想象一种可以"吹"、"化"的建筑——2007深圳·香港城市\建筑双城双年展总策展人马清运专访

问:能否介绍一下您在怎样的背景下提出2007深圳·香港城市\建筑双城双年展的主题——"城市的过期和再生"?马清运:一般说来对于城市的理解有两种学派,一种学派认为城市是通过时间的孕育和历史的演变自然而然生长出来的,是一个有机体,所有的有机体都有生、长、熟、死的过程。但这恰恰违背我们盖房子和建城市     

北京：积极推进节约型园林绿化

·编者按· 实施节约园林,是当今世界非常关注的问题,更是人类对自己所生存的环境关爱的明智之举.本期专题围绕"节约园林"这个行业的热门话题,邀请北京、上海、广州三个城市的专家领导和从事设计、科研、建设的专家,结合自己的实践各抒己见,并介绍推荐了许多好的做法,给读者以启发和借鉴.     

再生与再织2007年深圳·香港城市/建筑双城双年展

十年前,建筑界最精力充沛的探险家瑞姆·库哈斯带领着他的哈佛团队潜入珠三角,以一部后来被冠名为"大跃进"的集体著作,拉开一个区域被大笔书写的序幕。此后的十年,以广州、深圳为中心的珠三角城市故事作为一种全新的模式受到世界关注。这里发生的一切好像一部美国西部大开发历史,曾经蛮荒的土地上,城市运动带来的变化令人目眩神迷。     

超大型玻璃幕墙"四性"试验研究

北京首都国际机场新航站楼T3B工程中的幕墙系统是工程的一大特色,也是工程质量控制的重点和难点,通过超大型玻璃幕墙四性(空气渗透性、雨水渗漏性、风压变形、结构位移)试验,验证了工程中幕墙本身的性能以及安装工艺能够满足设计要求的各项指标.     

中国对美国造园设计的影响

直到现在我们所知的、中国风景园林对美国的影响都是间接的。也就是说,它的影响是通过其他设计传统传到美国的①,正因为如此,且不提普通大众,许多设计师可能也没有意识到有来自中国的任何影响。尽管随着大量中国式庭院在美国兴建的状况正在发生着改变,但中国式的设计仍然被另2个国家—日本和英国的设计传统先入为主地诠释了。探讨为什么大量中国的风景园林设计对美国的影响是间接的,进而探讨为什么这种状况在今后可能有所改观。     

聚人才优势 创临工辉煌

2005年4月8日，在”四面荷花三面柳，一城山色半城湖”的文化名城济南，山东临工工程机械有限公司迎来了喜庆的日子。经国家人事部批准，临工博士后科研工作站正式成立，同时挂牌的还有临工工程机械研究所。出席挂牌典礼的有山东省人事厅的领导、临沂市人民政府的领导、中国工程机械工业协会的领导，还有吉林大学、同济大学、长安大学、山西科技大学、北京航空航天大学、柳工工程机械集团的专家、教授以及新闻媒体、协作单位的代表。     

装载机轮胎打滑的原因及其应对措施

在轮式装载机工作过程中,有时会发生轮胎打滑现象.所谓打滑,是指轮胎在路面上滑移或滑转.此时,装载机的牵引力急剧下降,轮胎磨损,装载机无法正常工作.从车辆的运动学和动力学方面解释了造成轮胎打滑的根本原因,说明了打滑的种类及造成的危害.论述了避免轮胎打滑的应对措施,其中包括对两侧和单侧轮胎打滑,以及因存在寄生功率而使轮胎打滑时应采取的不同措施.     

