Visual Analysis of Domestic and Foreign Building Brick Skin Research Based on Citespace

With the progress of the times and the leap of science and technology,the application of brick materials and the research on the brick skin in modern architectural design have shown a dual-track development trend of returning to tradition and innovation.Based on the core collection database resources of Web of Science and the CiteSpace visual analysis tool,this paper constructed and analyzed the spatio-temporal map of keyword co-occurrence network,cluster structure,mutation phenomenon,time course and regional distribution map of building brick skin research.The study revealed that in recent years,the research on brick materials has spanned the study of single material properties and extensively involved in the broad world of construction,especially in the integration of green energy-saving technology,the innovation of fine construction technology of brick skin,and the frontier exploration of digital technology in brick masonry,which has shown particularly significant research vitality and development potential.

Study on Phase Change Material in Grooved Bricks for Energy Efficiency of the Buildings

Phase change materials(PCMs)are an interesting technology due to their high density and isothermal behavior during phase change.Phase change material plays a major role in the energy saving of the buildings,which is greatly aided by the incorporation of phase change material into building products such as bricks,cement,gypsum board,etc.In this study,an experiment has been conducted with three identical small chambers made up of normal,grooved and PCM-treated grooved bricks.Before the inclusion of PCM in grooved bricks,PCM material behavior has been studied by different techniques such as DSC,TG/DTA,SEM,and XRD.Thermal properties and thermal stability were investigated by differential scanning calorimeter(DSC)and thermogravimetric analyzer(TGA)respectively.Scanning electron microscopy(SEM)and X-ray diffraction(XRD)were used to determine the microstructure and crystalloid phase of the PCM before and after the accelerated thermal cycling test(0,60,120).These three identical model rooms built were exposed at a temperature just above 40°C with a heater.When the maximum outdoor temperature was 40-41°C,then the temperature of the PCM-treated grooved chamber was 32-33°C.The PCM-treated wall was tested and compared with a conventional and grooved wall.The difference between the PCM-treated grooved chamber and the untreated one was 8-9°C.PCM-treated bricks provided more efficient internal heat retention in summer when the outside temperature increased.

Twin lintel belt in steel for seismic strengthening of brick masonry buildings

A single-room,single-storey full-scale brick masonry building with precast RC roofing system was tested thrice under displacement controlled lateral cyclic loading,to assess the effectiveness of the basic repair and seismic strengthening techniques.Initially,the virgin building specimen was loaded laterally to f^tilure.In the second stage,the damaged building was repaired by stitching across the cracks,and tested under the same lateral loading.In the third stage,the twice-damaged structure was repaired once more by stitching and strengthened by twin lintel belt in steel and vertical comer reinforcement, and re-tested.The building strengthened by twin lintel belt in steel showed about 28% higher strength under lateral loading than the virgin building.

Designing with Building Bricks and Shape Grammar

This paper correlates the use of building blocks with the shape grammar theory in the design process. The main goal is to present the potentialities of the various building blocks, which combined with Shape grammar can contribute to the creative process, particularly for the formal composition in the field of Architecture, Urbanism and Design. The methodology is based on a literature review and reflections derived from the observations of the use of the building blocks during experiments carried out in the scope of research with students of the undergraduate course in Architecture and Urbanism. Starting from the discussions proposed by George Stiny on design with Froebel’s buildings gifts and from experiments with other building blocks, such as Archbricks, it is found that building blocks have their own vocabulary and rules, which can be appropriated and exploited by designers in the construction of new shape grammars.

Finite Element Modeling Of Low Heat Conducting Building Bricks

Heat conduction through conventional and interlocking building bricks with cavities was studied in this work. Heat transfer analysis was carried out using MATLAB? partial differential equation toolbox. Regular and staggered hole arrangements were studied. Results showed that four staggered holed interlocking bricks were effective in thermal resistance into the bricks and increasing the holes beyond four did not give any thermal resistance advantage. For the conventional bricks staggered holes did not give any thermal resistance advantage but the four-holed bricks were also adjudged to be effective in thermal resistance into the brick surface. Increasing the number of holes beyond four in conventional bricks did give some thermal resistivity advantage but very minimal. Structural strengths of holed bricks were not considered in this study.

