CN203238624U - 新型钢管水泥桩 - Google Patents

新型钢管水泥桩 Download PDF

Info

Publication number
CN203238624U
CN203238624U CN 201320211743 CN201320211743U CN203238624U CN 203238624 U CN203238624 U CN 203238624U CN 201320211743 CN201320211743 CN 201320211743 CN 201320211743 U CN201320211743 U CN 201320211743U CN 203238624 U CN203238624 U CN 203238624U
Authority
CN
China
Prior art keywords
pile
pile body
steel tube
cement
novel steel
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
CN 201320211743
Other languages
English (en)
Inventor
付苓
孙海涛
熊海涛
柏瑞峰
龚善广
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.)
Mount Huangshan Rui Xin energy Limited by Share Ltd
Original Assignee
KUNSHAN RUNSOL NEW ENERGY TECHNOLOGY Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by KUNSHAN RUNSOL NEW ENERGY TECHNOLOGY Ltd filed Critical KUNSHAN RUNSOL NEW ENERGY TECHNOLOGY Ltd
Priority to CN 201320211743 priority Critical patent/CN203238624U/zh
Application granted granted Critical
Publication of CN203238624U publication Critical patent/CN203238624U/zh
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

本实用新型公开了一种新型钢管水泥桩,包括桩体和桩帽,桩帽固定与桩体的上端,所述桩体为空心圆柱状的钢管,所述桩体侧面设有若干渗透孔,本实用新型采用空心钢管作为水泥桩的桩体,同时在桩体上设置多个渗透孔,在水泥桩打入地下后,向水泥桩桩体内灌入混凝土,混凝土从桩体的渗透孔慢慢渗出后凝固,将渗出后的水泥与桩体凝为一体,极大的改善了水泥桩的强度,相比现有的水泥桩,本实用新型结构简单,施工方法简易,施工后地基更加牢固,改变了以往太阳能跟踪支架地基施工繁琐的方式,降低了太阳能跟踪支架施工的成本,提高了使用安全性。

Description

新型钢管水泥桩
技术领域
本实用新型涉及一种建筑材料,特别涉及一种用于太阳能跟踪支架基础施工的新型钢管水泥桩。
背景技术
目前,太阳能跟踪支架的基础施工多数采用水泥及钢筋浇灌呈预制块式,然后将预制块埋入地上,是地下基础结构坚固、牢实,这种挖坑预埋的地基加固方式存在施工复杂,浪费大量人力物力,如果采用水泥桩压入地下,普通的水泥桩压入地下后,由于强度不够,施工后的地面无法承受太阳能跟踪支架的长时间高强度运转而产生崩裂、塌陷等现象,严重影响太阳能跟踪支架的使用及操作人员的安全,缺少一种稳固性强,施工方法简易的水泥桩。
发明内容
为了克服上述缺陷,本实用新型提供了一种稳固性强、施工方法简易的新型钢管水泥桩。
本实用新型为了解决其技术问题所采用的技术方案是:一种新型钢管水泥桩,包括桩体和桩帽,桩帽固定与桩体的上端,所述桩体为空心圆柱状的钢管,所述桩体侧面设有若干渗透孔。
作为本实用新型的进一步改进,所述桩体上设有4排渗透孔,所述4排渗透孔沿桩体圆周面均匀分布,每排渗透孔上设有4个渗透孔。
作为本实用新型的进一步改进,所述桩帽的下端设有多个与桩体连接的加强筋。
本实用新型的有益效果是:本实用新型采用空心钢管作为水泥桩的桩体,同时在桩体上设置多个渗透孔,在水泥桩打入地下后,向水泥桩桩体内灌入混凝土,混凝土从桩体的渗透孔慢慢渗出后凝固,将渗出后的水泥与桩体凝为一体,极大的改善了水泥桩的强度,相比现有的水泥桩,本实用新型结构简单,施工方法简易,施工后地基更加牢固,改变了以往太阳能跟踪支架地基施工繁琐的方式,降低了太阳能跟踪支架施工的成本,提高了使用安全性。
附图说明
图1为本实用新型结构示意图;
图中标示:1-桩体;2-桩帽;3-渗透孔;4-加强筋。
具体实施方式
为了加深对本实用新型的理解,下面将结合实施例和附图对本实用新型作进一步详述,该实施例仅用于解释本实用新型,并不构成对本实用新型保护范围的限定。
图1示出了本实用新型一种新型钢管水泥桩的一种实施方式,包括桩体1和桩帽2,桩帽2固定与桩体1的上端,所述桩体1为空心圆柱状的钢管,所述桩体1侧面设有若干渗透孔3,所述桩体1上设有4排渗透孔3,所述4排渗透孔3沿桩体圆周面均匀分布,每排渗透孔3上设有4个渗透孔3,所述桩帽2的下端设有多个与桩体1连接的加强筋4。使用时将水泥桩整体打入地下后,向水泥桩的顶部灌入混凝土,混凝体进入桩体1后通过渗透孔3向外渗出,最后将桩体凝为一体,增强水泥桩的稳固性。