御风而行

我和你一样,都没有翅膀。但我要带着你飞,御着风。让我们从南中国五十年不遇的浩雪冻雨中起飞,在浩瀚的太平洋上拍浪翱翔,飞过赤道时请向严寒挥手道别。前方!神奇的非洲大陆就在前方!降落时你是否会有时空错乱的感觉?在这原始的茅棚聚     

Innovation and future of mining rock mechanics

The 121 mining method of longwall mining first proposed in England has been widely used around the world.This method requires excavation of two mining roadways and reservation of one coal pillar to mine one working face.Due to considerable excavation of roadway,the mining roadway is generally destroyed during coal mining.The stress concentration in the coal pillar can cause large deformation of surrounding rocks,rockbursts and other disasters,and subsequently a large volume of coal pillar resources will be wasted.To improve the coal recovery rate and reduce excavation of the mining roadway,the 111 mining method of longwall mining was proposed in the former Soviet Union based on the 121 mining method.The 111 mining method requires excavation of one mining roadway and setting one filling body to replace the coal pillar while maintaining another mining roadway to mine one working face.However,because the stress transfer structure of roadway and working face roof has not changed,the problem of stress concentration in the surrounding rocks of roadway has not been well solved.To solve the above problems,the conventional concept utilizing high-strength support to resist the mining pressure for the 121 and 111 mining methods should be updated.The idea is to utilize mining pressure and expansion characteristics of the collapsed rock mass in the goaf to automatically form roadways,avoiding roadway excavation and waste of coal pillar.Based on the basic principles of mining rock mechanics,the“equilibrium mining”theory and the“short cantilever beam”mechanical model are proposed.Key technologies,such as roof directional presplitting technology,negative Poisson’s ratio(NPR)high-prestress constant-resistance support technology,and gangue blocking support technology,are developed following the“equilibrium mining”theory.Accordingly,the 110 and N00 mining methods of an automatically formed roadway(AFR)by roof cutting and pressure releasing without pillars are proposed.The mining methods have been applied to a large number of coal mines with different overburdens,coal seam thicknesses,roof types and gases in China,realizing the integrated mode of coal mining and roadway retaining.On this basis,in view of the complex geological conditions and intelligent mining demand of coal mines,an intelligent and unmanned development direction of the“equilibrium mining”method is prospected.     

战争与女权博物馆

<正>这个博物馆并没有气派的入口、门厅,亲切信息服务台和大尺度的展览空间。它位于城山洞的住宅区深处,只有一扇门,而且比通常建筑的门还要小。周围也没有明显的指示牌标示博物馆的所在。取而代之的,是一条联通博物馆内外的游客步道,引领着游客去了解这里的故事。游客们在这样一种充满不确定性的环境中的体验,在某种程度上与当年被战争挟裹而成为慰安妇的老奶奶们所经历的不安感类似。     

Untersuchungen zur Genauigkeit von magnetisch induktiven Betondeckungsmessungen

Assessment of the accuracy of concrete cover measurements using Eddy Current devices The use of non‐destructive testing in civil‐engineering (NDT‐CE) is well established to assess as‐built drawings for existing structures as well as for quality assurance of new buildings or in case of concrete repair. To gain reliable results the choice of the appropriate testing method in combination with the correct data assessment is essential. Hence this article starts with the basics of the two typical testing methods for concrete cover measurement with high precision. Methods based on Eddy Current and based on Radar are different. The strengths and limitations of both methods are presented. In the second part the achievable accuracy of concrete cover measurements using Eddy Current will be assessed for the most important parameters that have been varied in a wide range. It is shown how results are influenced by an improper input of the diameter or by the effect of neighbored rebars. At the end of the article it is shown how the deviation of the results can be minimized using the internal neighboring rebar correction of some of the devices. This article does not intend to be a product test rather the influence parameters of measurements close to reality will be identified and quantified how the accuracy of concrete cover measurements is affected.     

The dilution of waste in the wake of a ship

This paper considers the problem of predicting the dilution of waste which has been discharged into the wake of a moving ship. A theoretical model is developed which relates the dispersion of the effluent field to the intensity of the turbulence created by the movement of the vessel. Specifically, the model describes the dependence of the dilution on the speed, dimensions and specific resistance coefficient of the ship.The new theory predicts that the rate of dilution decreases with time after discharge and, as with the empirical IMCO formula, indicates that dilution is more sensitive to the speed of the ship than the volume rate of discharge of waste.     

