仅外墙板为装配式建筑的施工细节

装配式建筑相较于传统建筑,具有节能减排、绿色环保、快速施工、工业化生产和缩短工期等优势,能有效改善我国现阶段建筑业劳动力低、技术创新弱、建筑品质不高的局面,推动建造方式的改变,并能大幅提高企业信息化、可视化管控管理水平,并通过预制装配式产业链的整合,催生相关新产业和服务业,可以使产业链上各企业的核心竞争力得到提高。全产业标准化,规格化,使得信息流、资金流和物流得到有效整合。     

全自动集装箱码头装卸系统质量管理

全自动集装箱码头装卸系统集成了当今世界各项先进技术,在研发、制造、调试过程中,都要坚持质量第一、安全第一的原则,确保各项技术参数可靠,设备运行稳定。在总结国内几个全自动码头装卸系统的质量管理方法与经验的基础上,结合自动化码头自身特点,给出全自动集装箱码头装卸系统主要质量管理方法,进一步丰富发展自动化码头装卸系统建造过程中的“不欠债离岸”质量管理理念。     

铁素体/贝氏体双相钢循环载荷作用下变形行为的模拟研究

为了避免铁素体/贝氏体双相钢管线管在服役过程中的交变载荷作用下引起的塑性损伤，采用有限元模拟方法，建立了Chaboche随动强化模型，研究了铁素体/贝氏体双相钢在循环应变载荷作用下的变形行为。结果显示，在循环应变作用下，应变优先在铁素体中形成累积，并在铁素体、贝氏体界面集中；随应变幅的增大，应变带在铁素体中形成，而贝氏体内累积应变增加不大，两相界面应变差增大。研究表明，铁素体内应变和两相应变差的增加将降低双相钢的塑性变形能力。     

超细全尾砂充填体动态力学特性研究

充填体作为人工矿柱,为矿房回采创造了条件,但经常受到爆破等冲击荷载作用。充填体的动态力学特性直接关系到充填采矿法的安全高效实施。通过单轴压缩试验和分离式霍布金森压杆(Split Hobkinson Pressure Bar,SHPB)试验技术,进行了不同充填配比参数的超细全尾砂充填体压缩试验,得到其静载和动载下的应力-应变曲线和能量变化曲线,并分析了其破坏模式。研究表明:充填体质量浓度越高,灰砂比越大,峰值应力和峰值应变随之增大,呈现正相关性,其中灰砂比和质量浓度对应力的影响相对一致,但应变受质量浓度影响更大;当冲击荷载由0.3 MPa增大至0.6 MPa时,充填体的破坏形式由保持完整形态变为产生裂纹,直至被压碎,转变为完全失稳破坏状态;充填体能量吸收随着冲击荷载的增加而逐渐递增,但质量浓度和灰砂比增大时,充填体比能量和能量吸收率反而下降,其中灰砂比是影响充填体吸能效率的主要因素,质量浓度次之。     

Poly(N-isopropylacrylamide)/mesoporous silica thermosensitive composite hydrogels for drug loading and release

Temperature-sensitive hydrogels are attracting increasing attention for controlled drug delivery. However, achieving high drug loadings and sustained drug release remains challenging. Herein, we describe the successful synthesis of a series of novel temperature-sensitive poly(N-isopropylacrylamide) (PNIPA)/mesoporous silica nanoparticles (MSN) hydrogels by physical crosslinking of NIPA with MSN. The external and internal structures, temperature sensitivity, drug-loading capacity, and blood compatibility of the PNIPA/MSN composite hydrogels are studied. Results show that MSN addition improved the network structure and adjusted the size of the hole, MSN could also act as drug carrier, thereby enhancing the drug loading capacity. The composite hydrogels underwent a phase transition at 33.7 °C (at the lower critical solution temperature). The hemolysis rate of the composite hydrogels was less than 1%, thus they can be classified as a nonhemolytic materials with good biocompatibility. The composite hydrogels reported here thus have great potential in drug transport and temperature-activated drug release. © 2019 Wiley Periodicals, Inc. J. Appl. Polym. Sci. 2020 , 137, 48391.     

Experimental study on the behavior of eccentrically loaded circular footing model resting on reinforced sand

In this study, an experimental investigation has been conducted on a circular footing model subjected to eccentric load resting on the geonet-reinforced sand. To this end, five series of tests were carried out in order to evaluate the effect of reinforcement dimension and eccentricity on the bearing capacity, settlement, and rotation of the footing. Results show that the bearing capacity ratio (BCR) is in direct relationship with eccentricity and the impact of soil reinforcement at low settlements is much more significant in the case of eccentric loading. Additionally, the bearing capacity interaction diagram and variation in the position of rotation line at different load levels for reinforced and unreinforced conditions are presented.     

基于AMESim的液压马达加载系统研究

液压马达作为液压系统的执行元件在工程机械上广泛应用,针对液压马达加载工况下的输出特性,利用Simulink和AMESim软件对系统进行联合仿真建模,并对系统的运行状态、控制性能、回收性能进行研究,对液压马达加载系统的设计和改进具有重要的参考意义。     

加强配装管理 保证商品煤质量

西山煤电股份公司马兰矿选煤厂在选煤生产过程中,会出现精煤灰分不稳定的现象。为解决因生产质量不稳定,导致产品质量不合格或者过剩的问题,经过研究,摸索出一套简单、准确、直观,适合各个选煤厂配装的管理模式,并通过柱状图、加权统计等方法进行分析,做出配装方案。实践证明,该方法能够把不同质量的精煤通过配煤达到产品质量合格,避免不合格产品出厂,使选煤厂在生产过程中提高分选密度及精煤产量,使精煤回收率达到上限,数量效率、质量效率达到最大,提高了经济效益。因此,该方法值得推广与借鉴。     

Effect of surcharge loading rate and mobilized load ratio on the performance of vacuum–surcharge preloading with PVDs

The results from three laboratory model tests performed under various vacuum and surcharge loads with PVDs are reported. Different SLRs were adopted to investigate the effect on the consolidation of dredged soil. To measure the lateral displacement, a refitted inclinometer was developed and tested. In the tests, the settlement, lateral displacement, and vane shear strength were measured, and the degree of consolidation (DOC), horizontal coefficient of consolidation (C_h), and bearing capacity were calculated. The results indicate that larger SLR values promote consolidation. The largest vane shear strength, settlement, and C_h values were all obtained under the highest SLR, and the bearing capacity under this SLR was more than double that under the lowest SLR. The DOC was found to increase with the growth of the SLR. However, considering the vacuum pressure was higher in Case-III, the influence of SLR on reinforcement effect may not be so significant.     

含水率对砂岩动态拉伸强度的影响

工程中的岩石具有不同的含水性，研究不同含水率岩石动态力学性质的变化规律，对岩石工程的设计和建设具有很强的指导意义。为研究不同含水率对砂岩动态拉伸强度的影响，利用霍普金森压杆（SHPB）试验装置对不同含水率试样进行了一系列动态巴西劈裂试验，研究了不同含水率砂岩在不同加载率条件下的动态拉伸强度变化规律。试验结果表明：岩石的动态拉伸强度随着加载率的增加而增加，其率相关性与含水率有关，饱和试样的率相关性较强，而干燥岩石的动态强度对加载率的变化不敏感。当加载率较低时，岩石的拉伸强度随着含水率的增加而降低；当加载率较高时，由于水的Stefan效应，水对岩石裂纹产生抗力，阻碍其扩展，导致岩石强度增加，饱和试样的动态拉伸强度出现高于非饱和试样强度的现象。