CN107882068A - A kind of ocean engineering concrete supporting member - Google Patents

A kind of ocean engineering concrete supporting member Download PDF

Info

Publication number
CN107882068A
CN107882068A CN201711364427.XA CN201711364427A CN107882068A CN 107882068 A CN107882068 A CN 107882068A CN 201711364427 A CN201711364427 A CN 201711364427A CN 107882068 A CN107882068 A CN 107882068A
Authority
CN
China
Prior art keywords
concrete
trigger
signal
steel pipe
supporting member
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
CN201711364427.XA
Other languages
Chinese (zh)
Inventor
陈宗平
姚如胜
经承贵
刘祥
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.)
Guangxi University
Original Assignee
Guangxi University
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 Guangxi University filed Critical Guangxi University
Priority to CN201711364427.XA priority Critical patent/CN107882068A/en
Publication of CN107882068A publication Critical patent/CN107882068A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/06Constructions, or methods of constructing, in water
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B21/00Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
    • G01B21/32Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring the deformation in a solid

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)

Abstract

Present invention relates particularly to a kind of ocean engineering concrete supporting member, including tubular body and monitoring device, the tubular body includes the pvc pipe set gradually from outer to inner, first concrete layer, steel pipe and the second concrete layer, provided with the tie hoop that year is wheeled in first concrete layer and the second concrete layer, the tie hoop is made up of some vertical muscle with stirrup, the outer wall of the steel pipe is provided with ribbed stiffener, the top and bottom of the steel pipe are respectively provided with the reinforcing plate for positioning the steel pipe, the monitoring device is used for monitoring the stress variation of the tubular body, the concrete bearing component of the present invention has good endurance, corrosion resistance is strong, high capacity, applicability is good, the characteristics of economy and higher cost performance, and can be to concrete bearing component by stress-strain real-time remote monitoring.

