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港区堆场高强混凝土联锁块的应用分析及解读 被引量:1
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作者 芦亮 《现代盐化工》 2016年第6期18-19,共2页
现代港口中对于高强度混凝土连锁块的应用出现了一些问题,文章从其本身特征、施工工艺等多个方面展开了分析,认为高强混凝土连锁块应用于现代港口具备性能优良、经济性好等特点以及非常良好的使用前景。
关键词 港口堆场 高强度混凝连锁 面层结构
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建筑垃圾在风电场内道路工程的应用 被引量:1
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作者 义军伟 《电子乐园》 2021年第3期101-101,共1页
建筑垃圾是理想的强度高,稳定性好的筑路材料,有较好的经济效益,环境效益。
关键词 建筑垃圾 路基处理 碾压 压入 混凝块 片石 勾缝
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Effect of bolt rib spacing on load transfer mechanism 被引量:4
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作者 Wu Tao Cao Chen +1 位作者 Han Jun Ren Ting 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2017年第3期431-434,共4页
Rock bolting has firmly used as the coal mine roof reinforcement in underground coal mine. The bolting effect of fully grouted rebar bolt is closely related to the bolt surface profile. This paper provides an experime... Rock bolting has firmly used as the coal mine roof reinforcement in underground coal mine. The bolting effect of fully grouted rebar bolt is closely related to the bolt surface profile. This paper provides an experimental study to confirm that bolt rib internal length has great influence on bolting effect. Pull-out tests were conducted using rebar bolt with different rib spacings of 12, 24, 36 and 48 mm representatively from steel tube and from concrete. Results show that peak load increases 25.3% for bolt with large rib spacing. For pull out using concrete block, the increment of peak load between large and small rib spacing is not significant, but the bolt with large rib spacing has great absorption of deformational energy than small rib spacing bolt. This study provides experimental evidence towards optimum design of rock bolt for understand coal mining industry. 展开更多
关键词 Fully grouted bolt Profile study Rib spacing Pullout from concrete
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Experimental study on the compressive strength of grouted concrete block masonry based on nondestructive detection methods 被引量:1
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作者 姜洪斌 李龙飞 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2009年第2期189-193,共5页
Existing nondestructive detection methods were adopted to test the compressive strength of grouted concrete block masonry,i.e.the rebound method,pulling-out method and core drilling method were employed to test the st... Existing nondestructive detection methods were adopted to test the compressive strength of grouted concrete block masonry,i.e.the rebound method,pulling-out method and core drilling method were employed to test the strength of block,mortar and grouted concrete,respectively.The suitability of these methods for the testing of strength of grouted concrete block masonry was discussed,and the comprehensive strength of block masonry was appraised by combining existing nondestructive or micro-destructive detection methods.The nondestructive detection test on 25 grouted concrete block masonry specimens was carried out.Experimental results show that these methods mentioned above are applicable for the strength detection of grouted concrete block masonry.Moreover,the formulas of compressive strength,detection methods and proposals are given as well. 展开更多
关键词 grouted concrete block masonry compressive strength nondestructive detection
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Analysis of Waste in the Production of Concrete Blocks---A Case Study in the Goias Industry
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作者 Tatiana Gondim do Amaral Weslley M. Cruz Jose R. Perim 《Journal of Civil Engineering and Architecture》 2015年第8期926-937,共12页
An ever more demanding consumer market and the need for companies to be more competitive have led organizations to try to eliminate waste. This research is a case study which presents a proposal for intervention in or... An ever more demanding consumer market and the need for companies to be more competitive have led organizations to try to eliminate waste. This research is a case study which presents a proposal for intervention in order to improve performance of a pre-cast concrete block factory in outer Goihnia. As a first step, waste in the production process was identified through analysis of data on time involved in each step of the process. Then, applying the concepts of lean production, a list of activities was drawn up with a view to eliminating non-value-added work, identifying waste, decreasing cycle time, streamlining the production process and increasing the flexibility and transparency of the process. From the results, it was possible to identify the sources of waste and provide management with information for strategic decisions about production. Finally, various suggestions were made with a view to eliminating or mitigating bottlenecks in the production process. 展开更多
关键词 Lean production WASTE concrete blocks continuous improvement.
