CN207109801U - A kind of pretensioned prestressing centrifugal forming rectangle support pile - Google Patents

A kind of pretensioned prestressing centrifugal forming rectangle support pile Download PDF

Info

Publication number
CN207109801U
CN207109801U CN201721079992.7U CN201721079992U CN207109801U CN 207109801 U CN207109801 U CN 207109801U CN 201721079992 U CN201721079992 U CN 201721079992U CN 207109801 U CN207109801 U CN 207109801U
Authority
CN
China
Prior art keywords
support pile
wearing layer
concrete column
centrifugal forming
rectangle support
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.)
Active
Application number
CN201721079992.7U
Other languages
Chinese (zh)
Inventor
刘永超
崔凤祥
苏永刚
刘洁
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TIANJIN JIANCHENG JIYE GROUP CO Ltd
Original Assignee
TIANJIN JIANCHENG JIYE GROUP CO Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by TIANJIN JIANCHENG JIYE GROUP CO Ltd filed Critical TIANJIN JIANCHENG JIYE GROUP CO Ltd
Priority to CN201721079992.7U priority Critical patent/CN207109801U/en
Application granted granted Critical
Publication of CN207109801U publication Critical patent/CN207109801U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model discloses a kind of pretensioned prestressing centrifugal forming rectangle support pile, its structure includes:Mating holes, quoit, concrete column, reinforced hole, new bracing piece, bearing holes, connecting hole, metal derby, coordinating block, rubber blanket, wearing layer, memory metal layer, fixed block, wearing layer is located at the lateral surface and being integrated with structure of memory metal layer, rubber blanket is movably arranged on the rear and front end of wearing layer upper surface, fixed block is located at the rear surface of wearing layer and is secured to connect, wearing layer is flexibly connected with reinforced hole, after a kind of pretensioned prestressing centrifugal forming rectangle support pile of the utility model sets up new bracing piece, it can reach and support pile is automatically adjusted when bearing lateral thrust during micro-strain, and can be more firm in assembling, so that the increased purpose of the service life of support pile.