Claims (3)

1.一种新型钢管水泥桩,包括桩体(1)和桩帽(2),桩帽(2)固定与桩体(1)的上端,其特征在于:所述桩体(1)为空心圆柱状的钢管,所述桩体(1)侧面设有若干渗透孔(3)。
2.根据权利要求1所述的新型钢管水泥桩,其特征在于:所述桩体(1)上设有4排渗透孔(3),所述4排渗透孔(3)沿桩体圆周面均匀分布,每排渗透孔(3)上设有4个渗透孔(3)。
3.根据权利要求1所述的新型钢管水泥桩,其特征在于:所述桩帽(2)的下端设有多个与桩体(1)连接的加强筋(4)。
CN 201320211743 2013-04-24 2013-04-24 新型钢管水泥桩 Expired - Fee Related CN203238624U (zh)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320211743 CN203238624U (zh) 2013-04-24 2013-04-24 新型钢管水泥桩

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320211743 CN203238624U (zh) 2013-04-24 2013-04-24 新型钢管水泥桩

Publications (1)

Publication Number Publication Date
CN203238624U true CN203238624U (zh) 2013-10-16

Family

ID=49315938

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320211743 Expired - Fee Related CN203238624U (zh) 2013-04-24 2013-04-24 新型钢管水泥桩

Country Status (1)

Country Link
CN (1) CN203238624U (zh)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106320121A (zh) * 2015-04-16 2017-01-11 重庆文理学院 一种路基修复结构及方法

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106320121A (zh) * 2015-04-16 2017-01-11 重庆文理学院 一种路基修复结构及方法
CN106320121B (zh) * 2015-04-16 2018-08-07 重庆文理学院 一种路基修复结构及方法

Similar Documents

Publication Publication Date Title
CN201502061U (zh) 双锚头可回收预应力锚索
CN202323962U (zh) 疏排管桩与土钉墙复合支护结构
CN202881958U (zh) 一种含有降水功能的基坑支护结构
CN103882869A (zh) 一种用于基坑围护的斜向支撑桩结构及其施工方法
CN202865828U (zh) 一种快速排水管桩
CN102733398B (zh) 一种组合式可回收的基坑支护内支撑立柱
CN204040041U (zh) 一种设有竖向锚杆的前密后疏双排桩支护体系
CN203238624U (zh) 新型钢管水泥桩
CN203034476U (zh) 钢格构柱回字型混凝土承台组合式塔吊基础结构
CN203213132U (zh) 一种适用于光伏工程的圆柱桩基础结构
CN202644543U (zh) 一种组合式可回收的基坑支护内支撑立柱
CN205188944U (zh) 一种加固混凝土圆桩
CN206308700U (zh) 一种交通工程施工护坡装置
CN204080821U (zh) 一种钢结构基坑换撑装置
CN204080820U (zh) 一种混凝土结构基坑换撑装置
CN204780892U (zh) 一种高强度的管桩裂缝补强结构
CN104153374A (zh) 一种带有斜撑与拉锚的组合式基坑支护结构
CN204212319U (zh) 一种旋入式温室立柱
CN103993612B (zh) 一种水下混凝土承台的建造方法
CN202611250U (zh) 立柱钢管混凝土灌注台架
CN102425174A (zh) 疏排管桩与土钉墙复合支护结构
CN206418859U (zh) 一种竖向可伸缩的基坑临边围护装置
CN204940267U (zh) 环氧隔离钢桩
CN204000891U (zh) 一种带有斜撑与拉锚的组合式基坑支护结构
CN202989910U (zh) 一种防止钢筋笼上浮的抗浮装置

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: HUANGSHAN RUNSOL NEW ENERGY TECHNOLOGY CO., LTD.

Free format text: FORMER OWNER: KUNSHAN RUIJI NEW ENERGY TECHNOLOGY CO., LTD.

Effective date: 20140110

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 215300 SUZHOU, JIANGSU PROVINCE TO: 245000 HUANGSHAN, ANHUI PROVINCE

TR01 Transfer of patent right

Effective date of registration: 20140110

Address after: 245000 Anhui province Huangshan City Xiuning County town of Haiyang Xin'an road Shanglin Jiayuan 1 room 19

Patentee after: Mount Huangshan Rui based Amperex Technology Limited

Address before: Suzhou City, Jiangsu province 215300 Kunshan Development Zone Road No. 189 building 3 201 chapter

Patentee before: Kunshan Runsol New Energy Technology Ltd.

C56 Change in the name or address of the patentee
CP01 Change in the name or title of a patent holder

Address after: 245000 Anhui province Huangshan City Xiuning County town of Haiyang Xin'an road Shanglin Jiayuan 1 room 19

Patentee after: Mount Huangshan Rui Xin energy Limited by Share Ltd

Address before: 245000 Anhui province Huangshan City Xiuning County town of Haiyang Xin'an road Shanglin Jiayuan 1 room 19

Patentee before: Mount Huangshan Rui based Amperex Technology Limited

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

Granted publication date: 20131016

Termination date: 20190424

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