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Full Scale Explosive Tests in Woomera, Australia
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作者 GUPTA A MENDIS P +1 位作者 LUMANTARNA R NGO T 《Transactions of Tianjin University》 EI CAS 2006年第B09期56-60,共5页
Two large explosion trials (5 000 kg TNT and 500 kg ANFO) were conducted in Woomera, Australia in April/May 2006. Advance Protective Technologies for Engineering Structures (APTES) group tested 2 large single-storey c... Two large explosion trials (5 000 kg TNT and 500 kg ANFO) were conducted in Woomera, Australia in April/May 2006. Advance Protective Technologies for Engineering Structures (APTES) group tested 2 large single-storey concrete modules with individual components such as doors, windows and tiled panels. A description of the trial and details of various modules tested in these trials are presented in the paper. Numerical modelling and simulations are performed using computer programs, CONWEP, AIR3D and AUTODYN. A comparison of the pressure time histories obtained using these codes is made along with the concluding remarks. 展开更多
关键词 explosion trials concrete modules blast pressures MODELLING
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Mechanical Behavior of Concrete Block Masonry
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作者 Gihad Mohamad Eduardo Rizzatti +1 位作者 Paulo Brandao Lourenco Humberto Ramos Roman 《Journal of Civil Engineering and Architecture》 2012年第10期1354-1361,共8页
The main objective of this study is to verify, through compression tests on different prisms, the vertical and horizontal deformability and the failure modes of the components of concrete blocks under compression. In ... The main objective of this study is to verify, through compression tests on different prisms, the vertical and horizontal deformability and the failure modes of the components of concrete blocks under compression. In this study two mortar mixes were tested, along with two types of prism, with and without the presence of a vertical joint. The conclusions were: the appearance of non-linearities of the masonry corresponds to an increase in the lateral strain due to extensive cracking of the material and a progressive increase in the Poisson ratio, the cracks in the three-block prisms built with the mortar type I were vertical, occurring symmetrically on both sides; the prisms built with mortar type II had, as a consequence of localized crushing, an association with vertical cracks due to the concentrations of stresses at some points, the presence of a vertical joint led to the appearance of separation cracks between the middle block and the vertical mortar joint, when the stress reached approximately 30% of the compressive strength of the set; the prisms with two whole blocks and one vertical joint (B) built with the mortars of mixes I and II had a compressive strength of the order of 42% and 66% of the prisms with three whole blocks (A), respectively. 展开更多
关键词 MASONRY concrete block PRISMS FAILURE vertical joint
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Multi-criteria Decision of Type and Building Material for Simple House Construction
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作者 Wahyu Wuryanti 《Journal of Civil Engineering and Architecture》 2013年第4期433-439,共7页
Facing the innovation technology in building construction, the designer has the option in selecting the type of system construction and building materials. There is a big question for the designer and owner on how to ... Facing the innovation technology in building construction, the designer has the option in selecting the type of system construction and building materials. There is a big question for the designer and owner on how to evaluate the quality material to meet the technical requirements as building construction reliability. By demand to provide a low cost house, there is need for improving structure model and material construction for residents. When material cost takes 60%-70% of total construction cost, it is important to select the appropriate building material. Currently the innovation of material building for main frame and wall component has present for residential projects in Indonesia. Attempt to replace the traditional material such as brick or pozzolan lime concrete block is developed a new material include utilization of coal combustion waste for concrete block, lightweight concrete, or prefab panel wall. This paper presents the research result to develop a tool support for material and system construction selecting that facilitates the selection an optimal material for a simple house construction. A multi-criteria decision method is used based on performance criteria such as economy, reliability, comfort and eco-friend. 展开更多
关键词 Multi-criteria decision building material simple house.