A 3-D DDA damage analysis of brick masonry buildings under the impact of boulders in mountainous areas

In mountainous areas, geological disasters carrying large boulders can cause severe damage to the widely used masonry buildings due to the high impact forces. To better understand the damage of brick masonry buildings under the impact of boulders, a "block-joint" model is developed using threedimensional discontinuous deformation analysis(3-D DDA) to simulate the behaviour of the "brick-mortar" structure. The "block-joint" model is used to capture not only the large displacement and deformation of individual bricks but also the large-scale sliding and opening along the mortar between the bricks. The linear elastic constitutive model is applied to account for the non-plastic deformation behaviour of brick materials. Furthermore, the mechanical characteristics of the mortar are represented using the Mohr-Coulomb and Drucker-Prager criteria. To propose safe structural design schemes and effective reinforcement for brick masonry buildings, seven construction techniques are considered, includingdifferent grades of brick and mortar, effective shear areas and reinforced members. The proposed 3-D DDA model is used to analyse the velocity distribution and the key point displacements of the brick masonry building under the impact of boulders. The results show that upgrading the brick and mortar, increasing the wall thickness, making full use of the wall thickness, and adding a circular beam and structural column are very effective approaches for improving the impact resistance of brick masonry buildings.

Study on Properties of Blue-Brick Masonry Materials for Historical Buildings

There are a large number of historic buildings which were mainly made of blue-brick masonry in today’s world.However,for the natural and man-made reasons,these historic buildings have been damaged in different degrees.In order to protect historic buildings more scientifically and learn about the preservation state of existing historic buildings,it is necessary to ascertain the material properties of blue brick in historic buildings.The article takes the blue bricks of historical buildings in Kaifeng area of the Central Plains as an example to study.Through the analysis of physical properties,X-ray fluorescence spectroscopy,X-ray diffraction and scanning electron microscopy of blue brick specimens,the physical properties such as the apparent density,moisture content,porosity,and material structure composition are understood.The results show that the apparent density of blue brick is 1.64 g/cm^(3),the moisture content is 10.23%,the 24 h atmospheric water absorption is 17.86%,and the porosity is 20.99%.The smaller the apparent density is,the larger the porosity is,and the water absorption performance is better.From the microscopic point of view,bonding ability between blue brick mineral particles is relatively weak.The pores between skeletons are large and the pore structure is obvious.From the perspective of material phase,the elements of blue brick are mainly O,Si,Al,Fe,and the composition of blue brick is mainly composed of quartz and feldspar.The softening coefficient of blue brick is 0.80,and the deformation and stability of the structure should be paid special attention in the rainy season or wet environment.Through the frost test,there are salt substances in the internal pores of the brick,and the surface of the blue brick is eroded and pulverized.In this paper,the experimental process and analysis methods for testing the material properties of blue brick can provide reference for the research on the material properties of the same kind of blue-brick masonry in historic buildings and masonry relics.The relevant material property parameters obtained in this paper can provide guidance for making protection schemes and scientific repairs for historic buildings in Central China,enrich the evaluation criteria for maintaining and reinforcing historic buildings,and provide theoretical support for studying the damage and health detection technology related to historic buildings.

Vernacular Wisdom as a Path Toward Low-energy Ecologically Sustainable Housing and Settlements: Participatory Design and Building to Rehabilitate Local Adobe Bricks in El Salvador

Globalized cultures,imaginaries,and economies are often matched to the standardization of building approaches.However,solutions that are not tailored for a specific context tend to entail environmental,economic,and social issues.Throughout human history,vernacular wisdom has produced interesting low-energy and climate-responsive architectures all around the globe:These can be seen as interesting examples in an era of global warming and overall uncertainty;at the same time,they represent accessible sustainable solutions in deprived areas of the world as well as in wealthier areas.The experience of participatory design and building process is here presented,carried on in a rural area of El Salvador,Central America.A sanitary facility for a school is designed and realized after the collectively desired recovery and improvement of one of the fruits of local vernacular wisdom in building design,i.e.,the adobe earth brick.Some potentials and limits of such experience as well as of the used technology are reviewed in the perspective of affordable and ecologically sustainable housing and settlements in the area.

Direct-bonded Magnesite-Chrome Bricks for Kilns and Furnaces of Building Materials Industry

JC 497-92 (96)1 Contents and Applied ScopeThis standard specifies the classification, shapes and dimensions, technical requirements, test methods, inspection rules, marking, packing, transportation, storage and quality certificate of direct-bonded magnesite-chrome bricks for building materials industry. This standard is applicable to the direct-bonded magnesite-chrome bricks for cement kiln, glass melting tank and other industrial furnaces.2 Normative ReferencesGB 2997: Test method for the apparent porosity, water absorption, bulk density and true porosity of dense shaped refractory productsGB 5070: Chemical analysis method for magnesite-Chrome refractoriesGB 5072: Test method for cold crushing strength of dense shaped refractory productsGB 5989: Test method for refractoriness under load of dense shaped refractory products (Differential, with rising temperature)GB 7320: Test method for thermal expansion of refractory productsGB 7321: Sample preparation for testing of dense shaped refractory productsGB 10324: Type definition of refractory productsGB 10325: Piling, sampling, acceptance, storage and transportation of refractory products

