CN105756053B - 一种建筑桩 - Google Patents

一种建筑桩 Download PDF

Info

Publication number
CN105756053B
CN105756053B CN201610101736.7A CN201610101736A CN105756053B CN 105756053 B CN105756053 B CN 105756053B CN 201610101736 A CN201610101736 A CN 201610101736A CN 105756053 B CN105756053 B CN 105756053B
Authority
CN
China
Prior art keywords
parts
sent
fore
pile body
pile
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.)
Expired - Fee Related
Application number
CN201610101736.7A
Other languages
English (en)
Other versions
CN105756053A (zh
Inventor
陶成云
黄巍
刘兴国
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.)
Harbin University
Original Assignee
Harbin 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 Harbin University filed Critical Harbin University
Priority to CN201710989447.XA priority Critical patent/CN107700476B/zh
Priority to CN201610101736.7A priority patent/CN105756053B/zh
Priority to CN201710989466.2A priority patent/CN107747310B/zh
Priority to CN201710989449.9A priority patent/CN107721249A/zh
Priority to CN201710989461.XA priority patent/CN107675701B/zh
Publication of CN105756053A publication Critical patent/CN105756053A/zh
Application granted granted Critical
Publication of CN105756053B publication Critical patent/CN105756053B/zh
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/48—Piles varying in construction along their length, i.e. along the body between head and shoe, e.g. made of different materials along their length
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/24—Prefabricated piles
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00—Producing shaped prefabricated articles from the material
    • B28B1/52—Producing shaped prefabricated articles from the material specially adapted for producing articles from mixtures containing fibres, e.g. asbestos cement
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B26/00—Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02—Macromolecular compounds
    • C04B26/04—Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B26/06—Acrylates
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02—Compositions 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
    • C04B28/04—Portland cements
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B35/00—Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products
    • C04B35/515—Shaped 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
    • C04B35/52—Shaped 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
    • C04B35/522—Graphite
    • C04B35/806—
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B35/00—Shaped ceramic products characterised by their composition; Ceramics compositions; Processing powders of inorganic compounds preparatory to the manufacturing of ceramic products
    • C04B35/71—Ceramic products containing macroscopic reinforcing agents
    • C04B35/78—Ceramic products containing macroscopic reinforcing agents containing non-metallic materials
    • C04B35/80—Fibres, filaments, whiskers, platelets, or the like
    • C04B35/82—Asbestos; Glass; Fused silica
    • C—CHEMISTRY; METALLURGY
    • C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22C—ALLOYS
    • C22C47/00—Making alloys containing metallic or non-metallic fibres or filaments
    • C22C47/08—Making 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
    • C—CHEMISTRY; METALLURGY
    • C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22C—ALLOYS
    • C22C49/00—Alloys containing metallic or non-metallic fibres or filaments
    • C22C49/02—Alloys containing metallic or non-metallic fibres or filaments characterised by the matrix material
    • C—CHEMISTRY; METALLURGY
    • C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22C—ALLOYS
    • C22C49/00—Alloys containing metallic or non-metallic fibres or filaments
    • C22C49/14—Alloys containing metallic or non-metallic fibres or filaments characterised by the fibres or filaments
