CN105696547A - Carbon fiber film precast pile - Google Patents

Carbon fiber film precast pile Download PDF

Info

Publication number
CN105696547A
CN105696547A CN201610154372.9A CN201610154372A CN105696547A CN 105696547 A CN105696547 A CN 105696547A CN 201610154372 A CN201610154372 A CN 201610154372A CN 105696547 A CN105696547 A CN 105696547A
Authority
CN
China
Prior art keywords
pile
carbon
fiber film
carbon fiber
prefabricated
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
Application number
CN201610154372.9A
Other languages
Chinese (zh)
Inventor
肖红俊
张宏其
钱圣
钱于军
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201610154372.9A priority Critical patent/CN105696547A/en
Publication of CN105696547A publication Critical patent/CN105696547A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/24Prefabricated piles
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties

Abstract

The invention discloses a carbon fiber film precast pile. Carbon fiber sheets or carbon fiber plates are adhered to one side or the whole body of a common precast pile or a precast support pile; and carbon fiber sheets or carbon fiber plates are longitudinally adhered to one side or the whole body of the outer surface of the precast pile or the precast support pile. The carbon fiber film precast pile provided by the invention is reasonable in structure and convenient to use, flexural stiffness of the support pile and anti-deforming capability of an envelope structure of a foundation pit can be improved greatly, and cross section types of the precast pile and adhesion modes of carbon fiber films can be flexibly selected according to requirements of load-carrying properties of the envelope structure of the foundation pit.