Description

A kind of ocean engineering concrete supporting member
Technical field
The present invention relates to the ocean engineering in civil engineering and building structure field technical field, and in particular to a kind of ocean Engineering concrete bearing component.
Background technology
In recent years, China's national marine Resources Strategy exploitation demand is growing, the wherein engineering construction on island and Hai Jiao The even more top priority of China's marine resources strategic resource exploitation, the setting up of Sansha City, the Xisha Islands, the Zhongsha Islands and Nansha group The islands and reefs construction such as island can react islands and reefs engineering construction has very important ground in China's marine resources development process of construction Position.The structure type main currently used for islands and reefs engineering construction mainly has:Reinforced concrete member, steel member and steel reinforced concrete Component etc., however, these components face identical technical barrier:1) poor durability, it is vulnerable to carbonization and the rust of marine environment Erosion, the durability of structure is reduced, increase engineering maintenance cost;2) bearing capacity is low, using traditional structure and form of reinforcement, Its structural bearing capacity is relatively low;3) component occurs cracking and can not discovered.
Application No. CN201520875713.2 Chinese patent disclosed a kind of extra large work coagulation on 06 22nd, 2016 Soil, including tubular body, and tubular body includes the layer of PVC that sets gradually of ecto-entad and concrete layer, in concrete layer Set on wall to some convexity layers be mutually twisted with some recess layers set on layer of PVC outer layer, still, due to layer of PVC Bearing capacity is relatively low, so the concrete component load-bearing power built according to the technical scheme is relatively low.
The content of the invention
For above-mentioned technical problem, the present invention provides a kind of ocean engineering concrete supporting member, solves maritime concrete The problem of component poor durability, corrosion resistance are poor, low bearing capacity.
The present invention program is as follows:A kind of ocean engineering concrete supporting member, including tubular body and monitoring device;It is described Tubular body includes setting gradually pvc pipe, the first concrete layer, steel pipe and the second concrete layer from outer to inner, and described first is mixed Provided with the tie hoop that the year along tubular body length direction extension is wheeled, the spiral shell in solidifying soil layer and the second concrete layer Rotation stirrup is made up of some vertical muscle with stirrup, and the outer wall of the steel pipe is provided with ribbed stiffener, the top and bottom difference of the steel pipe Provided with the reinforcing plate for positioning the steel pipe, one end of the reinforcing plate is sticked the pvc pipe;The monitoring device includes should Become inductor, trigger, signal projector and signal receiver, the strain inductor, which is provided with, is no less than three foil gauges, institute Both ends and centre position that foil gauge is fixed at the tubular body respectively are stated, the strain inductor electrically connects the triggering Device, the trigger electrically connect the signal projector, and the strain inductor is used to sense answering for the tubular body generation Power changes and is transferred to the trigger, and the trigger receives the signal that the strain inductor transmission comes, if the strain The signal that inductor transmission comes meets the trigger condition of the trigger, then the trigger is transmitted to the signal projector and believed Number, the signal projector receives the signal of the trigger transmission and is sent to the signal receiver, and the signal receives Device receives the signal that the signal projector is sent and display.
Further, the concrete of first concrete layer and the second concrete layer is marine aggregate concrete, institute Stating marine aggregate concrete uses the one or more of sea sand, reef, coral and shell to be made up of aggregate, and the marine aggregate mixes Native convenient material drawing is coagulated, saves substantial amounts of transport of materials cost, it is cost-effective.
Further, the signal receiver is communication equipment.
Further, the inwall of the pvc pipe is provided with interface adhesive, the bonding of increase concrete and the pvc pipe Power.
Further, steel pipe and the tie hoop surface is equipped with polyurea coating, and polyurea coating is further described in raising The antiseptic power of steel pipe and tie hoop.
Further, tie hoop of the reinforcing plate through the steel pipe and pvc pipe.
Due to taking above-mentioned technical proposal, beneficial effects of the present invention are:
1st, a kind of ocean engineering concrete supporting member of the invention is provided with pvc pipe, and pvc pipe can prevent seawater salt to mixed Corrosion inside solidifying soil;It is provided with year wheeled tie hoop in concrete, year, wheeled tie hoop changed traditional arrangement of reinforcement Form, increase the multiple hoop constraint of component, develop skill element bearing capacity, and year it is wheeled with hoop technology component is had There is a multiple anti-corrosion reinforcing bar, durability is more preferable;The outer wall of steel pipe is welded with ribbed stiffener, ribbed stiffener add steel pipe 5 and concrete it Between snap-in force, and improve the carrying energy of component, the top and bottom of steel pipe are respectively equipped with the reinforcement of supporting steel pipe and pvc pipe Plate, the perpendicularity of steel pipe is kept, strengthen the carrying energy of component, the present invention can adjust the load-bearing according to actual loading design load The sectional dimension of component, industrial building, residential houses and other public infrastructures being applicable in the regional marine environment that borders on the sea Build, be particularly suitable for the islands and reefs area higher to component strength requirement;The present invention is with good endurance, corrosion resistance is strong, carries The characteristics of power is high, applicability is good, economy and cost performance are higher.
2nd, a kind of ocean engineering concrete supporting member of the invention is provided with monitoring device, and monitoring device includes strain and sensed Device, trigger, signal projector and signal receiver, foil gauge is collected and the conveying of the stress strain information of delivering concrete component To trigger, the stress strain information triggering trigger of concrete component, trigger will be believed by signal projector by stress-strain Breath transmitting checks related strain monitoring data to signal receiver by signal receiver, you can realizes to concrete bearing structure Part by stress-strain real-time remote monitoring.
Brief description of the drawings
Fig. 1 is a kind of structural representation of ocean engineering concrete supporting member of the present invention;
Fig. 2 is the block schematic illustration of the monitoring device of the present invention;
Wherein, 1- ribbed stiffeners, 2- reinforcing plates, 3-PVC pipes, the concrete layers of 4- first, 5- steel pipes, the concrete layers of 6- second, 7- tie hoops, 8- indulge muscle, 9- strain inductors, 10- triggers, 11- signal projectors, 12- signal receivers.
Embodiment
The invention will be further described with embodiment below in conjunction with the accompanying drawings.
It is shown referring to Figures 1 and 2, a kind of ocean engineering concrete supporting member, including tubular body and monitoring device.Pipe Shape body includes setting gradually pvc pipe 3, the first concrete layer 4, the concrete layer 6 of steel pipe 5 and second from outer to inner.Pvc pipe 3 Inwall is provided with interface adhesive, the cohesive force of increase concrete and pvc pipe 3.First concrete layer 4 and the second concrete layer 6 In be provided with year wheeled tie hoop 7, steel pipe 5 and the surface of tie hoop 7 are equipped with polyurea coating, and polyurea coating further improves The antiseptic power of steel pipe 5 and tie hoop 7, tie hoop 7 are cylinder, and annual ring is determined according to the diameter of tubular body The wheel number of the tie hoop 7 of formula, respectively at least provided with a wheel tie hoop in the first concrete layer 4 and the second concrete layer 6 7.The tube wall of steel pipe 5 is provided with some through holes, and the first concrete layer 4 and the second concrete layer 6 are linked together by through hole, leads to The distance between hole is not less than one meter, and the outer wall of steel pipe 5 is welded with ribbed stiffener 1, ribbed stiffener 1 add steel pipe 5 and concrete it Between snap-in force, improve the carrying energy of component, the top and bottom of steel pipe set reinforcing plate 2 respectively, and reinforcing plate 2 is used to keep The distance between pvc pipe 3 and steel pipe 5 are constant, tie hoop 7 of the reinforcing plate 2 through steel pipe 5 and pvc pipe 3, reinforcing plate 2 One end is fixedly connected with the outer wall of steel pipe, and the other end of reinforcing plate 2 is sticked pvc pipe, and tie hoop 7 is by some vertical muscle 8 and stirrup group Into.Monitoring device includes strain inductor 9, trigger 10, signal projector 11 and signal receiver 12, and strain inductor 9 is set There are five foil gauges, five foil gauges are uniformly fixed on the both ends and middle part of pvc pipe 3, foil gauge along tubular body length direction Need to wrap up using rubber after installing, prevent foil gauge to be corroded, signal projector 11 is wireless WIFI module, and signal connects Receipts device 12 is communication equipment, and signal receiver 12 is provided with the reception of wireless signals module for receiving wireless signal.Strain the electricity of inductor 9 Trigger 10 is connected, trigger 10 electrically connects signal projector 11, and strain inductor 9 is used for the stress for sensing tubular body generation Strain information is simultaneously transferred to trigger 10, and trigger 10 receives the signal that the strain transmission of inductor 9 comes and whether judges the signal Meet trigger condition, if the signal that the strain transmission of inductor 9 comes meets trigger condition, trigger 10 passes to signal projector 11 Defeated signal, signal projector 11 receive the signal that trigger 10 transmits and transmission, the reception signal transmitter 11 of signal receiver 12 The signal of transmission.
As a preferred embodiment, the concrete of the first concrete layer 4 and the second concrete layer 6 is marine aggregate concrete, Marine aggregate concrete uses the one or more in sea sand, reef, coral and shell to be made up of aggregate, convenient material drawing, saves Substantial amounts of transport of materials cost, it is cost-effective.
Beneficial effects of the present invention are:A kind of ocean engineering concrete supporting member of the present invention, provided with pvc pipe 3, PVC Pipe can prevent corrosion of the seawater salt to inside concrete, increase the durability and corrosion resistance of component;Year is provided with concrete Wheeled tie hoop 7, year, wheeled tie hoop 7 changed traditional form of reinforcement, increased the multiple hoop constraint of component, Develop skill element bearing capacity, and year it is wheeled cause component that there is multiple anti-corrosion reinforcing bar with hoop technology, durability is more preferable;This Invention can adjust the sectional dimension of the supporting member according to actual loading design load, the work being applicable in the regional marine environment that borders on the sea Industry building, residential houses and other public infrastructure developments, with being particularly suitable for the islands and reefs higher to component strength requirement Area;The present invention has the characteristics of good endurance, corrosion resistance are strong, high capacity, applicability are good, economy and cost performance are higher. A kind of ocean engineering concrete supporting member of the present invention is provided with monitoring device, and monitoring device includes strain inductor 9, trigger 10th, signal projector 11 and signal receiver 12, foil gauge is collected and the stress strain information of delivering concrete component is delivered to Trigger 10, the stress strain information triggering trigger 10 of concrete component, trigger 10 is by signal projector 11 by stress Strain information is launched to signal receiver 12, and related strain monitoring data are checked by signal receiver 12, you can realizes to mixed Coagulate native component by stress-strain real-time remote monitoring.
Described above is the detailed description for the present invention preferably possible embodiments, but embodiment is not limited to this hair Bright patent claim, the equal change completed or modification change under the technical spirit suggested by all present invention, all should belong to Cover the scope of the claims in the present invention.

Claims (6)

  1. A kind of 1. ocean engineering concrete supporting member, it is characterised in that:Including tubular body and monitoring device;
    The tubular body includes setting gradually pvc pipe, the first concrete layer, steel pipe and the second concrete layer, institute from outer to inner State in the first concrete layer and the second concrete layer provided with the spiral hoop that the year along tubular body length direction extension is wheeled Muscle, the tie hoop are made up of some vertical muscle with stirrup, and the outer wall of the steel pipe is provided with ribbed stiffener, the upper end of the steel pipe and Lower end is respectively provided with the reinforcing plate for positioning the steel pipe, and one end of the reinforcing plate is sticked the pvc pipe;
    The monitoring device includes strain inductor, trigger, signal projector and signal receiver, and the strain inductor is set Have and be no less than three foil gauges, the foil gauge is fixed at the both ends and centre position of the tubular body respectively, described to answer Become inductor and electrically connect the trigger, the trigger electrically connects the signal projector, and the strain inductor is used to feel Answer the stress variation that the tubular body occurs and be transferred to the trigger, the trigger receives the strain inductor and passed Defeated next signal, if the signal that the strain inductor transmission comes meets the trigger condition of the trigger, the trigger To the signal projector transmission signal, the signal projector receives the signal of the trigger transmission and is sent to the letter Number receiver, the signal receiver receive the signal that the signal projector is sent and display.
  2. A kind of 2. ocean engineering concrete supporting member according to claim 1, it is characterised in that:First concrete The concrete of layer and the second concrete layer is marine aggregate concrete, and the marine aggregate concrete is using sea sand, reef, coral The one or more of coral and shell are made up of aggregate.
  3. A kind of 3. ocean engineering concrete supporting member according to claim 2, it is characterised in that:The signal receiver For communication equipment.
  4. A kind of 4. ocean engineering concrete supporting member according to claim 3, it is characterised in that:The pvc pipe it is interior Wall is provided with interface adhesive.
  5. A kind of 5. ocean engineering concrete supporting member according to claim 3, it is characterised in that:The steel pipe and spiral Stirrup surface is equipped with polyurea coating.
  6. A kind of 6. ocean engineering concrete supporting member according to claim 5, it is characterised in that:The reinforcing plate passes through Tie hoop between the steel pipe and pvc pipe.
CN201711364427.XA 2017-12-18 2017-12-18 A kind of ocean engineering concrete supporting member Pending CN107882068A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711364427.XA CN107882068A (en) 2017-12-18 2017-12-18 A kind of ocean engineering concrete supporting member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711364427.XA CN107882068A (en) 2017-12-18 2017-12-18 A kind of ocean engineering concrete supporting member

