal pile position, carry out leveling, vertical, piling construction; In work progress, adjust at any time the horizontal and vertical degree of supporting interlock water-seal pile, reach after standard-required, interlock water-seal pile pile sinking is completed; After pile sinking completes, by two interlock water-seal piles enterprise tenon mouths and gap leveling, vertical, sealing, grouting pipe place is cleaned out, expanding, water-tight concrete pressurization light beam, tenon mouth sealing is looked forward in tight sealing simultaneously.
Wherein, described supporting interlock water-seal pile pile sinking, while needing stake upper end far from ground 1-1.2 rice, first stake upper end is enclosed and pricked rigid plastics cloth along periphery, and colligation is firm, then at supporting interlock water-seal pile upper end pouring dioxygen resin structure glue, when glue is covered with after a top anchor hole, upper stake is vertically steadily sling, make dowel aim at lower piled anchor hole, steadily vertical insertion, leveling, vertical, check and meet after stake, pile sinking completes, and bides one's time curing.
Wherein, first, interlocking pile is vertically steadily sling; Then insert interlocking pile position, carry out leveling, vertical, piling construction, in pile driving process, adjust at any time the verticality of interlocking pile, pinpoint the problems and process in time, first interlocking pile pile sinking completed after reaching standard-required; After pile sinking completes, two interlocking piles, tongue and grooves are poured into, high efficiency composition microlith, mortar concrete tightly seal interlock, and tongue and groove carries out sealing.
[0011]interlock water-seal pile specification:
Above-mentioned specification, can, according to designing requirement, design production.
In the present invention, described supporting concave-convex clutch water-seal pile, be widely used in the pattern foundation pit supporting structure interlock sealing in civil building and Underground Engineering Excavation field, have huge development potentiality, interlocking pile campshed safeguards that overall performance is good, supporting intensity is large, sealing, impervious effective, do not need drilling construction, noiseless, friction, without drilling mud practice, construction plant crystallization, pile sinking supporting interlock water-seal pile, current techique is strong, easily control, be convenient to promote, construction safety, fast, to pile quality, can control preferably, improve pile capacity, and in pile body, implement the tight interlocks of form such as concavo-convex, form whole good continuous structure, and cost is low, construction speed is fast, sealing, impervious.Be applicable to air slacked lime stone surface, sand gravel layer and soft soil layer, the construction of deep foundation ditch enclosed structure especially best embodies superiority in the construction of water Soft Soil Layer.
Conventional supporting interlock water-seal pile is square, rectangular pile specification
The invention has the beneficial effects as follows: supporting interlock water-seal pile, adopt the even cloth muscle of long-line pedestal, integral tension stress, supporting interlock water-seal pile two sides is circular arc, and charity spiral stirrup.Can produce by long line platform, saving of labor, laborsaving, environmental protection, productivity ratio is high, and good product quality contributes to the profile that product formation is tall and straight, and aesthetic property and shock resistance are all good.Especially applicable port and pier, water seal for deep foundation pit, bearing capacity is strong, anti-collision.
Accompanying drawing explanation
Fig. 1 is supporting concave-convex clutch water-seal pile masterplate figure of the present invention;
Fig. 2-1st, supporting concave-convex clutch water-seal pile pile body schematic cross-section, wherein concavo-convex symmetry;
Fig. 2-2nd, supporting concave-convex clutch water-seal pile pile body schematic cross-section is wherein concavo-convex adjacent;
Fig. 3 is the arrangement of reinforcement schematic diagram of supporting concave-convex clutch water-seal pile;
Fig. 4-1st, supporting concave-convex clutch water-seal pile steel pile tip schematic diagram, wherein concavo-convex symmetry;
Fig. 4-2nd, supporting concave-convex clutch water-seal pile steel pile tip schematic diagram is wherein concavo-convex adjacent;
Fig. 5-1st, supporting concave-convex clutch water-seal pile steel pile tip AA schematic diagram, wherein concavo-convex symmetry;
Fig. 5-2nd, supporting concave-convex clutch water-seal pile steel pile tip AA schematic diagram is wherein concavo-convex adjacent;
Fig. 6 is the arrangement of reinforcement schematic diagram of hypomere stake;
Fig. 7 is the arrangement of reinforcement schematic diagram of epimere stake;
Fig. 8 is the mode host visual pattern of supporting concave-convex clutch water-seal pile, wherein concavo-convex symmetrical;
Fig. 9 is the mode host visual pattern of supporting concave-convex clutch water-seal pile, wherein concavo-convex adjacent;
Figure 10 is pile crown plate top view;
Figure 11 is pile crown plate front elevation drawing;
Figure 12 is pile crown plate right view;
Figure 13 is the top view of edge shape end plate;
Figure 14 is concavo-convex cooperation schematic diagram;
Figure 15 is tabular concavo-convex cooperation schematic diagram;
Figure 16 is the pile body schematic cross-section of interlock water-seal pile; Wherein one side concave-concave, biconvex, two sides is symmetrical;
Figure 17 is the pile body schematic cross-section of interlock water-seal pile; Wherein one side concave-concave, biconvex, two sides is adjacent.
Wherein, 1 is anchor hole; 2 for being anchored muscle; 3 is dowel; 4 is anchor hole; 5 is structure muscle; 6 is back-grouting hole; 7 is Bower Anchor muscle; 8 is main muscle jack.
The specific embodiment
embodiment 1
Prestressing force supporting concave-convex clutch water-seal pile, comprises pile body and pile top, and pile top is provided with dowel and structure muscle, and pile body comprises epimere stake, stage casing stake and hypomere stake, and the stake top of epimere stake is provided with pile cover and structure muscle, and the lower end of epimere stake is provided with dowel; The upper end of stage casing stake is provided with screw thread anchor hole, and the lower end of stage casing stake is provided with dowel; The upper end of hypomere stake is provided with screw thread anchor hole, and the hypomere of hypomere stake is provided with pile top; The both sides of described concave-convex clutch water-seal pile are concave-convex; Described concave-convex clutch water-seal pile is solid, and pile body cross section is square.Pile body both sides are provided with convex-concave enterprise tenon, and charity reinforcing rib.Described concave-convex is provided with certain angle, and its enterprise's tenon is oblique.Described concave-convex is respectively in the symmetrical side of concave-convex clutch water-seal pile.Pile top is concrete.Dowel length is less than dowel jack degree of depth 20mm; Dowel, distributing bar, pile top are with pile body moulding by casting, and concavo-convex position is provided with the impervious sealing anticorrosive concrete high pressure pouring conduit mouth that expands.Projection width is less than recess.
Edge shape end plate, described edge shape end plate is metal sheet, and there is the centre bore corresponding with described interlock water-seal pile size center, and the profile of edge shape end plate is the concave-convex identical with described interlock water-seal pile cross section; On described edge shape end plate along limit the anchor hole of one week even charity respective numbers; The reinforcing bar of described edge shape end plate lower end charity respective numbers, the quantity of described reinforcing bar is 3 layers, every layer can be 4.
Pile crown plate, comprises base plate, in the surrounding of base plate, is provided with some reinforced holes, and reinforced hole inner side is provided with pile extension anchor hole, and described base plate is concave-convex, and the outer of described base plate is folding upwards, and the angle between described base plate and outer is 100 degree.
Described in the mould of supporting concave-convex clutch water-seal pile, the cross section of mould is the concave-convex identical with described interlock water-seal pile cross section.
On described interlock water-seal pile, by joint bar, be anchored and carry out pile extension, extend pile body length.
Described recess should be provided with protruding stake and support the use, and projection width is less than recess, projection length is less than recess.
The construction method of supporting concave-convex clutch water-seal pile, first a lower end face of described interlock water-seal pile, screw thread anchor hole, lower end are anchored to rebar surface and clean up, accumulated water, dry anhydrous after, again described interlock water-seal pile is vertically steadily sling, then insert described interlock water-seal pile position, carry out leveling, vertical, piling construction; In work progress, adjust at any time the horizontal and vertical degree of supporting interlock water-seal pile, reach after standard-required, interlock water-seal pile pile sinking is completed; After pile sinking completes, by two interlock water-seal piles enterprise tenon mouths and gap leveling, vertical, sealing, grouting pipe place is cleaned out, expanding, water-tight concrete pressurization light beam, tenon mouth sealing is looked forward in tight sealing simultaneously.