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Design and Implementation of RFID Reader based on μC/OS System
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作者 Jinguang LIU 《International Journal of Technology Management》 2015年第5期93-95,共3页
This paper mainly completed the design of hardware and software of RFID to read write system. Including selection and easy transplantation of open source μC/OS-Ⅱ operating system, completed the transplant in the emb... This paper mainly completed the design of hardware and software of RFID to read write system. Including selection and easy transplantation of open source μC/OS-Ⅱ operating system, completed the transplant in the embedded module, the task to create work; Analyze the system software level and concrete structure from the hardware layer, driver layer, operating system layer and user layer; and analyzes the influence of the actual the power consumption of the system running in different modes and the read-write distance, the influence of moving speed of chip on read and write time. 展开更多
关键词 μC/OS-Ⅱ RFID READER ARM Embedded
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Prediction model of the radiation from ground surface to the occupant in outdoor space
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作者 RAN Mao-yu XUE Jia-wei 《Journal of Civil Engineering and Architecture》 2009年第3期70-79,共10页
The outdoor ground radiation including the emitted radiation and reflected radiation plays an important role in the outdoor thermal environment. In this paper, based on the hypothesis of that the occupant body can be ... The outdoor ground radiation including the emitted radiation and reflected radiation plays an important role in the outdoor thermal environment. In this paper, based on the hypothesis of that the occupant body can be equivalent to a human cylinder and the outdoor ground surface is diffusive for radiation, a mathematical model is advanced to describe the radiation from the ground surface to the occupant. Through theoretical analysis of the mathematical model, general formulas for calculating the radiation arriving at the occupant from an annular ground surface and infinite ground surface are obtained. It shows that, the radiation from ground surface to the occupant depends on the surface temperature, reflectivity and emissivity, the arrange within the radius of 8.0m encircling the occupant can be defined as the dominant radiating area which radiates 90% radiation to the occupant. The radiative potentials of different pavement surface such grass, asphalt concrete surface, granite slab surface, terracotta bricks, colored concrete interlocking blocks are also compared with the datum measured by Tan Slew-Ann and Fwa Tien-Fang in Singapore, it shows that, in the summer sunny day, grass surface radiates more radiation in the morning but less in the afternoon than other pavement materials. Finally, discussions of reducing the radiation of outdoor ground surface are presented and main conclusions are drawn for improving the outdoor thermal environment. 展开更多
关键词 outdoor ground radiation human cylinder outdoor thermal environment emitted radiation reflected radiation
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Experimental Study on Improving Seismic Behavior of Load-Bearing Masonry Wall Made of Autoclaved Aerated Concrete 被引量:1
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作者 于敬海 曹建锋 费添慧 《Transactions of Tianjin University》 EI CAS 2013年第6期419-424,共6页
To investigate the seismic behavior of autoclaved aerated concrete load-bearing masonry wall(AACLMW), a piece of control block wall without constructional measures and five pieces of block walls with different constru... To investigate the seismic behavior of autoclaved aerated concrete load-bearing masonry wall(AACLMW), a piece of control block wall without constructional measures and five pieces of block walls with different constructional measures were tested under low reversed cyclic loading which imitated low to moderate earthquake force. The seismic behavior of AACLMW with different constructional measures in terms of failure mode, hysteretic curve, deformation capacity and displacement ductility was studied and compared with that without constructional measures. The experimental results indicate that the constructional measures comprising constructional columns and horizontal concrete strips are effective for improving the seismic behavior of AACLMW. The study in this paper can provide a reliable experimental basis for further analysis and engineering application of AACLMW in the future. 展开更多
关键词 autoclaved aerated concrete(AAC) load-bearing masonry wall(LMW) seismic behavior constructional column concrete strip
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