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/06—Protective 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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/223—Details of top sections of foundation piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • E02D5/526—Connection means between pile segments
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/54—Piles with prefabricated supports or anchoring parts; Anchoring piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/60—Piles with protecting cases
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/72—Pile shoes
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2235/00—Aspects relating to ceramic starting mixtures or sintered ceramic products
    • C04B2235/02—Composition of constituents of the starting material or of secondary phases of the final product
    • C04B2235/30—Constituents and secondary phases not being of a fibrous nature
    • C04B2235/32—Metal oxides, mixed metal oxides, or oxide-forming salts thereof, e.g. carbonates, nitrates, (oxy)hydroxides, chlorides
    • C04B2235/3231—Refractory metal oxides, their mixed metal oxides, or oxide-forming salts thereof
    • C04B2235/3256—Molybdenum oxides, molybdates or oxide forming salts thereof, e.g. cadmium molybdate
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2235/00—Aspects relating to ceramic starting mixtures or sintered ceramic products
    • C04B2235/02—Composition of constituents of the starting material or of secondary phases of the final product
    • C04B2235/30—Constituents and secondary phases not being of a fibrous nature
    • C04B2235/32—Metal oxides, mixed metal oxides, or oxide-forming salts thereof, e.g. carbonates, nitrates, (oxy)hydroxides, chlorides
    • C04B2235/3294—Antimony oxides, antimonates, antimonites or oxide forming salts thereof, indium antimonate
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2235/00—Aspects relating to ceramic starting mixtures or sintered ceramic products
    • C04B2235/02—Composition of constituents of the starting material or of secondary phases of the final product
    • C04B2235/30—Constituents and secondary phases not being of a fibrous nature
    • C04B2235/34—Non-metal oxides, non-metal mixed oxides, or salts thereof that form the non-metal oxides upon heating, e.g. carbonates, nitrates, (oxy)hydroxides, chlorides
    • C04B2235/3418—Silicon oxide, silicic acids, or oxide forming salts thereof, e.g. silica sol, fused silica, silica fume, cristobalite, quartz or flint
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2235/00—Aspects relating to ceramic starting mixtures or sintered ceramic products
    • C04B2235/02—Composition of constituents of the starting material or of secondary phases of the final product
    • C04B2235/30—Constituents and secondary phases not being of a fibrous nature
    • C04B2235/34—Non-metal oxides, non-metal mixed oxides, or salts thereof that form the non-metal oxides upon heating, e.g. carbonates, nitrates, (oxy)hydroxides, chlorides
    • C04B2235/3427—Silicates other than clay, e.g. water glass
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2235/00—Aspects relating to ceramic starting mixtures or sintered ceramic products
    • C04B2235/02—Composition of constituents of the starting material or of secondary phases of the final product
    • C04B2235/30—Constituents and secondary phases not being of a fibrous nature
    • C04B2235/40—Metallic constituents or additives not added as binding phase
    • C04B2235/402—Aluminium
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2235/00—Aspects relating to ceramic starting mixtures or sintered ceramic products
    • C04B2235/02—Composition of constituents of the starting material or of secondary phases of the final product
    • C04B2235/30—Constituents and secondary phases not being of a fibrous nature
    • C04B2235/42—Non metallic elements added as constituents or additives, e.g. sulfur, phosphor, selenium or tellurium
    • C04B2235/428—Silicon
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0045—Composites