A comparison of IBC with 1997 UBC for modal response spectrum analysis in standard-occupancy buildings

This paper presents a comparison of the seismic forces generated from a Modal Response Spectrum Analysis （MRSA） by applying the provisions of two building codes, the 1997 Uniform Building Code （UBC） and the 2000-2009 International Building Code （IBC）, to the most common ordinary residential buildings of standard occupancy. Considering IBC as the state of the art benchmark code, the primary concern is the safety of buildings designed using the UBC as compared to those designed using the IBC. A sample of four buildings with different layouts and heights was used for this comparison. Each of these buildings was assumed to be located at four different geographical sample locations arbitrarily selected to represent various earthquake zones on a seismic map of the USA, and was subjected to code-compliant response spectrum analyses for all sample locations and for five different soil types at each location. Response spectrum analysis was performed using the ETABS software package. For all the cases investigated, the UBC was found to be significantly more conservative than the IBC. The UBC design response spectra have higher spectral accelerations, and as a result, the response spectrum analysis provided a much higher base shear and moment in the structural members as compared to the IBC. The conclusion is that ordinary office and residential buildings designed using UBC 1997 are considered to be overdesigned, and therefore they are quite safe even according to the IBC provisions.

Energy and Buildings

In 2011,the Danish government published an energy strategy for Denmark where one of the main targets are that Denmark should be a fossil-free society by 2050.Calculations show,that in order to reach this goal it is necessary to reduce the energy consumption of the existing building stock by 50 % on average.Since a 50 % reduction is obviously not possible for all buildings,those that can should aim for a so-called “deep energy renovation”,i.e.reducing the energy consumption to a level corresponding to that of new buildings or even more.This paper describes two case studies where multi-story apartment buildings have undergone deep energy renovation.“Traneparken” where the expected energy use after renovation aimed at a level corresponding to that of a new building according to the Danish Building Regulations from 2015.“Sems Have” where the aim was to go even further and meet the requirements expected for new buildings in 2020,i.e.corresponding to the Danish “nearly zero energy”-definition according to the EPBD.The paper reports on calculations and measurements of energy savings,the economy of the projects and looks at the added benefits or co-benefits that residents,housing association and society in general have achieved in addition to significant energy savings.

Preliminary Study to Show the Effect of Building Envelope Materials on Thermal Comfort of Buildings Located in Hot Humid Climate

The main aim of this paper is to study the effect of building envelope constructed with different materials on thermal comfort of buildings located in Jeddah, Saudi Arabia. Four different buildings constructed with brick, glass, stone, and gypsum are taken into account to study the difference in temperature of the indoor and outdoor environments. Also, this paper explores the heat conducted by walls of different materials with different thicknesses. In addition, survey is conducted among the residents of Jeddah to know their perspective about thermal comfort of buildings. From the study, it is found that building envelope constructed with glass is more effective compared to envelope constructed with other materials of with least thickness of wall. Also, it is found that the envelope constructed with brick is more effective in absorbing the heat provided the thickness of the walls remains the same.

Physico-Chemical Studies of the Bricks in Mud Raw Used in the Construction of Century-Old Huts(Straw Huts):Case of the Urban Commune of Kouroussa

Building construction using cement bricks on the one hand,and mud bricks on the other hand,presents problems of resistance and durability in the face of natural weathering in our country(Republic of Guinea).These difficulties could be linked to non-compliance with standards and the failure to master certain physico-chemical,mechanical and technical parameters when constructing a building.In order to remedy this problem,a series of studies were carried out on samples of mud bricks used in the construction of century-old straw hut buildings in the urban commune of Kouroussa(Republic of Guinea).To this end,the compressive strength of the brick samples was assessed either:0.10 MPa,and sensory techniques of certain characteristics were carried out to evaluate the cohesion of the elements in the brick samples,such as:coward boule technique,hand washing test,withdrawal of a soil(pellet or ring test)and of the jar test.The physico-chemical analyses methods were carried out using XRF(X-Ray Fluorescence Spectrometry),granulometry and Atterberg limits in accordance with NF P 94-051.These results showed a high insoluble residue content(49.9%)and the sample had a clay-like appearance with a low PI(Plasticity Index)=8%.This study could be an alternative guide for the authorities in charge of housing and construction in the Kouroussa prefecture(Republic of Guinea).because,the majority of houses in Upper Guinea are built with mud raw bricks or fired bricks.