Description

Carbon-fiber film prefabricated pile
Technical field
The present invention relates to the support pile of a kind of base pit engineering, particularly relate to a kind of carbon-fiber film prefabricated pile。
Background technology
In foundation ditch suspended wall retaining design, prefabricated pile is because its speed of application is fast, construction technology is simple, cost is low, horizontal layout is flexible, the advantages such as environmental effect is little are increasingly being application。But it is compared with non-driving into type campshed, except having soil compaction effect, the support system that also arrives because bending rigidity is less deformation is excessive, have impact on the further application in foundation pit system of this pile-type。Carbon fiber has advantage corrosion-resistant, ageing-resistant, fatigue proof, has been widely used in the structural strengthening reinforcement of the infrastructure bending resistances such as work China Democratic National Construction Association, bridge, water conservancy, member in shear memory。The tensile strength (7-10 times for steel) that carbon fiber is remarkable, it is pasted on the tensile region of bending resistance component (beam, support pile), the bending rigidity of bending resistance component (beam, support pile) can be greatly enhanced, substantially reduce the amount of deflection of bending resistance component (beam, support pile)。The present invention relates to a kind of carbon-fiber film prefabricated pile。
Summary of the invention
The technical problem to be solved is to provide one and meets foundation pit enclosure structure load-carrying properties requirement, rational in infrastructure, easy to use, and the more conventional prefabricated pile of load-carrying properties is high, the compound carbon-fiber film prefabricated pile that the more conventional prefabricated pile of overall cost is low。
The present invention solves that above-mentioned technical problem employed technical scheme comprise that a kind of carbon-fiber film prefabricated pile of offer, wherein, at the side of prefabricated pile or prefabricated support pile or paste List carbon-fiber film。
Above-mentioned carbon-fiber film prefabricated pile, wherein: carbon-fiber film is carbon cloth or carbon fiber board。
Above-mentioned carbon-fiber film prefabricated pile, wherein: prefabricated pile cross section type be round, square, circular ring type, square-outside and round-inside shape type, template, template with ribbing, H type, square end T-shaped, double-T shaped, middle round in one。Wherein, can increasing dividing plate in the middle of the prefabricated pile of circular ring type or middle square end circular arc type, dividing plate is I-shaped, or cross formula, or screen work formula。
The present invention has the advantages that relative to prior art
Rational in infrastructure, easy to use, the bending rigidity of support pile and the non-deformability of foundation pit enclosure structure can be increased substantially, and can require to select flexibly the bonding method of the cross section type of prefabricated pile, carbon-fiber film according to the load-carrying properties of foundation pit enclosure structure。
Accompanying drawing explanation
Fig. 1 is the structural representation of embodiment 1。
Fig. 2 is the structural representation of embodiment 1。
Fig. 3 is the structural representation of embodiment 1。
Fig. 4 is the structural representation of embodiment 1。
Fig. 5 is the structural representation of embodiment 2。
Fig. 6 is the structural representation of embodiment 2。
Fig. 7 is the structural representation of embodiment 2。
Fig. 8 is the structural representation of embodiment 2。
Fig. 9 is the structural representation of embodiment 3。
Figure 10 is the structural representation of embodiment 3。
Figure 11 is the structural representation of embodiment 3。
Figure 12 is the structural representation of embodiment 3。
Figure 13 is the structural representation of embodiment 4。
Figure 14 is the structural representation of embodiment 4。
Figure 15 is the structural representation of embodiment 4。
Figure 16 is the structural representation of embodiment 4。
Figure 17 is the structural representation of embodiment 5。
Figure 18 is the structural representation of embodiment 5。
Figure 19 is the structural representation of embodiment 5。
Figure 20 is the structural representation of embodiment 5。
Figure 21 is the structural representation of embodiment 5。
Figure 22 is the structural representation of embodiment 5。
Figure 23 is the structural representation of embodiment 6。
Figure 24 is the structural representation of embodiment 6。
Figure 25 is the structural representation of embodiment 6。
Figure 26 is the structural representation of embodiment 6。
In figure:
1 prefabricated pile 2 carbon-fiber film 3 reinforcing bar
Detailed description of the invention
Below in conjunction with drawings and Examples, the invention will be further described。
Prefabricated pile 1 includes common prefabricated pile square pile, common pile tube, special prefabricated supporting square pile, special prefabricated supporting pile tube, the special prefabricated support pile of H type, special prefabricated supporting sheet pile;
Embodiment 1:
A kind of carbon-fiber film prefabricated pile, has common prefabricated pile square pile 1 and is pasted on the carbon-fiber film 2 of its side or its both sides, and carbon-fiber film 2 can be carbon cloth, also can be carbon fiber batten。In common precast square pile 1, distribution has reinforcing bar 3。
Embodiment 2:
A kind of carbon-fiber film prefabricated pile, has common pile tube 1 and is pasted on its half cycle or carbon-fiber film about 2, and carbon-fiber film 2 can be carbon cloth, also can be carbon fiber batten。In common pile tube 1, distribution has reinforcing bar 3。
Embodiment 3:
A kind of carbon-fiber film prefabricated pile, has special prefabricated supporting square pile 1 and is pasted on the carbon-fiber film 2 of its side or its both sides, and carbon-fiber film 2 can be carbon cloth, also can be carbon fiber batten。In supporting square pile 1, distribution has reinforcing bar 3。
Embodiment 4:
A kind of carbon-fiber film prefabricated pile, has special prefabricated supporting pile tube 1 and is pasted on its half cycle or carbon-fiber film about 2, and carbon-fiber film 2 can be carbon cloth, also can be carbon fiber batten。In supporting pile tube 1, distribution has reinforcing bar 3。
Embodiment 5:
A kind of carbon-fiber film prefabricated pile, has special H type or T-shaped support pile 1 and is pasted on the carbon-fiber film 2 of one side end panel or its both sides end plate, and carbon-fiber film 2 can be carbon cloth, also can be carbon fiber batten。In H type or T-shaped support pile 1, distribution has reinforcing bar 3。
Embodiment 6:
A kind of carbon-fiber film prefabricated pile, has special supporting sheet pile 1 (height-to-breadth ratio 3:1-10:1) and is pasted on the carbon-fiber film 2 of its side or its both sides, and carbon-fiber film 2 can be carbon cloth, also can be carbon fiber batten。In supporting sheet pile, distribution has reinforcing bar 3。
Although the present invention discloses as above with preferred embodiment; so it is not limited to the present invention, any those skilled in the art, without departing from the spirit and scope of the present invention; when doing a little amendment and perfect, therefore protection scope of the present invention is when with being as the criterion that claims define。

Claims (3)