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Organic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Manufacturing & Machinery (AREA)
  • Metallurgy (AREA)
  • Inorganic Chemistry (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Piles And Underground Anchors (AREA)
  • Tents Or Canopies (AREA)

Abstract

本发明公开一种建筑桩，包括有桩头、桩体和承重机构，所述桩头、桩体和承重机构依次连接，所述桩体底部侧壁上设置有抓地机构，所述桩体内部设置有减震管和两个连接锚管，所述两个连接锚管之间设置有加强柱，所述桩体顶部设置有支架，所述支架上方设置有承重台，所述承重台与支架之间通过弹簧连接，所述承重台上设置有顶柱，所述顶柱顶部设置有顶板，所述顶柱两侧设置有筋板；该建筑桩设计简单、安全、抗震和稳定性高。

Description

一种建筑桩
技术领域
本发明涉及一种建筑桩。
背景技术
在经济不断发展的今天，为了满足各种办公、住宿、娱乐的需要，楼房自然也越盖越多，越盖越高。在兴建建筑之前，在地基上打上建筑桩是常见的建筑施工方法。目前的建筑桩都是在较大的压力下竖直插入地面，如同钉子钉入木头一样，只受到垂直方向的摩擦阻力，而没有水平方向的契合作用，因此不是很稳固。
建筑物建成之后，由于地基下沉等原因，时常有建筑物的室内地面沉陷的情况发生，而由于一般建筑物的室内层高受限，无法采用大型设备在室内成桩，因此，建筑物的室内地面沉陷以后难以得到加固处理，危险性很高，而且时间长了，容易导致整栋楼将被迫停止使用，经济损失也很大。为此，目前建筑施工上出现了很多小型建筑桩体，通常是将预制部分结构后运输至施工现场再进行组装，然而在实际施工过程中，桩基的自身结构性能不足，且桩基的主要结构仍然是采取现场施工技术，但现场浇灌混凝土桩基结构耗用时间长，导致施工周期长，不利于施工成本的节约。
发明内容
本发明要解决的技术问题是提供一种设计简单、安全、抗震和稳定性高的建筑桩。
为解决上述技术问题，本发明采用如下技术方案：
一种建筑桩，包括有桩头、桩体和承重机构，所述桩头、桩体和承重机构依次连接，所述桩体底部侧壁上设置有抓地机构，所述桩体内部设置有减震管和两个连接锚管，所述两个连接锚管之间设置有加强柱，所述桩体顶部设置有支架，所述支架上方设置有承重台，所述承重台与支架之间通过弹簧连接，所述承重台上设置有顶柱，所述顶柱顶部设置有顶板，所述顶柱两侧设置有筋板，所述桩头由按重量份数配比的硅30‐40份、铝35‐45份、玻璃纤维28‐30份、超细砂26‐30份、聚丙烯12‐18份、二苯醚10‐16份、甲乙酮16‐18份、三氧化二锑10‐14份、三氧化钼12‐14份、珍珠岩20‐24份、硅藻土22‐26份、石墨30‐45份、丙烯酸酯10‐16份、苯二胺12‐14份、苯乙烯10‐14份和水20‐30份制成。
进一步的，所述桩头与桩体采用螺纹结构连接，利于桩头与桩体的拆装，而且安装牢固。
进一步的，所述承重台与顶柱为一体化设置，让建筑桩更加稳固。
进一步的，所述顶柱表面设置有不锈钢层，防止顶柱因长期接触水和氧气而生锈。
进一步的，所述顶柱内部设置有一条以上的钢筋，提高了顶柱的强度。
桩头的制造方法，包括有以下步骤：
1)取玻璃纤维28‐30份和超细砂26‐30份送去气流粉碎机中制成粉末，将粉末送入搅拌机中搅拌均匀，再加入水20‐30份和聚丙烯12‐18份，送入烘干机中，温度升至200‐300℃，持续30‐50min，备用；
2)取二苯醚10‐16份和甲乙酮16‐18份，送入加热机中，温度升至85‐95℃，持续20‐40min，再保温1‐2小时，备用；