Description

A kind of pretensioned prestressing centrifugal forming rectangle support pile
Technical field
The utility model is a kind of pretensioned prestressing centrifugal forming rectangle support pile, belongs to support pile field.
Background technology
Support pile, the support system being made up of the H steel of spacing 2-3 rice, is primarily subjected to the stake of lateral thrust, is generally used for Pattern foundation pit supporting structure, slope retaining and landslide control, horizontal earth pressure or Thrust of Landslide are born, the general basis than bearing vertical force Stake needs higher arrangement of reinforcement, is also often used together with anchor pole.
Prior art discloses Application No.:201420198832.4 a kind of binodal rectangle support pile with groove, bag Include epimere stake and hypomere stake, it is characterized in that epimere stake and hypomere stake at least one side are longitudinally provided with groove, the lower end of epimere stake with The upper end of hypomere stake is provided with breach, and epimere stake is reversely docked in indentation, there with hypomere stake and joined together, is set on rectangle support pile Putting groove can effectively be combined with the soil cement of mixing pile, and globality improves, two section stakes of reverse pile extension, convenience in transport and pile sinking, Arrangement of reinforcement is saved, but prior art can not enable support pile to be automatically adjusted when bearing lateral thrust during micro-strain, and Can not be more firm in assembling, so as to which the service life of support pile can not be caused to increase.
Utility model content
In view of the deficienciess of the prior art, the utility model purpose is to provide a kind of pretensioned prestressing centrifugal forming square Shape support pile, to solve that support pile can not be enabled to automatically adjust during micro-strain when bearing lateral thrust, and assembling Shi Wufa is more firm, so that the problem of can not causing the service life increase of support pile.
To achieve these goals, the utility model is to realize by the following technical solutions:A kind of pre-tensioning system in advance should Power centrifugal forming rectangle support pile, its structure include:Mating holes, quoit, concrete column, reinforced hole, new bracing piece, carrying Hole, connecting hole, metal derby, coordinating block, the metal derby are located at the preceding surface of concrete column and are secured to connect, the reinforced hole Located at four corners on the preceding surface of metal derby, the new bracing piece is located at the medial surface of reinforced hole and is matched therewith, described Connecting hole is located at the preceding surface of metal derby in " loop configuration " row rib, and the quoit is fixedly mounted on the lateral surface of concrete column, The bearing holes are located at the medial surface and being integrated with structure of concrete column.
The new bracing piece is provided with rubber blanket, wearing layer, memory metal layer, fixed block, and the wearing layer is positioned at memory The lateral surface of metal level and being integrated with structure, the rubber blanket are movably arranged on the rear and front end of wearing layer upper surface, The fixed block is located at the rear surface of wearing layer and is secured to connect, and the wearing layer is flexibly connected with reinforced hole.
Further, the coordinating block is located on the surface of left and right two of concrete column and being integrated with structure.
Further, the mating holes is located at the upper surface of concrete column and on concrete column.
Further, the mating holes is located at the upper surface of concrete column and on concrete column.
Further, the mating holes is mutually perpendicular to coordinating block.
Further, the mating holes is mutually perpendicular to coordinating block.
Further, the metal derby is made of metal material.
Beneficial effect
After a kind of pretensioned prestressing centrifugal forming rectangle support pile of the utility model sets up new bracing piece, Ke Yida To enabling support pile to be automatically adjusted when bearing lateral thrust during micro-strain, and can be more firm in assembling, So that the increased purpose of the service life of support pile.
Brief description of the drawings
By reading the detailed description made with reference to the following drawings to non-limiting example, other spies of the present utility model Sign, objects and advantages will become more apparent upon:
Fig. 1 is a kind of structural representation of pretensioned prestressing centrifugal forming rectangle support pile of the utility model.
Fig. 2 is the structural representation of the new bracing piece of the utility model.
In figure:Mating holes -1, quoit -2, concrete column -3, reinforced hole -4, new bracing piece -5, bearing holes -6, connection Hole -7, metal derby -8, coordinating block -9, rubber blanket -501, wearing layer -502, memory metal layer -503, fixed block -504.
Embodiment
Technological means, creation characteristic, reached purpose and effect to realize the utility model are easy to understand, below With reference to embodiment, the utility model is expanded on further.