Described supporting interlock water-seal pile pile sinking, need stake upper end, first stake upper end is enclosed and pricked rigid plastics cloth along periphery, and colligation to be firm 1 meter time far from ground, then at supporting interlock water-seal pile upper end pouring dioxygen resin structure glue, when glue is covered with after a top anchor hole, upper stake is vertically steadily sling, and makes dowel aim at lower piled anchor hole, steadily vertical insertion, leveling, vertical, inspection meets after stake, and pile sinking completes, and bides one's time curing.
Embodiment 2
Supporting concave-convex clutch water-seal pile, comprises pile body and pile top, and pile top is provided with dowel and structure muscle, and pile body comprises epimere stake, stage casing stake and hypomere stake, and the stake top of epimere stake is provided with steel pile cover and structure muscle, and the lower end of epimere stake is provided with dowel; The upper end of stage casing stake is provided with screw thread anchor hole, and the lower end of stage casing stake is provided with dowel; The upper end of hypomere stake is provided with screw thread anchor hole, and the hypomere of hypomere stake is provided with pile top; The both sides of described concave-convex clutch water-seal pile are concave-convex; Described concave-convex clutch water-seal pile is hollow, and pile body cross section is rectangle.The pile body both sides of described concave-convex clutch water-seal pile are provided with convex-concave enterprise tenon, and charity reinforcing rib.Described concave-convex is provided with certain angle, and its enterprise's tenon is oblique.Described concave-convex is respectively in the sides adjacent of concave-convex clutch water-seal pile.Pile top is steel.Dowel length is less than dowel jack degree of depth 23mm; Dowel, distributing bar, pile top are with pile body moulding by casting, and concavo-convex position is provided with the impervious sealing High Pressure Reinforced Concrete perfusion cannula mouth that expands.Projection width is less than recess.
Also include edge shape end plate, described edge shape end plate is metal sheet, and there is the centre bore corresponding with described interlock water-seal pile size center, and the profile of edge shape end plate is transversal with described interlock water-seal pile---the concave-convex that-face is identical; On described edge shape end plate along limit the anchor hole of one week even charity respective numbers; The reinforcing bar of described edge shape end plate lower end charity respective numbers, the quantity of described reinforcing bar is 5 layers, every layer can be 5.
Described concavo-convex water-seal pile also includes pile crown plate, comprises base plate, in the surrounding of base plate, is provided with some reinforced holes, reinforced hole inner side is provided with pile extension anchor hole, described base plate is concave-convex, and the outer of described base plate is folding upwards, and the angle between described base plate and outer is 130 degree.
The cross section of described mould is the concave-convex identical with described interlock water-seal pile cross section.
On described interlock water-seal pile, by Plate Welding, carry out pile extension, extend pile body length.
Described recess should be provided with protruding stake and support the use, and projection width is less than recess, projection length is less than recess; Support the use with establishing equally reeded stake with recess, and the recess thickness of the two is identical with length, wherein by the interlock of steel concrete sealing or drill-pouring interlock.
Construction method, first a lower end face of described interlock water-seal pile, screw thread anchor hole, lower end are anchored to rebar surface and clean up, accumulated water, dry anhydrous after, more described interlock water-seal pile is vertically steadily sling, then insert described interlock water-seal pile position, carry out leveling, vertical, piling construction; In work progress, adjust at any time the horizontal and vertical degree of supporting interlock water-seal pile, reach after standard-required, interlock water-seal pile pile sinking is completed; After pile sinking completes, by two interlock water-seal piles enterprise tenon mouths and gap leveling, vertical, sealing, grouting pipe place is cleaned out, expanding, water-tight concrete pressurization light beam, tenon mouth sealing is looked forward in tight sealing simultaneously.
Wherein, described supporting interlock water-seal pile pile sinking, needs stake upper end far from ground 1.2 meters time, first stake upper end is enclosed and pricked rigid plastics cloth along periphery, and colligation is firm, then at supporting interlock water-seal pile upper end pouring dioxygen resin structure glue, when glue is covered with after a top anchor hole, upper stake is vertically steadily sling, make dowel aim at lower piled anchor hole, steadily vertical insertion, leveling, vertical, check and meet after stake, pile sinking completes, and bides one's time curing.