高延性混凝土加固单层砖木结构农房振动台试验研究

为提高我国农村砌体房屋的抗震性能水平,采用高延性混凝土(HDC)条带加固的方法,设计了两个缩尺比为1∶2的砖木结构模型,对加固模型与未加固模型进行振动台同台对比试验。对比分析了地震作用下两个模型结构的加速度响应、位移响应、扭转效应和破坏形态,并对其抗震性能进行评估。试验结果表明:单层砖木结构农房的整体抗震性能较差,结构的自振频率低、位移反应较大,扭转效应明显,在8度设防地震作用下接近倒塌;经HDC条带加固的模型结构自振频率增大,位移反应相比未加固模型更小,山墙外闪现象得到明显控制,结构扭转效应的破坏作用明显减轻,在9度罕遇地震作用下HDC面层只出现轻微受损,可达到“大震可修”的性能目标。采用HDC条带加固法可有效延缓结构在强震作用下的刚度退化,增加结构的耐损伤能力,并有效提高此类砌体结构的整体抗震能力。

改进关系阈值比的砖混结构建筑抗压强度检测

针对因砖混生土砌体建筑结构影响因素多、压力强度特征难以捕捉,导致检测精准度低的问题,提出一种超声波回弹拟合分析的抗压强度检测方法。忽略建筑试件自然抗压变化,设定修正系数,以计算出的标准砖混生土试件抗压强度作为检测质量优劣的判定阈值。采用最小二乘积算法,建立抗压强度与其它参数间的拟合函数,分析强度值与碳化深度、回弹强度以及硬度等参数间线性关系。将超声波检测仪器作为算法实现载体,计算回弹势能与抗压强度、抗压强度与声波信号的正向变化关系,通过关系阈值比,判定反馈信号的抗压强度数值,完成抗压强度检测。仿真结果证明,所提方法的检测精准度高,在多种环境下均能完成有效检测。

青岛近代历史建筑清水砖墙的保护修复研究——以医药商店旧址为例

以青岛近代历史建筑医药商店旧址的清水砖墙的历史和保护修复工程为具体案例,通过现场调研和测绘发现修复中的问题,并针对青岛沿海气候下砖材的劣化机理进行研究分析,结合国内外的相关经验,探讨针对青岛沿海地区气候下的近代历史建筑清水砖墙的适宜性修复原则和技术手段。

既有砖木结构建筑修复更新施工技术研究

结合上海市歇浦路8号工业遗存建筑项目的砖木结构修复更新,针对既有建筑的保护性拆除、砖木结构的修缮、施工场地受限等难题,形成了既有结构拆除的施工方法。该施工方法实现了结构形式由黏土砖外墙+木柱+木构架调整为钢柱+钢梁+自承重木桁架的结构形式,完成了木屋架的加固、防腐和重新安装,实现了外立面的复原修缮。

泸定县6.8级地震村镇建筑震害调查与分析

为分析泸定县6.8级地震中村镇建筑的震害,对震中附近的磨西镇、得妥镇、燕子沟镇的村镇建筑开展了震害调查,总结村镇结构中砖木结构、砖混结构和框架结构的典型震害特征,对震中附近评估烈度为Ⅸ度区域的村镇建筑进行地震破坏等级评估、统计与分析。调查结果显示:整体上,砖木结构及砖混结构是此次地震中震害现象较为明显和严重的结构形式;框架结构震害整体较轻,基本未破坏数量占调研框架结构的72.5%。砖木结构及砖混结构震害特征主要表现为地基的不均匀沉降、墙体开裂、楼(屋)面破坏、非结构构件破坏及整体倒塌;框架结构震害特征主要表现为梁、柱及节点破坏、非结构构件的破坏。此次地震中,砖木结构、砖混结构严重破坏及倒塌的房屋占该两类房屋整体震害的比例较高,严重破坏砖木及砖混结构约为框架结构的6倍,且框架结构未出现倒塌,基本未破坏的框架结构占比较高。3种结构抗震能力由强到弱依次为:框架结构、砖混结构、砖木结构。针对不同结构形式的震害特征,应通过抗震加固全面提升可修复震害房屋及既有农房抗震防灾能力,以提高村镇建筑整体力学性能,减少地震伤亡及损失。

浅谈砖混结构房屋改造加固设计方法

本文探讨了某制造厂砖混结构房屋的改造加固设计方法。文中详细描述了对建筑结构进行全面评估后采取的加固措施,包括墙体加固、砖柱加固并新增构造柱,以及托梁的设计与实施。通过采用先进的结构计算软件进行抗震验算。本研究提出了一套系统的加固方案,确保建筑的抗震性和安全性,还对加固后的施工效果进行了评估,验证了改造方案的有效性和实用性。