3)取珍珠岩20‐24份送入碎石机中粉碎成小颗粒，加入步骤2)中制得的原料，送入搅拌机中，搅拌均匀，送入800‐900℃的焙烧机中焙烧2‐3小时，再送入密闭容器中冷却至室温，备用；
4)取三氧化二锑10‐14份和三氧化钼12‐14份，送入加热器中加热，温度由200℃升至300℃，升温速度为10℃/min，再保温3‐4小时，备用；
5)取硅藻土22‐26份和石墨30‐45份送入气流粉碎机中制成粉末，再加入丙烯酸酯10‐16份、苯二胺12‐14份和苯乙烯10‐14份，送入加热器中加热至50‐60℃，备用；
6)将步骤1)、步骤3)、步骤4)和步骤5)中制得的原料混合，加入硅30‐40份和铝35‐45份，送入熔融炉中，温度升至1200‐1300℃，持续2‐3小时，备用；
7)将步骤6)中的原料注入模中浇注养护30小时脱模，再常温养护五天，即可得到建筑桩的桩头。
本发明的有益效果为：该建筑桩设计简单，通过在桩头上设置有抓地机构，起到了固定作用，提高了建筑桩的稳定性；通过在承重台与支架之间设置有弹簧，纵向地震波使建筑物上下晃动，弹簧发生形变，避免建筑物上下剧烈晃动，发生破坏，保证建筑物结构的完整性；通过在桩体内设置有减震管，起到了减振作用，提高了安全性。
附图说明
图1为本发明一种建筑桩的结构示意图。
具体实施方式
实施例一
参照图1所示，一种建筑桩，包括有桩头1、桩体2和承重机构3，所述桩头1、桩体2和承重机构3依次连接，所述桩体2底部侧壁上设置有抓地机构4，所述桩体2内部设置有减震管5和两个连接锚管7，所述两个连接锚管7之间设置有加强柱6，所述桩体2顶部设置有支架8，所述支架8上方设置有承重台10，所述承重台10与支架8之间通过弹簧9连接，所述承重台10上设置有顶柱11，所述顶柱11顶部设置有顶板13，所述顶柱11两侧设置有筋板12。
所述桩头1与桩体2采用螺纹结构连接，利于桩头1与桩体2的拆装，而且安装牢固。
所述承重台10与顶柱11为一体化设置，让建筑桩更加稳固。
所述顶柱11表面设置有不锈钢层(未图示)，防止顶柱11因长期接触水和氧气而生锈。
所述顶柱11内部设置有一条以上的钢筋(未图示)，提高了顶柱11的强度。
桩头1的制造方法：
1)取玻璃纤维28份和超细砂26份送去气流粉碎机中制成粉末，将粉末送入搅拌机中搅拌均匀，再加入水20份和聚丙烯12份，送入烘干机中，温度升至200℃，持续30min，备用；
2)取二苯醚10份和甲乙酮16份，送入加热机中，温度升至85℃，持续20min，再保温1小时，备用；
3)取珍珠岩20份送入碎石机中粉碎成小颗粒，加入步骤2)中制得的原料，送入搅拌机中，搅拌均匀，送入800℃的焙烧机中焙烧2小时，再送入密闭容器中冷却至室温，备用；
4)取三氧化二锑10份和三氧化钼12份，送入加热器中加热，温度由200℃升至300℃，升温速度为10℃/min，再保温3小时，备用；
5)取硅藻土22份和石墨30份送入气流粉碎机中制成粉末，再加入丙烯酸酯10份、苯二胺12份和苯乙烯10份，送入加热器中加热至50℃，备用；
6)将步骤1)、步骤3)、步骤4)和步骤5)中制得的原料混合，加入硅30份和铝35份，送入熔融炉中，温度升至1200℃，持续2小时，备用；
7)将步骤6)中的原料注入模中浇注养护30小时脱模，再常温养护五天，即可得到建筑桩的桩头1。
实施例二
参照图1所示，一种建筑桩，包括有桩头1、桩体2和承重机构3，所述桩头1、桩体2和承重机构3依次连接，所述桩体2底部侧壁上设置有抓地机构4，所述桩体2内部设置有减震管5和两个连接锚管7，所述两个连接锚管7之间设置有加强柱6，所述桩体2顶部设置有支架8，所述支架8上方设置有承重台10，所述承重台10与支架8之间通过弹簧9连接，所述承重台10上设置有顶柱11，所述顶柱11顶部设置有顶板13，所述顶柱11两侧设置有筋板12。
所述桩头1与桩体2采用螺纹结构连接，利于桩头1与桩体2的拆装，而且安装牢固。
所述承重台10与顶柱11为一体化设置，让建筑桩更加稳固。
所述顶柱11表面设置有不锈钢层(未图示)，防止顶柱11因长期接触水和氧气而生锈。
所述顶柱11内部设置有一条以上的钢筋(未图示)，提高了顶柱11的强度。
桩头1的制造方法：
1)取玻璃纤维29份和超细砂28份送去气流粉碎机中制成粉末，将粉末送入搅拌机中搅拌均匀，再加入水25份和聚丙烯15份，送入烘干机中，温度升至250℃，持续40min，备用；
2)取二苯醚13份和甲乙酮17份，送入加热机中，温度升至90℃，持续30min，再保温1.5小时，备用；
3)取珍珠岩22份送入碎石机中粉碎成小颗粒，加入步骤2)中制得的原料，送入搅拌机中，搅拌均匀，送入850℃的焙烧机中焙烧2.5小时，再送入密闭容器中冷却至室温，备用；
4)取三氧化二锑12份和三氧化钼13份，送入加热器中加热，温度由200℃升至300℃，升温速度为10℃/min，再保温3.5小时，备用；
5)取硅藻土24份和石墨37.5份送入气流粉碎机中制成粉末，再加入丙烯酸酯13份、苯二胺13份和苯乙烯12份，送入加热器中加热至55℃，备用；
6)将步骤1)、步骤3)、步骤4)和步骤5)中制得的原料混合，加入硅35份和铝40份，送入熔融炉中，温度升至1250℃，持续2.5小时，备用；
7)将步骤6)中的原料注入模中浇注养护30小时脱模，再常温养护五天，即可得到建筑桩的桩头1。
实施例三
参照图1所示，一种建筑桩，包括有桩头1、桩体2和承重机构3，所述桩头1、桩体2和承重机构3依次连接，所述桩体2底部侧壁上设置有抓地机构4，所述桩体2内部设置有减震管5和两个连接锚管7，所述两个连接锚管7之间设置有加强柱6，所述桩体2顶部设置有支架8，所述支架8上方设置有承重台10，所述承重台10与支架8之间通过弹簧9连接，所述承重台10上设置有顶柱11，所述顶柱11顶部设置有顶板13，所述顶柱11两侧设置有筋板12。
所述桩头1与桩体2采用螺纹结构连接，利于桩头1与桩体2的拆装，而且安装牢固。
所述承重台10与顶柱11为一体化设置，让建筑桩更加稳固。
所述顶柱11表面设置有不锈钢层(未图示)，防止顶柱11因长期接触水和氧气而生锈。
所述顶柱11内部设置有一条以上的钢筋(未图示)，提高了顶柱11的强度。
桩头1的制造方法：
1)取玻璃纤维30份和超细砂30份送去气流粉碎机中制成粉末，将粉末送入搅拌机中搅拌均匀，再加入水30份和聚丙烯18份，送入烘干机中，温度升至300℃，持续50min，备用；
2)取二苯醚16份和甲乙酮18份，送入加热机中，温度升至95℃，持续40min，再保温2小时，备用；
3)取珍珠岩24份送入碎石机中粉碎成小颗粒，加入步骤2)中制得的原料，送入搅拌机中，搅拌均匀，送入900℃的焙烧机中焙烧3小时，再送入密闭容器中冷却至室温，备用；
4)取三氧化二锑14份和三氧化钼14份，送入加热器中加热，温度由200℃升至300℃，升温速度为10℃/min，再保温4小时，备用；
5)取硅藻土26份和石墨45份送入气流粉碎机中制成粉末，再加入丙烯酸酯16份、苯二胺14份和苯乙烯14份，送入加热器中加热至60℃，备用；
6)将步骤1)、步骤3)、步骤4)和步骤5)中制得的原料混合，加入硅40份和铝45份，送入熔融炉中，温度升至1300℃，持续3小时，备用；
7)将步骤6)中的原料注入模中浇注养护30小时脱模，再常温养护五天，即可得到建筑桩的桩头1。
实验例
选用实施例一、实施例二、实施例三和普通建筑桩，分为4组，观察各组建筑桩使用一年后的情况。
对比结果见下表：
由此可见，本发明三个实施例中的样品与普通建筑桩相比在耐磨损、倾斜度和结构强度上具有显著提升。
本发明的有益效果为：该建筑桩设计简单，通过在桩头上设置有抓地机构，起到了固定作用，提高了建筑桩的稳定性；通过在承重台与支架之间设置有弹簧，纵向地震波使建筑物上下晃动，弹簧发生形变，避免建筑物上下剧烈晃动，发生破坏，保证建筑物结构的完整性；通过在桩体内设置有减震管，起到了减振作用，提高了安全性。
以上所述，仅为本发明的具体实施方式，但本发明的保护范围并不局限于此，任何不经过创造性劳动想到的变化或替换，都应涵盖在本发明的保护范围内。

