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Relevant bibliographies by topics / Interlocking blocks

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Journal articles

Academic literature on the topic 'Interlocking blocks'

Author: Grafiati

Published: 4 June 2021

Last updated: 13 June 2025

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Journal articles on the topic "Interlocking blocks"

1

Chen, Gong, Ming Qiao Zhu, and Yun Du Cai. "Shape Optimization and Mix Proportion Design of Innovative Interlocking Mortarless Block." Advanced Materials Research 1065-1069 (December 2014): 2017–20. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.2017.

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Mortarless interlocking blocks have the advantage of convenient construction and low cost, but establishing the geometry interlocking mechanism between horizontal blocks has been overlooked. Optimizing the shape of mortarless interlocking block. The connection of vertical direction in the form of a frustum of a cone, and the connection of horizontal direction in the form of trapezoid shape. This design proposal builds geometry interlocking mechanism between the block and its all adjacent ones. Setting cone and rectangular holes on block body, accordingly, block laying could forming taper vertical channel and rectangular vertical channel. The concrete of interlocking mortarless block has particularity, which is not suitable for “Mix Proportion Design of Ordinary Concrete Regulation” (JGJ55-2010) of China. This paper presents a platter idea to establish the concrete mix proportion design method of mortarless interlocking block, moreover, an example calculation and confirmatory experiment is dispensable.

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2

Wani, Mohammad Vekas, and Mr Chitranjan Kumar. "Behaviour of Interlocking Hollow Concrete Blocks." International Journal of Trend in Scientific Research and Development Volume-2, Issue-4 (2018): 2850–82. http://dx.doi.org/10.31142/ijtsrd14173.

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3

Wani, Mohammad Vekas, and Mr Chitranjan Kumar. "Behaviour of Interlocking Hollow Concrete Blocks." International Journal of Trend in Scientific Research and Development Volume-2, Issue-5 (2018): 1853–63. http://dx.doi.org/10.31142/ijtsrd18203.

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4

Babu, Mr S. Hari. "Interlocking Plastic Blocks (IPB)." International Journal for Research in Applied Science and Engineering Technology 9, no. 4 (2021): 1–5. http://dx.doi.org/10.22214/ijraset.2021.33423.

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5

Teguh, Mochamad, Novi Rahmayanti, and Zakki Rizal. "Mechanical Properties of Various Models of Interlocking Concrete Blocks under In-Plane and Out-of-Plane Loads." Key Engineering Materials 881 (April 2021): 149–56. http://dx.doi.org/10.4028/www.scientific.net/kem.881.149.

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Building material innovations in various interlocking concrete block masonry from local materials to withstand lateral earthquake forces is an exciting issue in masonry wall research. The block hook has an advantage in the interlocking system's invention to withstand loads in the in-plane and out-of-plane orientations commonly required by the masonry walls against earthquake forces. Reviews of the investigation of in-plane and out-of-plane masonry walls have rarely been found in previous studies. In this paper, the results of a series of experimental tests with different interlocking models in resisting the simultaneous in-plane shear and out-of-plane bending actions on concrete blocks are presented. This paper presents a research investigation of various interlocking concrete blocks' mechanical properties with different hook thicknesses. Discussion of the trends mentioned above and their implications towards interlocking concrete block mechanical properties is provided.

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6

Ma, Hongwang, Qi Ma, and Prakash Gaire. "Development and mechanical evaluation of a new interlocking earth masonry block." Advances in Structural Engineering 23, no. 2 (2019): 234–47. http://dx.doi.org/10.1177/1369433219868931.

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An innovative interlocking compressed earth block, called interlocking compressed earth block developed at Shanghai Jiao Tong University, was developed for structural masonry. The locking mechanism of the interlocking compressed earth block developed at Shanghai Jiao Tong University completely depends on the grout in the vertical holes. Therefore, there is no gap between the interlocking key and the blocks, which increases the wall stability and reduces the block manufacturing costs. Experimental studies on the mechanical behavior of the unit (the block) and the masonry (prism constructed with a dry interface) were performed in accordance with the related standards. Soil samples from the northern Gansu Province of China were collected and studied. Small cylindrical samples were tested to determine the compressive and splitting tensile strength. Subsequently, the compressive strength of the prisms with three dry-stack blocks and the shear behavior of the masonry through the triplet test were investigated. The results show that the compressive and shear strengths meet the related standards. This work may provide a valuable structural system for low-cost, eco-friendly dwelling in developing countries.

