CN203113311U - 复合板桩结构 - Google Patents

复合板桩结构 Download PDF

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Publication number
CN203113311U
CN203113311U CN 201320153685 CN201320153685U CN203113311U CN 203113311 U CN203113311 U CN 203113311U CN 201320153685 CN201320153685 CN 201320153685 CN 201320153685 U CN201320153685 U CN 201320153685U CN 203113311 U CN203113311 U CN 203113311U
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王孟颖
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Hengye Construction Group Co. Ltd.
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王孟颖
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Abstract

一种复合板桩结构，包括板桩以及桩套，桩套包覆在板桩的底部，以胶合连结或钉子连结方式与复合板桩的底部连结，桩套与土层接触的底部呈斜尖角的形状，以强化纤维与树脂基材复合所制成的板桩，以及以合金制成的金属桩套，以成为一种具有传统金属板桩性能且耐腐蚀的复合板桩结构。

Description

复合板桩结构
技术领域
 本实用新型涉及一种建材结构，尤其是一种复合板桩结构。
背景技术
众所周知，一般习知使用在建筑、土木结构及水利工程的金属板桩，是一种用于营造工程中用于挡土及挡水的建筑材料，多由钢铁铸造而成，制造成本高并且无法长时间使用，实务上一般皆以租赁方式将金属板桩作为临时性建材，但金属板桩在经历多次重复组装、插打及拔除后，常会发生弯曲破损，锁口不合、等缺陷情况，必须及时整修，缺陷情况严重时，该金属板桩必须舍弃无法再次使用。
发明内容
 为了克服上述缺点，本实用新型提供了一种复合板桩结构，包括以强化纤维与树脂基材复合所制成的板桩，以及一以合金制成的金属桩套，以成为一种具有传统金属板桩性能且耐腐蚀的复合板桩结构。
本实用新型解决其技术问题所采用的技术方案是：一种复合板桩结构，包括板桩以及桩套，桩套包覆在板桩的底部，以胶合连结或钉子连结方式与复合板桩的底部连结，桩套与土层接触的底部呈斜尖角的形状，板桩以强化纤维与树脂基材复合所制成，桩套以合金制成。
本实用新型的有益效果是，一种复合板桩结构，包括以强化纤维与树脂基材复合所制成的板桩，以及一以合金制成的金属桩套，以成为一种具有传统金属板桩性能且耐腐蚀的复合板桩结构。
附图说明
下面结合附图和实施例对本实用新型进一步说明。
图1是本实用新型的结构原理图。
具体实施方式
在图中，一种复合板桩结构1，包括以强化纤维与树脂基材复合所制成的板桩2，以及一以合金制成的金属桩套3，以成为一种具有传统金属板桩性能且耐腐蚀的复合板桩结构1，金属桩套3包覆在板桩2的底部，以胶合连结或钉子连结方式与复合板桩2的底部连结，桩套3与土层接触之底部呈斜尖角的形状，使板桩2在打入土层时，更容易切入土层中。

Claims (3)

1.一种复合板桩结构，包括板桩以及桩套，其特征在于：桩套包覆在板桩的底部，以胶合连结或钉子连结方式与复合板桩的底部连结，桩套与土层接触的底部呈斜尖角的形状。
2. 根据权利要求1所述的复合板桩结构，其特征在于：所述的板桩以强化纤维与树脂基材复合所制成。
3. 根据权利要求1所述的复合板桩结构，其特征在于：所述的桩套以合金制成。
CN 201320153685 2013-04-01 2013-04-01 复合板桩结构 Expired - Fee Related CN203113311U (zh)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320153685 CN203113311U (zh) 2013-04-01 2013-04-01 复合板桩结构

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Application Number Priority Date Filing Date Title
CN 201320153685 CN203113311U (zh) 2013-04-01 2013-04-01 复合板桩结构

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CN203113311U true CN203113311U (zh) 2013-08-07

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103485330A (zh) * 2013-10-17 2014-01-01 江苏省交通规划设计院股份有限公司 一种复合材料板桩
WO2016175671A1 (en) 2015-04-27 2016-11-03 Pph S. I A. Pietrucha Andrzej Pietrucha Profile

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103485330A (zh) * 2013-10-17 2014-01-01 江苏省交通规划设计院股份有限公司 一种复合材料板桩
WO2016175671A1 (en) 2015-04-27 2016-11-03 Pph S. I A. Pietrucha Andrzej Pietrucha Profile
US10626571B2 (en) 2015-04-27 2020-04-21 Pph S. I A. Pietrucha Andrzej Pietrucha Geotechnical profiles and a method of manufacture of geotechnical profiles

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Address after: In Shangqiu city of Henan province 476000 Suiyang District Shenhuo Avenue and Xiangjun Road intersection angle

Patentee after: Hengye Construction Group Co. Ltd.

Address before: Shangqiu City, Henan province 476400 Xiayi County Chengguan town electric District 8 Building 1 unit 4

Patentee before: Fu Wenjie

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