Claims (5)

1.一种建筑桩，其特征在于：包括有桩头、桩体和承重机构，所述桩头、桩体和承重机构依次连接，所述桩体底部侧壁上设置有抓地机构，所述桩体内部设置有减震管和两个连接锚管，所述两个连接锚管之间设置有加强柱，所述桩体顶部设置有支架，所述支架上方设置有承重台，所述承重台与支架之间通过弹簧连接，所述承重台上设置有顶柱，所述顶柱顶部设置有顶板，所述顶柱两侧设置有筋板，所述桩头由按重量份数配比的硅30-40份、铝35-45份、玻璃纤维28-30份、超细砂26-30份、聚丙烯12-18份、二苯醚10-16份、甲乙酮16-18份、三氧化二锑10-14份、三氧化钼12-14份、珍珠岩20-24份、硅藻土22-26份、石墨30-45份、丙烯酸酯10-16份、苯二胺12-14份、苯乙烯10-14份和水20-30份制成，所述桩头的制造方法，包括有以下步骤：
1)取玻璃纤维28-30份和超细砂26-30份送去气流粉碎机中制成粉末，将粉末送入搅拌机中搅拌均匀，再加入水20-30份和聚丙烯12-18份，送入烘干机中，温度升至200-300℃，持续30-50min，备用；
2)取二苯醚10-16份和甲乙酮16-18份，送入加热机中，温度升至85-95℃，持续20-40min，再保温1-2小时，备用；
3)取珍珠岩20-24份送入碎石机中粉碎成小颗粒，加入步骤2)中制得的原料，送入搅拌机中，搅拌均匀，送入800-900℃的焙烧机中焙烧2-3小时，再送入密闭容器中冷却至室温，备用；
4)取三氧化二锑10-14份和三氧化钼12-14份，送入加热器中加热，温度由200℃升至300℃，升温速度为10℃/min，再保温3-4小时，备用；
5)取硅藻土22-26份和石墨30-45份送入气流粉碎机中制成粉末，再加入丙烯酸酯10-16份、苯二胺12-14份和苯乙烯10-14份，送入加热器中加热至50-60℃，备用；
6)将步骤1)、步骤3)、步骤4)和步骤5)中制得的原料混合，加入硅30-40份和铝35-45份，送入熔融炉中，温度升至1200-1300℃，持续2-3小时，备用；
7)将步骤6)中的原料注入模中浇注养护30小时脱模，再常温养护五天，即可得到建筑桩的桩头。
2.根据权利要求1所述的建筑桩，其特征在于：所述桩头与桩体采用螺纹结构连接。
3.根据权利要求2所述的建筑桩，其特征在于：所述承重台与顶柱为一体化设置。
4.根据权利要求3所述的建筑桩，其特征在于：所述桩管表面设置有不锈钢层。
5.根据权利要求4所述的建筑桩，其特征在于：所述顶柱内部设置有一条以上的钢筋。
CN201610101736.7A 2016-02-24 2016-02-24 一种建筑桩 Expired - Fee Related CN105756053B (zh)

Priority Applications (5)

Application Number Priority Date Filing Date Title
CN201710989447.XA CN107700476B (zh) 2016-02-24 2016-02-24 一种建筑桩
CN201610101736.7A CN105756053B (zh) 2016-02-24 2016-02-24 一种建筑桩
CN201710989466.2A CN107747310B (zh) 2016-02-24 2016-02-24 一种建筑桩
CN201710989449.9A CN107721249A (zh) 2016-02-24 2016-02-24 一种建筑桩的桩头
CN201710989461.XA CN107675701B (zh) 2016-02-24 2016-02-24 一种建筑桩

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610101736.7A CN105756053B (zh) 2016-02-24 2016-02-24 一种建筑桩

Related Child Applications (4)

Application Number Title Priority Date Filing Date
CN201710989447.XA Division CN107700476B (zh) 2016-02-24 2016-02-24 一种建筑桩
CN201710989466.2A Division CN107747310B (zh) 2016-02-24 2016-02-24 一种建筑桩
CN201710989449.9A Division CN107721249A (zh) 2016-02-24 2016-02-24 一种建筑桩的桩头
CN201710989461.XA Division CN107675701B (zh) 2016-02-24 2016-02-24 一种建筑桩

Publications (2)

Publication Number Publication Date
CN105756053A CN105756053A (zh) 2016-07-13
CN105756053B true CN105756053B (zh) 2018-01-12

Family

ID=56331228

Family Applications (5)

Application Number Title Priority Date Filing Date
CN201610101736.7A Expired - Fee Related CN105756053B (zh) 2016-02-24 2016-02-24 一种建筑桩
CN201710989461.XA Active CN107675701B (zh) 2016-02-24 2016-02-24 一种建筑桩
CN201710989447.XA Active CN107700476B (zh) 2016-02-24 2016-02-24 一种建筑桩
CN201710989449.9A Withdrawn CN107721249A (zh) 2016-02-24 2016-02-24 一种建筑桩的桩头
CN201710989466.2A Active CN107747310B (zh) 2016-02-24 2016-02-24 一种建筑桩

Family Applications After (4)

Application Number Title Priority Date Filing Date
CN201710989461.XA Active CN107675701B (zh) 2016-02-24 2016-02-24 一种建筑桩
CN201710989447.XA Active CN107700476B (zh) 2016-02-24 2016-02-24 一种建筑桩
CN201710989449.9A Withdrawn CN107721249A (zh) 2016-02-24 2016-02-24 一种建筑桩的桩头
CN201710989466.2A Active CN107747310B (zh) 2016-02-24 2016-02-24 一种建筑桩

Country Status (1)

Country Link
CN (5) CN105756053B (zh)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106368209A (zh) * 2016-09-18 2017-02-01 彭伟成 一种建筑桩
CN107700515B (zh) * 2017-09-15 2019-08-06 杭州绿城都会建筑设计有限公司 建筑桩基
CN112376549B (zh) * 2020-10-26 2022-02-08 福建省交通规划设计院有限公司 一种预应力混凝土管桩抗震连接装置及其使用方法
CN117513443B (zh) * 2024-01-03 2024-03-12 山东历控建设发展有限公司 一种绿色建筑抗震加强结构及其施工方法

Family Cites Families (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0794727B2 (ja) * 1990-01-17 1995-10-11 株式会社フジタ ばねを有する杭
FR2712334B1 (fr) * 1993-11-10 1996-02-02 Rambaud Pascal Poteau de support pour barrière d'arrêt de blocs dévalants, à ancrage unique.
CN1460751A (zh) * 2003-06-09 2003-12-10 吕怀民 一种组合桩和组合桩、组合桩基础的组合施工方法及用途
CN101487255B (zh) * 2008-01-17 2011-05-04 上海陆驱商贸有限公司 高强度预应力混凝土带节管桩及其制备方法
CN101602582B (zh) * 2008-06-12 2013-01-16 江苏固丰管桩集团有限公司 高抗裂高活性管桩混凝土掺合料的制备
CN201520971U (zh) * 2009-08-31 2010-07-07 北京格物创道科技发明有限公司 一种基桩
CN102276214B (zh) * 2010-06-12 2014-07-09 黄贺明 一种高耐久性高承载力混凝土管桩
CN202000381U (zh) * 2011-03-16 2011-10-05 梁金炽 一种可抵御地震的建筑物结构
CN202730789U (zh) * 2012-03-29 2013-02-13 北京天工创道建筑科技有限公司 一种基桩及其整合结构
CN203007945U (zh) * 2012-12-03 2013-06-19 北京天工创道建筑科技有限公司 一种可以吸收地震波的抗震地锚装置
CN104565681A (zh) * 2013-10-22 2015-04-29 中国石油化工股份有限公司 一种绝热材料和绝热管道及其制备方法
CN203569581U (zh) * 2013-11-15 2014-04-30 许昌学院 一种抗滑抗震的建筑桩
CN204125946U (zh) * 2014-10-16 2015-01-28 张瑞龙 减震地基支撑管
CN104591644A (zh) * 2014-12-25 2015-05-06 东南大学 一种高强高韧建筑方桩及其制备方法
CN204645022U (zh) * 2015-04-21 2015-09-16 杨雪飞 一种新型抗震建筑桩
CN104829180A (zh) * 2015-04-27 2015-08-12 海盐水泥制管有限公司 一种钢筋混凝土管柱的制备方法