Wherein, first, interlocking pile is vertically steadily sling; Then insert interlocking pile position, carry out leveling, vertical, piling construction, in pile driving process, adjust at any time the verticality of interlocking pile, pinpoint the problems and process in time, first interlocking pile pile sinking completed after reaching standard-required; After pile sinking completes, two interlocking piles, tongue and grooves are poured into, high efficiency composition microlith, mortar concrete tightly seal interlock, and tongue and groove carries out sealing.
The above; it is only the preferably specific embodiment of the present invention; but protection scope of the present invention is not limited to this; anyly be familiar with those skilled in the art in the technical scope that the present invention discloses; according to technical scheme of the present invention and inventive concept thereof, be equal to replacement or changed, within all should being encompassed in protection scope of the present invention.
Claims (9)
1. supporting concave-convex clutch water-seal pile, is characterized in that, comprises pile body and pile top, and pile top is provided with dowel and structure muscle, and pile body comprises epimere stake, stage casing stake and hypomere stake, and the stake top of epimere stake is provided with pile cover and structure muscle, and the lower end of epimere stake is provided with dowel; The upper end of stage casing stake is provided with screw thread anchor hole, and the lower end of stage casing stake is provided with dowel; The upper end of hypomere stake is provided with screw thread anchor hole, and the hypomere of hypomere stake is provided with pile top; Dowel length is less than dowel jack degree of depth 15-25mm; The both sides of described concave-convex clutch water-seal pile are concave-convex; Described concave-convex clutch water-seal pile is solid or hollow, and pile body cross section is square or rectangle, and pile top is concrete or steel; Wherein, projection width is less than recess; Described concave-convex is respectively in symmetrical side or the sides adjacent of concave-convex clutch water-seal pile.
2. supporting concave-convex clutch water-seal pile as claimed in claim 1, is characterized in that, described concavo-convex, can be one or more in square, rectangle, trapezoidal or triangle, M shape or zigzag; Every at least one.
3. supporting concave-convex clutch water-seal pile according to claim 1, is characterized in that: the pile body both sides of described concave-convex clutch water-seal pile are provided with convex-concave enterprise tenon, and charity reinforcing rib; Described concave-convex is provided with certain angle, and its enterprise's tenon is oblique.
4. supporting concave-convex clutch water-seal pile according to claim 1, is characterized in that: dowel, distributing bar, pile top are with pile body moulding by casting, and concavo-convex position is provided with the impervious sealing anticorrosive concrete high pressure pouring conduit mouth that expands.
5. supporting concave-convex clutch water-seal pile according to claim 1, it is characterized in that: described concavo-convex water-seal pile also includes edge shape end plate, described edge shape end plate is metal sheet, there is the centre bore corresponding with described interlock water-seal pile size center, and the profile of edge shape end plate is the concave-convex identical with described interlock water-seal pile cross section; On described edge shape end plate along limit the anchor hole of one week even charity respective numbers; The reinforcing bar of described edge shape end plate lower end charity respective numbers, the quantity of described reinforcing bar is 3-5 layer, every layer can be 4.
6. supporting concave-convex clutch water-seal pile according to claim 1, it is characterized in that: described concavo-convex water-seal pile also includes pile crown plate, comprise base plate, surrounding at base plate is provided with some reinforced holes, reinforced hole inner side is provided with pile extension anchor hole, described base plate is concave-convex, and the outer of described base plate is folding upwards, and the angle between described base plate and outer is 100-130 degree.
7. the mould of supporting concave-convex clutch water-seal pile according to claim 1, is characterized in that: the cross section of described mould is the concave-convex identical with described interlock water-seal pile cross section.
8. supporting concave-convex clutch water-seal pile according to claim 1, is characterized in that: described recess should be provided with protruding stake and support the use, and projection width is less than recess, projection length is less than recess; With or recess and establish equally reeded stake and support the use, and the recess thickness of the two is identical with length, wherein by the interlock of steel concrete sealing or drill-pouring interlock.