Publications (1)

Publication Number Publication Date
CN107882068A true CN107882068A (en) 2018-04-06

Family

ID=61770941

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711364427.XA Pending CN107882068A (en) 2017-12-18 2017-12-18 A kind of ocean engineering concrete supporting member

Country Status (1)

Country Link
CN (1) CN107882068A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109339339A (en) * 2018-12-03 2019-02-15 长江大学 A kind of composite concrete coupled column

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201236341Y (en) * 2008-06-20 2009-05-13 王菁晓 Full-automatic telecontrol monitoring and early warning system for pre-stress of anchor cable or anchor stock
CN105200983A (en) * 2015-10-19 2015-12-30 广西大学 PVC pipe and thick wall steel tube composite hollow recycled concrete pile
CN207714375U (en) * 2017-12-18 2018-08-10 广西大学 A kind of ocean engineering concrete supporting member

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201236341Y (en) * 2008-06-20 2009-05-13 王菁晓 Full-automatic telecontrol monitoring and early warning system for pre-stress of anchor cable or anchor stock
CN105200983A (en) * 2015-10-19 2015-12-30 广西大学 PVC pipe and thick wall steel tube composite hollow recycled concrete pile
CN207714375U (en) * 2017-12-18 2018-08-10 广西大学 A kind of ocean engineering concrete supporting member

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
周自强: "《机械工程测控技术》", 31 March 2016, 1-6 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109339339A (en) * 2018-12-03 2019-02-15 长江大学 A kind of composite concrete coupled column

Similar Documents

Publication Publication Date Title
CN101581095A (en) Anti-corrosive pre-stressed concrete pipe pile foundation
CN102383420B (en) High-strength concrete prefabricated pile doped with fiber-reinforced plastic bar
CN202098537U (en) Double floating body T-shaped buoy
CN109385953A (en) A kind of corrugated steel tube-steel interlining composite pipes concrete combined component
CN107882068A (en) A kind of ocean engineering concrete supporting member
CN207714375U (en) A kind of ocean engineering concrete supporting member
CN106087696A (en) A kind of Filled Steel Tubular Arch Bridge concrete filled steel tube grouting density monitoring method utilizing piezoceramic transducer
CN103806445A (en) High-performance low-prestress concrete solid square pile
CN204225146U (en) Pulling resistant anchor pile basal disc
CN105672321B (en) Offshore wind farm crew base grouting sleeve attachment structure and its method that the mouth of pipe is strengthened
CN102839660A (en) Composite pile of long piled wharf PHC (prestressed high-strength concrete) pile and steel pipe pile
CN106560562A (en) Offshore sandwich steel pipe pile foundation
CN203361142U (en) Variable cross-section concrete tube pile adapter substitute
CN202369997U (en) Flexible bag type anti-corrosive pile
CN202247858U (en) Tube pile with high service durability
CN105569073B (en) Suspension type change wall thickness ellipse is inverse to be made vertical shaft and its becomes wall thickness setting method
CN110525589B (en) Adjustable mooring fixed water buoy and mounting method thereof
CN213268585U (en) Confined concrete column based on sea sand seawater TRC prefabricated shell
CN213143068U (en) Pile foundation concrete placement is with novel water proof bolt structure
CN209194322U (en) A kind of corrugated steel tube-steel interlining composite pipes concrete combined component
CN104389306B (en) The stake of lower-prestressed prefabricated concrete solid
CN208844550U (en) A kind of FRP pipe-PHC tubular pole interlayer concrete filled composite structure
CN215152465U (en) Wear-resistant corrosion-resistant sleeve
CN207796263U (en) The composite structure of novel soap-free emulsion polymeization steel pipe external wrapping concrete
CN105839688A (en) Rubber floater for dredging projects

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20180406

RJ01 Rejection of invention patent application after publication