Fig. 1-Fig. 2 is referred to, the utility model provides a kind of pretensioned prestressing centrifugal forming rectangle support pile, its structure Including:Mating holes 1, quoit 2, concrete column 3, reinforced hole 4, new bracing piece 5, bearing holes 6, connecting hole 7, metal derby 8, cooperation Block 9, the metal derby 8 are located at the preceding surface of concrete column 3 and are secured to connect, and the reinforced hole 4 is located at 8 preceding surface of metal derby Four corners, the new bracing piece 5 is located at the medial surface of reinforced hole 4 and is matched therewith, and the connecting hole 7 is in " annular Structure " row's rib is located at the preceding surface of metal derby 8, and the quoit 2 is fixedly mounted on the lateral surface of concrete column 3, the bearing holes 6 Positioned at the medial surface and being integrated with structure of concrete column 3.
The new bracing piece 5 is provided with rubber blanket 501, wearing layer 502, memory metal layer 503, fixed block 504, described resistance to Mill layer 502 is located at the lateral surface and being integrated with structure of memory metal layer 503, and the rubber blanket 501 is movably arranged on resistance to The rear and front end of the upper surface of layer 502 is ground, the fixed block 504 is located at the rear surface of wearing layer 502 and is secured to connect, described Wearing layer 502 is flexibly connected with reinforced hole 4, and the coordinating block 9 is located on the surface of left and right two of concrete column 3 and being integrated with Structure, the mating holes 1 are located at the upper surface of concrete column 3 and on concrete columns 3, and the mating holes 1 is located at the upper of concrete column 3 Surface and on the concrete column 3, the mating holes 1 is mutually perpendicular to coordinating block 9, and the mating holes 1 is mutually vertical with coordinating block 9 Directly, the metal derby 8 is made of metal material.
Memory metal layer 503 on new bracing piece 5 described in the utility model is made of memory metal, memory metal With restoration, the device of micro-strain can be adjusted.
When using support pile, it is suitable so as to form first to be engaged the coordinating block 9 of the support pile of another with mating holes 1 Structure, at this moment toward the new bracing piece 5 of assembling in reinforced hole 4 because the memory metal layer 503 on new bracing piece 5 have it is multiple Originality, and bearing holes 6 can increase the load-carrying ability of support pile, and fixed block 504 and rubber blanket on new bracing piece 5 501 can prevent the body of rod from sliding, so as to reach enable support pile when bearing lateral thrust during micro-strain from Dynamic regulation, and can be more firm in assembling, so that the increased purpose of the service life of support pile.
Mating holes 1 of the present utility model, quoit 2, concrete column 3, reinforced hole 4, new bracing piece 5, bearing holes 6, connection Hole 7, metal derby 8, coordinating block 9, rubber blanket 501, wearing layer 502, memory metal layer 503, the part of fixed block 504 are general mark The part that quasi- part or those skilled in the art know, its structure and principle all can be learnt for this technology personnel by technical manual Or known by normal experiment method, the utility model solve the problems, such as be can not be so that support pile be micro- when bearing lateral thrust It can be automatically adjusted during small deformation, and can not be more firm in assembling, so as to which the service life of support pile can not be caused to increase The problem of adding, the utility model are combined with each other by above-mentioned part, can be reached so that support pile is when bearing lateral thrust It can be automatically adjusted during micro-strain, and can be more firm in assembling, so that the service life of support pile Increased purpose, it is described in detail below:
The wearing layer 502 is located at the lateral surface and being integrated with structure of memory metal layer 503, the rubber blanket 501 are movably arranged on the rear and front end of the upper surface of wearing layer 502, the fixed block 504 be located at the rear surface of wearing layer 502 and with It is fixedly connected, and the wearing layer 502 is flexibly connected with reinforced hole 4.
The advantages of general principle and principal character of the present utility model and the utility model has been shown and described above, for For those skilled in the art, it is clear that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and without departing substantially from this In the case of the spirit or essential attributes of utility model, the utility model can be realized in other specific forms.Therefore, no matter From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the utility model is by institute Attached claim rather than described above limit, it is intended that will fall in the implication and scope of the equivalency of claim All changes are included in the utility model.Any reference in claim should not be considered as to the involved right of limitation It is required that.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped Containing an independent technical scheme, this narrating mode of specification is only that those skilled in the art should for clarity Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art It is appreciated that other embodiment.