9. supporting concave-convex clutch water-seal pile according to claim 1, is characterized in that: on described interlock water-seal pile, can be anchored or the mode such as Plate Welding is carried out pile extension by joint bar, extend pile body length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410327431.9A CN104164868A (en) | 2014-07-10 | 2014-07-10 | Concave-convex support-engaged water-stopping pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410327431.9A CN104164868A (en) | 2014-07-10 | 2014-07-10 | Concave-convex support-engaged water-stopping pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104164868A true CN104164868A (en) | 2014-11-26 |
Family
ID=51908841
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410327431.9A Pending CN104164868A (en) | 2014-07-10 | 2014-07-10 | Concave-convex support-engaged water-stopping pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104164868A (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421424A (en) * | 2015-12-31 | 2016-03-23 | 叶连国 | Semi-circular inserting-buckle device for pi-shaped piles and rectangular piles |
| CN105464082A (en) * | 2015-12-31 | 2016-04-06 | 吕文娥 | Connection pile mixing drill machine |
| CN105464094A (en) * | 2015-12-31 | 2016-04-06 | 吕文娥 | Wedge shackled X-shaped pile forming machine |
| CN105464093A (en) * | 2015-12-31 | 2016-04-06 | 吕文娥 | Wedge shackled X-shaped pile forming machine |
| CN105484254A (en) * | 2015-12-31 | 2016-04-13 | 吕文娥 | Semicircular inserting opening n-shaped pile stirring drilling machine |
| CN105544521A (en) * | 2015-12-31 | 2016-05-04 | 刘玉秋 | Round rabbet-locking X-shaped pile forming machine |
| CN105568991A (en) * | 2015-12-31 | 2016-05-11 | 刘玉秋 | Pile forming machine for round X-shaped opening locking piles |
| CN105586917A (en) * | 2016-02-22 | 2016-05-18 | 宗琪 | Circular-arc buckling equipment for circular piles and pi-shaped piles |
| CN105586918A (en) * | 2016-02-22 | 2016-05-18 | 宗琪 | Circular-arc inserting-buckling equipment for circular piles and pi-shaped piles |
| CN105625306A (en) * | 2015-12-31 | 2016-06-01 | 卢兴耐 | Circular plugging-buckling X pile stirring and drilling machine |
| CN105696567A (en) * | 2016-02-28 | 2016-06-22 | 宗琪 | Inserting-connecting device for square piles and pi-shaped piles |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0329381Y2 (en) * | 1986-05-28 | 1991-06-24 | ||
| CN101942832A (en) * | 2010-06-07 | 2011-01-12 | 大连大金马基础建设有限公司 | Full prestressed concrete integrated root solid square pile with steel pile tip and manufacturing method thereof |
| CN103437343A (en) * | 2013-08-22 | 2013-12-11 | 大连大金马基础建设有限公司 | Full pre-stressing solid square pile end board |
| CN103726488A (en) * | 2012-10-11 | 2014-04-16 | 上海中技桩业股份有限公司 | Pi-shaped concrete pile |
| CN203559419U (en) * | 2013-11-01 | 2014-04-23 | 中淳高科桩业股份有限公司 | Prestressed concrete precast pile |
-
2014
- 2014-07-10 CN CN201410327431.9A patent/CN104164868A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0329381Y2 (en) * | 1986-05-28 | 1991-06-24 | ||
| CN101942832A (en) * | 2010-06-07 | 2011-01-12 | 大连大金马基础建设有限公司 | Full prestressed concrete integrated root solid square pile with steel pile tip and manufacturing method thereof |
| CN103726488A (en) * | 2012-10-11 | 2014-04-16 | 上海中技桩业股份有限公司 | Pi-shaped concrete pile |
| CN103437343A (en) * | 2013-08-22 | 2013-12-11 | 大连大金马基础建设有限公司 | Full pre-stressing solid square pile end board |
| CN203559419U (en) * | 2013-11-01 | 2014-04-23 | 中淳高科桩业股份有限公司 | Prestressed concrete precast pile |
Non-Patent Citations (2)
| Title |
|---|
| 周述发: "《建筑与装饰工程概预算》", 31 March 1997, 武汉工业大学出版社 * |
| 王立信: "《建筑安装工程施工技术资料编审手册（修订版）》", 31 January 1996, 河北科学技术出版社 * |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421424A (en) * | 2015-12-31 | 2016-03-23 | 叶连国 | Semi-circular inserting-buckle device for pi-shaped piles and rectangular piles |