Zustandsuntersuchung und Instandsetzung am Hauptdach des Hauses der Kulturen der Welt in Berlin

The main roof of the ”Haus der Kulturen der Welt“ in Berlin Which is very well‐known on account of its history and striking structural design – was to be inspected by the author to determine its condition and analysed with regard to the durability of the existing liquid synthetic sealant. The roof structure consists of a biaxial, curved area‐covering structural element with circumferential edge beams of pre‐stressed lightweight concrete. This is the result of the reconstruction between 1984 and 1987 following a partial collapse of the then Berlin Congress Hall in 1980. The very thin roof shell is also made of lightweight concrete and, like the edge beams, has a polyurethane‐based spray‐on seal that was specially developed for this purpose as protection against the ingress of moisture. The reason why this, at the time, novel type of seal was chosen was that it should take into account the fact that the roof design urgently needed some kind of protection against moisture that had to compensate the expected changes shape and crack movements of the roof with no damage. The following article reports on the nature, scope and main results of the analysis of the condition of the roof seal, edge beams and abutments. It will also describe the repair recommendations resulting from the investigations, which form the basis of the execution of work at the present point in time. Apart from presenting the technical principles and special features of the building that have to be taken into account during any repairs, the special features of the execution will also be addressed.     

Magnetoelastische Spannkraftmessung in Bauwerken

Magnetoelastic Measurement of Prestressing Force in Civil Structures The knowledge of the tensile force of prestressing steel elements and its reliable and non‐destructive determination are of essential importance for the assessment of the structural health condition of prestressed concrete structures and tie‐back systems in terms of structural safety, serviceability and durability. For the evaluation of the prestressing force in steel tension members, the measurement technique presented in this contribution is using the magneto‐elastic effect (ME‐effect) of ferromagnetic materials. This effect describes the reverse‐proportional correlation between the mechanical stress and the magnetic properties of ferromagnetic materials. The cylindrical coiled sensors pushed over the tendon and the measuring device developed and practically optimized at the iBMB/MPA of the TU Braunschweig enable a fast and reliable measurement of the prestressing steel force after an initial calibration. In this contribution first the state of the art of prestress measurement techniques for steel tension members is presented. Afterwards, the ME‐measuring method with the basics and merits of magneto‐elastic prestressing force identification is shown. Further recent research results as well as several building applications will be discussed.     

Untersuchungen der Auswirkungen eines Vollbrands auf eine Sporthalle

Research of Fire Effects on a Gymnasium An arson attack committed in August 2015 on the gymnasium of the Oberstufenzentrum Nauen school facility built in 2007 led to a full fire and to the complete destruction of the hall. The effects of this fire were recorded with measuring technologies as well as through sampling on‐site. In the course of this, the wooden roof structure was particularly examined and demonstrated a residual load‐bearing capacity in spite of the intensive fire exposure and the resulting significant damage. The remaining support structure of the hall was completely recorded by means of Terrestrial Laser Scanning (TLS) and evaluated in September 2015. Inclinations, cross‐sectional shifts and deformations in the building were able to be calculated with the geodetic measurement method. The results from the laser scanning in combination with the sampling served as a comparison of the theoretical structural evidence with the effects of an actual fire event. In the case of the fire at the Nauen gymnasium, the damage to the load‐bearing capacity was particularly significant in the area of the joining means. The goal of the investigations is a comparison of the technical engineering fire prevention certifications and their theoretical protective effects with the effects of actual fires. This is also a subject of current research projects in the Beuth Hochschule für Technik Berlin, University of Applied Sciences.     

对“建筑”内涵的重新审视与诠释

“建筑”现行内涵的功利与暧昧,是当代建筑粗糙、乏味的主要根源之一.为解决这一问题,首先分析了“architecture”、“营造”与“建筑”三者的内涵.通过将“建筑”与“architecture”及“营造”分别比较,审视了“建筑”的现行内涵;并对其内涵提出了新诠释.     