Also Published As

Publication number Publication date
CN105756053A (zh) 2016-07-13
CN107721249A (zh) 2018-02-23
CN107747310A (zh) 2018-03-02
CN107675701B (zh) 2019-08-02
CN107675701A (zh) 2018-02-09
CN107747310B (zh) 2019-07-19
CN107700476B (zh) 2019-12-17
CN107700476A (zh) 2018-02-16

Similar Documents

Publication Publication Date Title
CN105756053B (zh) 一种建筑桩
CN104628322B (zh) 一种半柔性抗车辙路面材料及其制备方法
CN107761963A (zh) 混凝土结构新型装配式建筑体系及其装配方法
CN110284516A (zh) 一种轻型化预制装配式混凝土板柱基础及其施工方法
CN107044175A (zh) 带暗梁暗柱的装配式剪力墙竖向连接体系及其安装方法
CN109338874A (zh) 基于定向ecc的桥梁复合墩柱结构及施工工艺
CN106906836B (zh) 一种用于铁质红土地区的cfg桩复合地基及其施工方法
CN104675013B (zh) 基于t型槽连接的装配式钢纤维再生砖混凝土墙体的施工方法
CN106013229B (zh) 一种独立式砖砌体抗震窑洞的建造方法
CN104446310A (zh) 一种混凝土管桩的混凝土配方及管桩制备方法
CN209457056U (zh) 一种减小抗浮锚杆对水池底板水平约束的连接节点
CN209555967U (zh) 一种h型混凝土板装配式生态挡土墙
CN204001705U (zh) 基于地锚桁架的地下室外墙单面支模施工结构
CN107100285A (zh) 一种预制卫生间防渗止水施工方法
CN214993788U (zh) 一种装配式水泥土复合桩
CN109183821A (zh) 一种易拆卸预制水平降水井结构及施工方法
CN205976590U (zh) 一种附加式空间约束高延性砌体改造结构
CN108951682A (zh) 一种预拌高强度水泥土地基基础
CN105731904A (zh) 一种优质建筑桩及其制备方法
CN203393755U (zh) 既有建筑直接增层基础结构
CN107859214A (zh) 一种带键槽形凹槽的装配式双向复合墙板及其施工方法
CN209162840U (zh) 一种多锚盘旋喷搅拌加劲桩
CN208668431U (zh) 一种深基坑支护体系
CN208996495U (zh) 基于现浇屋面板与窑顶围护梁的砖石箍窑加固结构
CN109162281A (zh) 一种多锚盘旋喷搅拌加劲桩

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
CB03 Change of inventor or designer information
CB03 Change of inventor or designer information

Inventor after: Tao Chengyun

Inventor after: Huang Wei

Inventor after: Liu Xingguo

Inventor before: Zhang Rilong

TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20171211

Address after: 150076 Zhongxing Avenue, Nangang District, Harbin, Heilongjiang Province, No. 109

Applicant after: HARBIN University

Address before: 510800 Huadu District, Guangdong, Guangzhou Province town of iron mountain village team 11

Applicant before: Zhang Rilong

GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180112