1. a carbon-fiber film prefabricated pile, it is characterised in that: at the side of prefabricated pile or prefabricated support pile or paste List carbon-fiber film。
2. carbon-fiber film prefabricated pile as claimed in claim 1, it is characterised in that: carbon-fiber film is carbon cloth or carbon fiber board。
3. carbon-fiber film prefabricated pile as claimed in claim 2, it is characterised in that: prefabricated pile section form be round, square, circular ring type, square-outside and round-inside type, template, template with ribbing, H type, square end T-shaped, double-T shaped, middle round in one。
CN201610154372.9A 2016-03-17 2016-03-17 Carbon fiber film precast pile Pending CN105696547A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610154372.9A CN105696547A (en) 2016-03-17 2016-03-17 Carbon fiber film precast pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610154372.9A CN105696547A (en) 2016-03-17 2016-03-17 Carbon fiber film precast pile

Publications (1)

Publication Number Publication Date
CN105696547A true CN105696547A (en) 2016-06-22

Family

ID=56231258

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610154372.9A Pending CN105696547A (en) 2016-03-17 2016-03-17 Carbon fiber film precast pile

Country Status (1)

Country Link
CN (1) CN105696547A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106193026A (en) * 2016-07-25 2016-12-07 合肥工业大学 A kind of fiber reinforced precast concrete tubular stake and processing method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3709754A (en) * 1968-01-24 1973-01-09 Plastigage Corp Method of forming a construction member of glass fiber elements
CN1367856A (en) * 1999-07-02 2002-09-04 霍珀工业公司 Environmentally compatible pole and piling
CN1460751A (en) * 2003-06-09 2003-12-10 吕怀民 Composite pile, combination construction method of composite pile and pile foundation and its application
CN1646774A (en) * 2002-05-10 2005-07-27 大卫·艾伦·胡贝尔 Foundation pile and bearing component similar therewith

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3709754A (en) * 1968-01-24 1973-01-09 Plastigage Corp Method of forming a construction member of glass fiber elements
CN1367856A (en) * 1999-07-02 2002-09-04 霍珀工业公司 Environmentally compatible pole and piling
CN1646774A (en) * 2002-05-10 2005-07-27 大卫·艾伦·胡贝尔 Foundation pile and bearing component similar therewith
CN1460751A (en) * 2003-06-09 2003-12-10 吕怀民 Composite pile, combination construction method of composite pile and pile foundation and its application

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106193026A (en) * 2016-07-25 2016-12-07 合肥工业大学 A kind of fiber reinforced precast concrete tubular stake and processing method thereof

Similar Documents

Publication Publication Date Title
CN208293405U (en) A kind of abutment of linking deck type suspension bridge and the sidewalk that bankets
CN201962684U (en) Internal support wale reinforcing device
CN105696547A (en) Carbon fiber film precast pile
CN214786220U (en) Green energy-saving steel-encased reinforced concrete structure
CN210127673U (en) Large-width carbon fiber plate for building structure reinforcement
CN204626448U (en) A kind of steel reinforced concrete counterfort wall for high roadbed district
CN103437349B (en) The construction method of steel concrete perfusion shaped pile
CN109208854A (en) A kind of novel steel linear device
CN202945816U (en) Brickwork wall between windows and reinforced by high-ductility fiber concrete
CN204059941U (en) A kind of arrangement of reinforcement formula permanent formwork and concrete structure member
CN101666086B (en) Cement cast-in-situ pile of prefabricated part and construction method thereof
CN105735243A (en) Steel pile with carbon fiber film
CN210216742U (en) Connection node of assembled steel construction main part post and wallboard
CN210976619U (en) Aluminum alloy template reinforced structure
CN1333242C (en) Electronic track scales with remote transmission and steel bar reniforced concrete platform and manufacture of that platform
CN206737195U (en) A kind of wall body structure of assembled architecture
CN204919536U (en) A tubular pile end plate for square pile foundation
CN206256440U (en) A kind of large volume sheet pile pile sinking fixed structure
CN102235033B (en) Connected node of horizontal member and foundation of thin steel-plate shear wall
CN215367976U (en) Vertical seam board that draws of assembled autoclaved aerated concrete
CN105370048A (en) Construction method of ultrahigh ultralong steam pressing lightweight aerated concrete panel wall
CN205296890U (en) Building combination strengthening structure
CN211690341U (en) Guide frame for rainwater pipe construction
CN201141172Y (en) Concrete structure of steel pipe with non-identical wall thickness
CN218597827U (en) Steel-bonded reinforcing structure suitable for concrete structure beam section

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20160622

WD01 Invention patent application deemed withdrawn after publication