基于HSS模型隧道近接群桩基础施工影响分析

依托盾构隧道近接侧穿群桩工程建立三维数值分析模型,土体采用小应变硬化(HSS)模型,参数取值借鉴已有研究成果并根据监测位移数据反演,同时考虑土体开挖、衬砌拼装以及盾尾同步注浆等一系列施工工艺措施,并将模拟结果与监测数据进行对比验证,研究了不同工况下地表沉降的形态分布、群桩桩基变形及基桩结构受力,同时考虑地表位移对等代层厚度的敏感性。结果表明:HSS模型能有效预测隧道近接侧穿高架桥桩引起的变形,模拟结果与监测值较吻合; 隧道开挖引起土相对桩产生了滑移,地表沉降及桩身竖向位移在中心线前后各1D(D为管片外径)范围内随推进步数的增加而不断增大,且增加幅度明显减小; 两线推进地表沉降具有叠加效应,最大沉降量增幅达76.8%; 隧道与基桩水平距离越近,引起基桩沉降变化越大,两线推进基桩桩顶沉降增幅达134%; 群桩中各排桩的水平位移变化趋势基本相同,且同排桩的水平位移值相差不大,由于群桩遮挡效应,水平位移值由大到小依次为前排桩、中排桩、后排桩; 桩身水平位移主要在盾构中轴线2.5D范围内,桩身最大水平位移均出现在隧道中轴线附近; 群桩中同排桩桩身附加弯矩及附加轴力沿桩身分布规律相同,桩身最终附加受力与其距离隧道远近有关; 随着注浆充率β的增大,等代层厚度及地表沉降呈线性减小; 穿越段采取的施工工艺方案是有效的,经估算附加弯矩及轴力对桩基承载力的影响在容许范围内。     

城市物质空间结构中的面元素

基于建筑师立场,对大尺度的城市物质空间的诠释和操作提出分类。主要提出镶嵌状的面．元素层叠形成的面．地块-街区-街道形成的面三种面元素。面元素与点元素和线元素的主要区别在于．城市中的面自身占据较大尺度的空间面积,而点和线元素则是局部的空间构成要素。结合具体案例深入解析三种面的诠释视角对设计操作的影响。在结论中点明了提出“点-线-面”诠释和操作城市物质空间的意义。     

采空区隧道二衬受力特性模型试验与耦合分析

由于采空区地层的非连续特征,下穿隧道衬砌往往处在偏心受压的不利状态,后期运营病害相对严重。为了查清不同采空区条件下的衬砌结构受力特性,采用室内物理模型试验和基于连续-非连续耦合数值模拟相结合的方法,开展了相关研究。结果表明:(1)采空区的存在会使二衬结构受到偏压荷载,远离采空区侧总体受力大于近侧,且倾角越大偏压越严重;(2)采煤层厚度、冒落带与初支距离的增大会引起围岩压力的降低,二衬内力减小,安全性提升,当采煤层厚度大于1.8 m时或冒落带与初支间距大于0.8倍隧道洞跨后,采空区对二衬安全性的影响很小;(3)喷层厚度的增加阻碍了围岩变形,引起围岩压力增加,不利于二衬受力和安全性。研究结论对于完善采空区隧道围岩压力计算理论和支护结构设计方法具有理论指导意义。     

论电梯的安全、质量与标准

论述了电梯的特殊性、电梯安全的重要性;分析了政府主管部门、公众和媒体对电梯事故（故障）高度关注的原因;讨论了电梯安全与故障、可靠性的关系,电梯安全标准与安全、质量、运行性能的关系,以及电梯现行标准的性质;界定了安全标准与设计、制造规范的不同及关系;分析了行业及政府主管部门对公众普及电梯知识,客观、冷静地看待电梯故障与安全的重要性;说明了业内专业人员和政府主管部门应引导媒体和公众正确看待作为新型机电运输设备的电梯,认识不同档次电梯产品其质量和可靠性不同的必然性。