| CN105464082A (en) * | 2015-12-31 | 2016-04-06 | 吕文娥 | Connection pile mixing drill machine |
| CN105464094A (en) * | 2015-12-31 | 2016-04-06 | 吕文娥 | Wedge shackled X-shaped pile forming machine |
| CN105464093A (en) * | 2015-12-31 | 2016-04-06 | 吕文娥 | Wedge shackled X-shaped pile forming machine |
| CN105484254A (en) * | 2015-12-31 | 2016-04-13 | 吕文娥 | Semicircular inserting opening n-shaped pile stirring drilling machine |
| CN105544521A (en) * | 2015-12-31 | 2016-05-04 | 刘玉秋 | Round rabbet-locking X-shaped pile forming machine |
| CN105568991A (en) * | 2015-12-31 | 2016-05-11 | 刘玉秋 | Pile forming machine for round X-shaped opening locking piles |
| CN105625306A (en) * | 2015-12-31 | 2016-06-01 | 卢兴耐 | Circular plugging-buckling X pile stirring and drilling machine |
| CN105586917A (en) * | 2016-02-22 | 2016-05-18 | 宗琪 | Circular-arc buckling equipment for circular piles and pi-shaped piles |
| CN105586918A (en) * | 2016-02-22 | 2016-05-18 | 宗琪 | Circular-arc inserting-buckling equipment for circular piles and pi-shaped piles |
| CN105696567A (en) * | 2016-02-28 | 2016-06-22 | 宗琪 | Inserting-connecting device for square piles and pi-shaped piles |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104164868A (en) | Concave-convex support-engaged water-stopping pile | |
| CN203603105U (en) | Wall plate type ecological retaining wall bank protection structure | |
| CN1837512B (en) | Combined cofferdam of steel slab pile and steel pipe pile an method for manufacturing the same | |
| CN103422501B (en) | Anti-floating anchor rod structure in sand seam geology and construction method thereof | |
| CN205242424U (en) | Brick child mode structure of soft soil area superelevation pile foundation cushion cap | |
| CN202323865U (en) | Novel revetment combined structure | |
| CN107059856A (en) | The ecology stake of pretensioning prestressed concrete porous hollow and its construction method | |
| CN104153350A (en) | Octagonal meshed water-stopping rectangular pile of support | |
| CN104164871B (en) | The constructional method of the two recessed occlusion water-seal pile of supporting | |
| CN205653804U (en) | Slope assembled warp self -adaptation protection skeleton | |
| CN104179170A (en) | Supporting and protecting double-convex and single-concave occluded water stopping pile | |
| CN104234037A (en) | Octagonal secant water-stop square pile for supporting | |
| CN204282295U (en) | Pile formula case cylinder breakwater structure | |
| CN108316237B (en) | Revetment retaining wall | |
| CN207062958U (en) | A kind of deep basal pit complexity some support combining structure | |
| CN104164867A (en) | Special-shaped support-engaged water-stopping pile | |
| CN205062744U (en) | Half gravity type two -stage view anti -flood wall on half cantilever | |
| CN104234036B (en) | Supporting circular arc occlusion water-seal pile | |
| CN209703541U (en) | The tamper dentiform pile of superior performance | |
| CN104164866B (en) | The constructional method of the two convex occlusion water-seal pile of recessed list of supporting | |
| CN208219559U (en) | Works water outlet temporary blocking device | |
| CN103711144B (en) | Alkali-resistant greening variable-inclination-angle type mutually-embedded retaining wall block and construction method for mutually-embedded retaining wall | |
| CN104153351B (en) | Supporting biconvex semicircle is engaged water-seal pile | |
| CN104164870A (en) | Biconvex support-engaged water-stopping pile | |
| CN104164872A (en) | Biconcave semicircular support-engaged water-stopping pile |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20141126 |