- 摘 要
-
(中國航空規(guī)劃設(shè)計研究總院有限公司， 北京 100120)
［摘要］通過對云南科技館工程柱網(wǎng)、層高、活荷載大的結(jié)構(gòu)在軟土及高烈度區(qū)的基礎(chǔ)選型簡單介紹，重點對鉆孔灌注樁和預(yù)應(yīng)力管樁（PHC）兩種樁型進行比較，通過比較樁基施工的成孔可能性、經(jīng)濟性、施工難易程度、實際施工情況及單樁承載力試樁等表明，預(yù)應(yīng)力管樁施工困難，其承載力、樁長基本達不到設(shè)計要求，而最終選擇更易于施工、承載力滿足設(shè)計要求的鉆孔灌注樁。
［關(guān)鍵詞］試樁； 預(yù)應(yīng)力管樁； 鉆孔灌注樁
中圖分類號： TU473.1 文獻標識碼： A文章編號： 1002-848X(2016)S2-0487-04
Pile design of Yunnan Science and Technology Museum
Li Ling, Song Xiaohong, Wang Yaman
（China Aviation Planning and Design Institute Co., Ltd., Beijing 100120, China）
Abstract： Based on the selection of foundation, Yunnan Science and Technology Museum column height, live load of large structures in soft soil and high intensity area is briefly introduced. Two kinds of pile type (the bored pile and PHC tubular pile) were compared. Pile foundation construction was studied by comparing the pore forming possibility, economy, construction the degree of difficulty, the actual construction situation, and the bearing capacity of single pile. Pile test results show that the construction of PHC tubular pipe is difficult and bearing capacity and pile length can not reach the design requirements. Ultimately bored pile whose construction is more easy and bearing capacity can meet the design requirements was chosen.
Keywords： pile testing; PHC tubular pile; bored pile
作者簡介： 李令，碩士，工程師，Email：18701316159@163.com。