Claims (6)

1. a kind of pretensioned prestressing centrifugal forming rectangle support pile, its structure include:Mating holes (1), quoit (2), cement Post (3), reinforced hole (4), new bracing piece (5), bearing holes (6), connecting hole (7), metal derby (8), coordinating block (9), the gold Category block (8) is located at the preceding surface of concrete column (3) and is secured to connect, and the reinforced hole (4) is located at metal derby (8) preceding surface Four corners, the new bracing piece (5) are located at the medial surface of reinforced hole (4) and are matched therewith, and the connecting hole (7) is in " loop configuration " row rib is located at the preceding surface of metal derby (8), and the quoit (2) is fixedly mounted on the lateral surface of concrete column (3), The bearing holes (6) are located at the medial surface and being integrated with structure of concrete column (3), it is characterised in that:
The new bracing piece (5) is provided with rubber blanket (501), wearing layer (502), memory metal layer (503), fixed block (504), The wearing layer (502) is located at the lateral surface and being integrated with structure of memory metal layer (503), the rubber blanket (501) The rear and front end of wearing layer (502) upper surface is movably arranged on, the fixed block (504) is located at the rear surface of wearing layer (502) And be secured to connect, the wearing layer (502) is flexibly connected with reinforced hole (4).
A kind of 2. pretensioned prestressing centrifugal forming rectangle support pile according to claim 1, it is characterised in that:It is described to match somebody with somebody Conjunction block (9) is located on the surface of left and right two of concrete column (3) and being integrated with structure.
A kind of 3. pretensioned prestressing centrifugal forming rectangle support pile according to claim 1, it is characterised in that:It is described to match somebody with somebody Close hole (1) and be located at the upper surface of concrete column (3) and on concrete column (3).
A kind of 4. pretensioned prestressing centrifugal forming rectangle support pile according to claim 1, it is characterised in that:It is described new Type bracing piece (5) is located at the medial surface of reinforced hole (4) and uses gap to coordinate with it.
A kind of 5. pretensioned prestressing centrifugal forming rectangle support pile according to claim 1, it is characterised in that:It is described to match somebody with somebody Hole (1) is closed to be mutually perpendicular to coordinating block (9).
A kind of 6. pretensioned prestressing centrifugal forming rectangle support pile according to claim 1, it is characterised in that:It is described resistance to Mill layer (502) is mutually perpendicular to fixed block (504).
CN201721079992.7U 2017-08-25 2017-08-25 A kind of pretensioned prestressing centrifugal forming rectangle support pile Active CN207109801U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721079992.7U CN207109801U (en) 2017-08-25 2017-08-25 A kind of pretensioned prestressing centrifugal forming rectangle support pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721079992.7U CN207109801U (en) 2017-08-25 2017-08-25 A kind of pretensioned prestressing centrifugal forming rectangle support pile

Publications (1)

Publication Number Publication Date
CN207109801U true CN207109801U (en) 2018-03-16

Family

ID=61570873

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721079992.7U Active CN207109801U (en) 2017-08-25 2017-08-25 A kind of pretensioned prestressing centrifugal forming rectangle support pile

Country Status (1)

Country Link
CN (1) CN207109801U (en)

Similar Documents

Publication Publication Date Title
CN206768834U (en) A kind of deep basal pit combined support structure
CN201598642U (en) Double-row pile foundation pit support structure
CN204238224U (en) A kind of inclined-plane anchoring self-locking list voussoir bracing members movable end
CN107893425B (en) Construction method of anchoring structure of steel pipe composite pile and bearing platform
CN205205833U (en) Soil nail and stock combined type double row pile underground structure
CN203855970U (en) Assembly type foundation pit supporting double-row hollow pile structure
CN103469808A (en) Offshore wind turbine foundation integrating concrete caisson and jacket
CN205935236U (en) From square steel tube concrete frame column base node that restores to throne
CN110565658A (en) Double-row bottom-expanding long-short combined anti-slide pile for slope support
CN207109801U (en) A kind of pretensioned prestressing centrifugal forming rectangle support pile
CN104389317A (en) Ultralarge-sized oblique single-pile foundation structure of large-span arch bridge
CN207363604U (en) A kind of portion of tunnel side anchor cable rig auxiliary stand
CN104790421A (en) Variable rigidity energy consumption type joint for connecting tubular pile head with bearing platform
CN104264703A (en) Miniature vertical and inclined combined pile for power transmission tower
CN208105276U (en) A kind of support system of active control foundation pit displacement
CN107476316B (en) Building foundation pit internal and external support structure and construction method
CN203361183U (en) Power transmission tower foundation
CN105926637B (en) Prestress supporting system for protecting existing subway and design
CN201144425Y (en) Mini pile tower foundation
CN104818729A (en) Common foundation for transformation of large and small tower cranes
CN108049394A (en) Wind power generating set mounting structure and its installation method
CN203768940U (en) Angle steel tower foundation of overhead power transmission line
CN212296390U (en) Large-scale super high karst cavity tunnel lattice formula prevents falling rocks structure
CN204185873U (en) The only pile foundation structure of large-span arch bridge ultra-large type tilting
CN204098058U (en) Miniature vertical and inclined combined pile for power transmission tower

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant