CN107721249A - A kind of pile crown for building stake - Google Patents

A kind of pile crown for building stake Download PDF

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Publication number
CN107721249A
CN107721249A CN201710989449.9A CN201710989449A CN107721249A CN 107721249 A CN107721249 A CN 107721249A CN 201710989449 A CN201710989449 A CN 201710989449A CN 107721249 A CN107721249 A CN 107721249A
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Prior art keywords
parts
sent
standby
pile crown
hours
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CN201710989449.9A
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Chinese (zh)
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张日龙
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Individual
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Priority to CN201710989449.9A priority Critical patent/CN107721249A/en
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    • 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
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/48Piles varying in construction along their length, i.e. along the body between head and shoe, e.g. made of different materials along their length
    • 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
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/52Producing shaped prefabricated articles from the material specially adapted for producing articles from mixtures containing fibres, e.g. asbestos cement
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B26/00Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02Macromolecular compounds
    • C04B26/04Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B26/06Acrylates
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/04Portland cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
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    • C04B35/00Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products
    • C04B35/515Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products based on non-oxide ceramics
    • C04B35/52Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products based on non-oxide ceramics based on carbon, e.g. graphite
    • C04B35/522Graphite
    • C04B35/806
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    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B35/00Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products
    • C04B35/71Ceramic products containing macroscopic reinforcing agents
    • C04B35/78Ceramic products containing macroscopic reinforcing agents containing non-metallic materials
    • C04B35/80Fibres, filaments, whiskers, platelets, or the like
    • C04B35/82Asbestos; Glass; Fused silica
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C47/00Making alloys containing metallic or non-metallic fibres or filaments
    • C22C47/08Making alloys containing metallic or non-metallic fibres or filaments by contacting the fibres or filaments with molten metal, e.g. by infiltrating the fibres or filaments placed in a mould
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C49/00Alloys containing metallic or non-metallic fibres or filaments
    • C22C49/02Alloys containing metallic or non-metallic fibres or filaments characterised by the matrix material
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C49/00Alloys containing metallic or non-metallic fibres or filaments
    • C22C49/14Alloys containing metallic or non-metallic fibres or filaments characterised by the fibres or filaments
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/06Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against corrosion by soil or water
    • 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
    • E02D5/223Details of top sections of foundation piles
    • 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
    • E02D5/52Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • 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
    • E02D5/52Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • 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
    • E02D5/52Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • E02D5/526Connection means between pile segments
    • 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
    • E02D5/54Piles with prefabricated supports or anchoring parts; Anchoring piles
    • 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
    • E02D5/60Piles with protecting cases
    • 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
    • E02D5/72Pile shoes
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2235/00Aspects relating to ceramic starting mixtures or sintered ceramic products
    • C04B2235/02Composition of constituents of the starting material or of secondary phases of the final product
    • C04B2235/30Constituents and secondary phases not being of a fibrous nature
    • C04B2235/32Metal oxides, mixed metal oxides, or oxide-forming salts thereof, e.g. carbonates, nitrates, (oxy)hydroxides, chlorides
    • C04B2235/3231Refractory metal oxides, their mixed metal oxides, or oxide-forming salts thereof
    • C04B2235/3256Molybdenum oxides, molybdates or oxide forming salts thereof, e.g. cadmium molybdate
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2235/00Aspects relating to ceramic starting mixtures or sintered ceramic products
    • C04B2235/02Composition of constituents of the starting material or of secondary phases of the final product
    • C04B2235/30Constituents and secondary phases not being of a fibrous nature
    • C04B2235/32Metal oxides, mixed metal oxides, or oxide-forming salts thereof, e.g. carbonates, nitrates, (oxy)hydroxides, chlorides
    • C04B2235/3294Antimony oxides, antimonates, antimonites or oxide forming salts thereof, indium antimonate
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2235/00Aspects relating to ceramic starting mixtures or sintered ceramic products
    • C04B2235/02Composition of constituents of the starting material or of secondary phases of the final product
    • C04B2235/30Constituents and secondary phases not being of a fibrous nature
    • C04B2235/34Non-metal oxides, non-metal mixed oxides, or salts thereof that form the non-metal oxides upon heating, e.g. carbonates, nitrates, (oxy)hydroxides, chlorides
    • C04B2235/3418Silicon oxide, silicic acids, or oxide forming salts thereof, e.g. silica sol, fused silica, silica fume, cristobalite, quartz or flint
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2235/00Aspects relating to ceramic starting mixtures or sintered ceramic products
    • C04B2235/02Composition of constituents of the starting material or of secondary phases of the final product
    • C04B2235/30Constituents and secondary phases not being of a fibrous nature
    • C04B2235/34Non-metal oxides, non-metal mixed oxides, or salts thereof that form the non-metal oxides upon heating, e.g. carbonates, nitrates, (oxy)hydroxides, chlorides
    • C04B2235/3427Silicates other than clay, e.g. water glass
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2235/00Aspects relating to ceramic starting mixtures or sintered ceramic products
    • C04B2235/02Composition of constituents of the starting material or of secondary phases of the final product
    • C04B2235/30Constituents and secondary phases not being of a fibrous nature
    • C04B2235/40Metallic constituents or additives not added as binding phase
    • C04B2235/402Aluminium
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2235/00Aspects relating to ceramic starting mixtures or sintered ceramic products
    • C04B2235/02Composition of constituents of the starting material or of secondary phases of the final product
    • C04B2235/30Constituents and secondary phases not being of a fibrous nature
    • C04B2235/42Non metallic elements added as constituents or additives, e.g. sulfur, phosphor, selenium or tellurium
    • C04B2235/428Silicon
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0045Composites

Abstract

The present invention discloses a kind of pile crown for building stake, and the pile crown is made up of 10 14 parts of 12 14 parts of 10 16 parts of 30 45 parts of 22 26 parts of 20 24 parts of 12 14 parts of 10 14 parts of 16 18 parts of 10 16 parts of 12 18 parts of 26 30 parts of 28 30 parts of 35 45 parts of 30 40 parts of silicon, aluminium, glass fibre, ultra-fine sand, polypropylene, diphenyl ether, MEK, antimony oxide, molybdenum trioxide, perlite, diatomite, graphite, acrylate, phenylenediamine, the styrene and 20 30 parts of water matching in parts by weight;Simple, safety, antidetonation are designed using the building stake of the pile crown and stability is high.

Description

A kind of pile crown for building stake
Technical field
The present invention relates to a kind of pile crown for building stake.
Background technology
In today that economy continues to develop, in order to meet various offices, stay, the needs of amusement, building natural also more covers It is more, the more cover the more high.Before building is built, it is common construction techniques that building stake is stamped on ground.Current builds It is all to be inserted vertically into ground under larger pressure to build stake, as nail hammers into blockishness, is only rubbed by vertical direction Resistance, without the wedging function of horizontal direction, therefore it is not very firm.
After building is built up, due to reasons such as settings of ground, the situation for having the flooring depression of building often is sent out It is raw, and because the indoor floor height of buildings in general is limited, large scale equipment pile indoors, therefore, the room of building can not be used It is difficult to obtain consolidation process after interior land subsidence, danger is very high, and the time is grown, and easily causes entire building to be forced to stop Only use, economic loss is also very big.Therefore, there are many small building pile bodies in construction at present, typically will be prefabricated Transport is assembled again to job site after part-structure, but during practice of construction, the self structure performance of pile foundation is not Foot, and the primary structure of pile foundation is still to take site operation technology, but pouring concrete in-situ piling strtucture elapsed time is grown, Cause long construction period, be unfavorable for the saving of construction cost.
The content of the invention
The technical problem to be solved in the present invention is to provide the building stake that a kind of design is simple, safety, antidetonation and stability are high.
In order to solve the above technical problems, the present invention adopts the following technical scheme that:
A kind of pile crown for building stake is by silicon 30-40 parts, aluminium 35-45 parts, glass fibre 28-30 for matching in parts by weight Part, ultra-fine sand 26-30 parts, polypropylene 12-18 parts, diphenyl ether 10-16 parts, MEK 16-18 parts, antimony oxide 10-14 parts, Molybdenum trioxide 12-14 parts, perlite 20-24 parts, diatomite 22-26 parts, graphite 30-45 parts, acrylate 10-16 parts, benzene two Amine 12-14 parts, styrene 10-14 parts and water 20-30 parts are made.
Another technical problem to be solved by the invention includes following steps to provide a kind of manufacture method of pile crown:
1) take glass fibre 28-30 parts and ultra-fine sand 26-30 parts to send to and powder is made in airslide disintegrating mill, powder is sent into Stirred in mixer, add water 20-30 parts and polypropylene 12-18 parts, be sent into dryer, temperature rises to 200-300 DEG C, continue 30-50min, it is standby;
2) diphenyl ether 10-16 parts and MEK 16-18 parts are taken, is sent into heater, temperature rises to 85-95 DEG C, continues 20- 40min, then 1-2 hours are incubated, it is standby;
3) take perlite 20-24 parts to be sent into stone crusher and be ground into little particle, add obtained raw material in step 2), be sent into In mixer, stir, be sent into 800-900 DEG C of burning machine and be calcined 2-3 hours, be re-fed into closed container and be cooled to room Temperature, it is standby;
4) antimony oxide 10-14 parts and molybdenum trioxide 12-14 parts are taken, is sent into heater and heats, temperature is risen by 200 DEG C To 300 DEG C, programming rate is 10 DEG C/min, then is incubated 3-4 hours, standby;
5) take diatomite 22-26 parts and graphite 30-45 parts to be sent into airslide disintegrating mill and powder is made, add acrylate 10-16 parts, phenylenediamine 12-14 parts and styrene 10-14 parts, it is sent into heater and is heated to 50-60 DEG C, it is standby;
6) obtained raw material in step 1), step 3), step 4) and step 5) is mixed, adds silicon 30-40 parts and aluminium 35- 45 parts, it is sent into melting furnace, temperature rises to 1200-1300 DEG C, continues 2-3 hours, standby;
7) cast maintenance in the raw material injection mould in step 6) is stripped for 30 hours, then normal temperature conserves five days, you can obtain Build the pile crown of stake.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the building stake of application pile crown of the present invention.
Embodiment
Embodiment one
Shown in reference picture 1, a kind of building stake of the application pile crown, include pile crown 1, pile body 2 and support mechanism 3, it is described Pile crown 1, pile body 2 and support mechanism 3 are sequentially connected, and are provided with ground engaging mechanism 4 in the bottom sidewall of pile body 2, in the pile body 2 Portion is provided with damping tube 5 and two connection anchor tubes 7, is provided with reinforcing prop 6 between described two connection anchor tubes 7, the pile body 2 pushes up Portion is provided with support 8, and the top of support 8 is provided with bearing platform 10, connected between the bearing platform 10 and support 8 by spring 9 Connect, fore-set 11 is provided with the bearing platform 10, the top of fore-set 11 is provided with top plate 13, and the both sides of fore-set 11 are provided with Gusset 12.
The pile crown 1 is connected with pile body 2 using helicitic texture, beneficial to the dismounting of pile crown 1 and pile body 2, and is firmly installed.
The bearing platform 10 and 11 integrated setting of fore-set, make building stake more firm.
The surface of fore-set 11 is provided with stainless steel layer (not shown), prevents fore-set 11 from being given birth to because of Long Term Contact water and oxygen Rust.
The fore-set 11 is internally provided with the reinforcing bar (not shown) of one or more, improves the intensity of fore-set 11.
The manufacture method of pile crown 1:
1) take 28 parts of glass fibre and ultra-fine 26 parts of sand to send to and powder is made in airslide disintegrating mill, powder is sent into mixer In stir, add 12 parts of 20 parts of water and polypropylene, be sent into dryer, temperature rises to 200 DEG C, continues 30min, standby With;
2) 16 parts of 10 parts of diphenyl ether and MEK are taken, is sent into heater, temperature rises to 85 DEG C, continues 20min, then be incubated It is 1 hour, standby;
3) take and little particle is ground into 20 parts of feeding stone crushers of perlite, add obtained raw material in step 2), feeding is stirred Mix in machine, stir, be sent into 800 DEG C of burning machine and be calcined 2 hours, be re-fed into closed container and be cooled to room temperature, it is standby;
4) 12 parts of 10 parts of antimony oxide and molybdenum trioxide are taken, is sent into heater and heats, temperature rises to 300 by 200 DEG C DEG C, programming rate is 10 DEG C/min, then is incubated 3 hours, standby;
5) take 30 parts of 22 parts of diatomite and graphite to be sent into airslide disintegrating mills and powder is made, add 10 parts of acrylate, 10 parts of 12 parts of phenylenediamine and styrene, it is sent into heater and is heated to 50 DEG C, it is standby;
6) obtained raw material in step 1), step 3), step 4) and step 5) is mixed, adds 35 parts of 30 parts of silicon and aluminium, It is sent into melting furnace, temperature rises to 1200 DEG C, continues 2 hours, standby;
7) cast maintenance in the raw material injection mould in step 6) is stripped for 30 hours, then normal temperature conserves five days, you can obtain Build the pile crown 1 of stake.
Embodiment two
Shown in reference picture 1, a kind of building stake of the application pile crown, include pile crown 1, pile body 2 and support mechanism 3, it is described Pile crown 1, pile body 2 and support mechanism 3 are sequentially connected, and are provided with ground engaging mechanism 4 in the bottom sidewall of pile body 2, in the pile body 2 Portion is provided with damping tube 5 and two connection anchor tubes 7, is provided with reinforcing prop 6 between described two connection anchor tubes 7, the pile body 2 pushes up Portion is provided with support 8, and the top of support 8 is provided with bearing platform 10, connected between the bearing platform 10 and support 8 by spring 9 Connect, fore-set 11 is provided with the bearing platform 10, the top of fore-set 11 is provided with top plate 13, and the both sides of fore-set 11 are provided with Gusset 12.
The pile crown 1 is connected with pile body 2 using helicitic texture, beneficial to the dismounting of pile crown 1 and pile body 2, and is firmly installed.
The bearing platform 10 and 11 integrated setting of fore-set, make building stake more firm.
The surface of fore-set 11 is provided with stainless steel layer (not shown), prevents fore-set 11 from being given birth to because of Long Term Contact water and oxygen Rust.
The fore-set 11 is internally provided with the reinforcing bar (not shown) of one or more, improves the intensity of fore-set 11.
The manufacture method of pile crown 1:
1) take 29 parts of glass fibre and ultra-fine 28 parts of sand to send to and powder is made in airslide disintegrating mill, powder is sent into mixer In stir, add 15 parts of 25 parts of water and polypropylene, be sent into dryer, temperature rises to 250 DEG C, continues 40min, standby With;
2) 17 parts of 13 parts of diphenyl ether and MEK are taken, is sent into heater, temperature rises to 90 DEG C, continues 30min, then be incubated It is 1.5 hours, standby;
3) take and little particle is ground into 22 parts of feeding stone crushers of perlite, add obtained raw material in step 2), feeding is stirred Mix in machine, stir, be sent into 850 DEG C of burning machine and be calcined 2.5 hours, be re-fed into closed container and be cooled to room temperature, it is standby With;
4) 13 parts of 12 parts of antimony oxide and molybdenum trioxide are taken, is sent into heater and heats, temperature rises to 300 by 200 DEG C DEG C, programming rate is 10 DEG C/min, then is incubated 3.5 hours, standby;
5) take 37.5 parts of 24 parts of diatomite and graphite to be sent into airslide disintegrating mill and powder is made, add acrylate 13 Part, 12 parts of 13 parts of phenylenediamine and styrene, be sent into heater and be heated to 55 DEG C, it is standby;
6) obtained raw material in step 1), step 3), step 4) and step 5) is mixed, adds 40 parts of 35 parts of silicon and aluminium, It is sent into melting furnace, temperature rises to 1250 DEG C, continues 2.5 hours, standby;
7) cast maintenance in the raw material injection mould in step 6) is stripped for 30 hours, then normal temperature conserves five days, you can obtain Build the pile crown 1 of stake.
Embodiment three
Shown in reference picture 1, a kind of building stake of the application pile crown, include pile crown 1, pile body 2 and support mechanism 3, it is described Pile crown 1, pile body 2 and support mechanism 3 are sequentially connected, and are provided with ground engaging mechanism 4 in the bottom sidewall of pile body 2, in the pile body 2 Portion is provided with damping tube 5 and two connection anchor tubes 7, is provided with reinforcing prop 6 between described two connection anchor tubes 7, the pile body 2 pushes up Portion is provided with support 8, and the top of support 8 is provided with bearing platform 10, connected between the bearing platform 10 and support 8 by spring 9 Connect, fore-set 11 is provided with the bearing platform 10, the top of fore-set 11 is provided with top plate 13, and the both sides of fore-set 11 are provided with Gusset 12.
The pile crown 1 is connected with pile body 2 using helicitic texture, beneficial to the dismounting of pile crown 1 and pile body 2, and is firmly installed.
The bearing platform 10 and 11 integrated setting of fore-set, make building stake more firm.
The surface of fore-set 11 is provided with stainless steel layer (not shown), prevents fore-set 11 from being given birth to because of Long Term Contact water and oxygen Rust.
The fore-set 11 is internally provided with the reinforcing bar (not shown) of one or more, improves the intensity of fore-set 11.
The manufacture method of pile crown 1:
1) take 30 parts of glass fibre and ultra-fine 30 parts of sand to send to and powder is made in airslide disintegrating mill, powder is sent into mixer In stir, add 18 parts of 30 parts of water and polypropylene, be sent into dryer, temperature rises to 300 DEG C, continues 50min, standby With;
2) 18 parts of 16 parts of diphenyl ether and MEK are taken, is sent into heater, temperature rises to 95 DEG C, continues 40min, then be incubated It is 2 hours, standby;
3) take and little particle is ground into 24 parts of feeding stone crushers of perlite, add obtained raw material in step 2), feeding is stirred Mix in machine, stir, be sent into 900 DEG C of burning machine and be calcined 3 hours, be re-fed into closed container and be cooled to room temperature, it is standby;
4) 14 parts of 14 parts of antimony oxide and molybdenum trioxide are taken, is sent into heater and heats, temperature rises to 300 by 200 DEG C DEG C, programming rate is 10 DEG C/min, then is incubated 4 hours, standby;
5) take 45 parts of 26 parts of diatomite and graphite to be sent into airslide disintegrating mills and powder is made, add 16 parts of acrylate, 14 parts of 14 parts of phenylenediamine and styrene, it is sent into heater and is heated to 60 DEG C, it is standby;
6) obtained raw material in step 1), step 3), step 4) and step 5) is mixed, adds 45 parts of 40 parts of silicon and aluminium, It is sent into melting furnace, temperature rises to 1300 DEG C, continues 3 hours, standby;
7) cast maintenance in the raw material injection mould in step 6) is stripped for 30 hours, then normal temperature conserves five days, you can obtain Build the pile crown 1 of stake.
Experimental example
From embodiment one, embodiment two, embodiment three and common building stake, it is divided into 4 groups, observation each group building stake uses Situation after 1 year.
Comparing result see the table below:
As can be seen here, the sample in three embodiments of the invention compared with common building stake in wear-resistant, gradient and knot Have in structure intensity and be obviously improved.
Beneficial effects of the present invention are:Building stake design is simple, by being provided with ground engaging mechanism on pile crown, serves Fixation, improve the stability of building stake;By being provided with spring between bearing platform and support, longitudinally seismic wave makes to build Build thing to teetertotter, spring deforms upon, and avoids building from acutely rocking up and down, destroys, and ensures the complete of fabric structure Whole property;By being provided with damping tube in pile body, damping effect is served, improves security.
The foregoing is only a specific embodiment of the invention, but protection scope of the present invention is not limited thereto, any The change or replacement expected without creative work, it should all cover within the scope of the present invention.

Claims (2)

  1. A kind of 1. pile crown for building stake, it is characterised in that:The pile crown by match in parts by weight silicon 30-40 parts, aluminium 35-45 Part, glass fibre 28-30 parts, ultra-fine sand 26-30 parts, polypropylene 12-18 parts, diphenyl ether 10-16 parts, MEK 16-18 parts, three Aoxidize two antimony 10-14 parts, molybdenum trioxide 12-14 parts, perlite 20-24 parts, diatomite 22-26 parts, graphite 30-45 parts, propylene Acid esters 10-16 parts, phenylenediamine 12-14 parts, styrene 10-14 parts and water 20-30 parts are made.
  2. A kind of 2. manufacture method of pile crown as claimed in claim 1, it is characterised in that:Include following steps:
    1) take glass fibre 28-30 parts and ultra-fine sand 26-30 parts to send to and powder is made in airslide disintegrating mill, powder is sent into and stirred Stirred in machine, add water 20-30 parts and polypropylene 12-18 parts, be sent into dryer, temperature rises to 200-300 DEG C, holds Continuous 30-50min, it is standby;
    2) diphenyl ether 10-16 parts and MEK 16-18 parts are taken, is sent into heater, temperature rises to 85-95 DEG C, continues 20- 40min, then 1-2 hours are incubated, it is standby;
    3) take perlite 20-24 parts to be sent into stone crusher and be ground into little particle, add obtained raw material in step 2), be sent into stirring In machine, stir, be sent into 800-900 DEG C of burning machine and be calcined 2-3 hours, be re-fed into closed container and be cooled to room temperature, It is standby;
    4) antimony oxide 10-14 parts and molybdenum trioxide 12-14 parts are taken, is sent into heater and heats, temperature is risen to by 200 DEG C 300 DEG C, programming rate is 10 DEG C/min, then is incubated 3-4 hours, standby;
    5) take diatomite 22-26 parts and graphite 30-45 parts to be sent into airslide disintegrating mill and powder is made, add acrylate 10- 16 parts, phenylenediamine 12-14 parts and styrene 10-14 parts, it is sent into heater and is heated to 50-60 DEG C, it is standby;
    6) obtained raw material in step 1), step 3), step 4) and step 5) is mixed, adds silicon 30-40 parts and aluminium 35-45 Part, it is sent into melting furnace, temperature rises to 1200-1300 DEG C, continues 2-3 hours, standby;
    7) cast maintenance in the raw material injection mould in step 6) is stripped for 30 hours, then normal temperature conserves five days, you can built The pile crown of stake.
CN201710989449.9A 2016-02-24 2016-02-24 A kind of pile crown for building stake Withdrawn CN107721249A (en)

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Publication number Priority date Publication date Assignee Title
CN106368209A (en) * 2016-09-18 2017-02-01 彭伟成 Building pile
CN107700515B (en) * 2017-09-15 2019-08-06 杭州绿城都会建筑设计有限公司 Building pile foundation
CN112376549B (en) * 2020-10-26 2022-02-08 福建省交通规划设计院有限公司 Prestressed concrete pipe pile anti-seismic connecting device and using method thereof
CN117513443B (en) * 2024-01-03 2024-03-12 山东历控建设发展有限公司 Green building earthquake-resistant reinforcing structure and construction method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101602582A (en) * 2008-06-12 2009-12-16 宿迁市固丰管桩有限公司 The preparation of tubular pile concrete additive with high crack resistance and high activity
CN102276214A (en) * 2010-06-12 2011-12-14 黄贺明 High-durability and high-bearing-capacity concrete pipe pile
CN104565681A (en) * 2013-10-22 2015-04-29 中国石油化工股份有限公司 Thermal insulation material, thermal insulation pipeline and production method of thermal insulation pipeline
CN104591644A (en) * 2014-12-25 2015-05-06 东南大学 High-strength high-toughness building square pile and preparation method thereof
CN104829180A (en) * 2015-04-27 2015-08-12 海盐水泥制管有限公司 Preparation method of reinforced concrete tubular column

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0794727B2 (en) * 1990-01-17 1995-10-11 株式会社フジタ Pile with springs
FR2712334B1 (en) * 1993-11-10 1996-02-02 Rambaud Pascal Support post for stop barrier for drop-down blocks, with single anchorage.
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
CN101487255B (en) * 2008-01-17 2011-05-04 上海陆驱商贸有限公司 High-strength prestressed concrete pipe pile with section and its production method
CN201520971U (en) * 2009-08-31 2010-07-07 北京格物创道科技发明有限公司 Foundation pile
CN202000381U (en) * 2011-03-16 2011-10-05 梁金炽 Earthquake-resistible building structure
CN202730789U (en) * 2012-03-29 2013-02-13 北京天工创道建筑科技有限公司 Foundation pile and integrated structure thereof
CN203007945U (en) * 2012-12-03 2013-06-19 北京天工创道建筑科技有限公司 Anti-seismic ground anchor device capable of absorbing seismic waves
CN203569581U (en) * 2013-11-15 2014-04-30 许昌学院 Anti-skidding and anti-seismic building pile
CN204125946U (en) * 2014-10-16 2015-01-28 张瑞龙 Damping ground-based supports pipe
CN204645022U (en) * 2015-04-21 2015-09-16 杨雪飞 A kind of novel earthquake-resistant building stake

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101602582A (en) * 2008-06-12 2009-12-16 宿迁市固丰管桩有限公司 The preparation of tubular pile concrete additive with high crack resistance and high activity
CN102276214A (en) * 2010-06-12 2011-12-14 黄贺明 High-durability and high-bearing-capacity concrete pipe pile
CN104565681A (en) * 2013-10-22 2015-04-29 中国石油化工股份有限公司 Thermal insulation material, thermal insulation pipeline and production method of thermal insulation pipeline
CN104591644A (en) * 2014-12-25 2015-05-06 东南大学 High-strength high-toughness building square pile and preparation method thereof
CN104829180A (en) * 2015-04-27 2015-08-12 海盐水泥制管有限公司 Preparation method of reinforced concrete tubular column

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CN107675701A (en) 2018-02-09
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CN105756053A (en) 2016-07-13
CN107700476B (en) 2019-12-17
CN105756053B (en) 2018-01-12

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