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7

Chang, Yu Jiao, Biao Ma, Fang Qin, and Xuan Lv. "Application of Interlocking Block Pavement in Rural Highway." Advanced Materials Research 287-290 (July 2011): 926–29. http://dx.doi.org/10.4028/www.scientific.net/amr.287-290.926.

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Concrete interlocking block pavement is characterized of preferred durability, easy construction and maintenance and low construction cost. It can be widely applied in the rural highway. Based with the project of rural highway in Tongchuan Shaanxi province, the paper studies the mechanism of interlocking blocks, design of the pavement, and construction technology for field application. After one year service for open traffic, the interlocking block pavement is shown to have fascinating economy and service performance for the rural road.

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8

Liu, Shen, Jingshu Zhang, Le Liu, Hang Guo, and Bo Wang. "Compressive performance of new types of load-bearing horizontal-hole interlocking concrete hollow blocks." Advances in Structural Engineering 22, no. 6 (2018): 1368–83. http://dx.doi.org/10.1177/1369433218813472.

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Two series of load-bearing horizontal-hole interlocking hollow concrete blocks, referred to as H-shaped series and cross-shaped series, were developed, including three geometric types: type BH-290 (H-shaped), type BH-240 (H-shaped), and type BC-240 (cross-shaped). The research presented in this article investigated the compressive behavior of the proposed load-bearing horizontal-hole interlocking hollow concrete blocks and aimed at analyzing the influence of geometric parameters on the block capacity. First, compressive tests of the horizontal-hole interlocking hollow concrete blocks were carried out. The compressive strength, elastic modulus, and compressive failure mechanism were analyzed. Second, the feasibility of the finite element analysis model was verified by experimental results presented in this article, as well as by available test data from other researchers. The influences of vertical ribs, horizontal ribs, and concrete strength on the compressive strength of horizontal-hole interlocking hollow concrete blocks were investigated. Ultimately, based on the numerical modeling results, linear equations were proposed to predict the compressive strength of H-shaped series and cross-shaped series blocks. The results show that the compressive strengths of types BH-240, BH-290, and BC-240 are 15.9, 13.4, and 13.0 MPa, respectively. For the H-shaped series, the core horizontal rib is the key part that can significantly constrain the vertical ribs so that the block can achieve higher compressive bearing capacity. For the cross-shaped series, core horizontal ribs cannot improve the compressive strength of the block because core horizontal ribs and joints near them become damaged early. Improving the concrete strength and the width of the vertical rib can effectively improve the compressive bearing capacity for both H-shaped and cross-shaped series blocks. The accuracy of the proposed equations for predicting the compressive strength of H-shaped and cross-shaped blocks is acceptable, according to the current verification.

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9

Pianchaiyaphum, Sawitri, Suphaphat Kwonpongsagoon, Premrudee Kanchanapiya, and Chakrapan Tuakta. "Recycling of Non-metallic Residue from Waste Printed Circuit Boards to Produce Interlocking Concrete Blocks." International Journal of Environmental Science and Development 12, no. 6 (2021): 169–74. http://dx.doi.org/10.18178/ijesd.2021.12.6.1336.

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The process of copper recovery from waste printed circuit board has generated large amounts of non-metallic fraction (NMF) residue. In this research, the residue was recycled as a substitute for fine aggregates at 0%, 5%, 10%, 15%, and 20% to produce interlocking concrete blocks. Properties of the interlocking concrete blocks produced in this study, such as density, water absorption, compressive strength, were firstly examined and the selected mixes were further evaluated for the heavy metal leachability. The results indicated that the NMF residue affected physical, mechanical and chemical properties of NMF interlocking concrete block samples. When increasing NMF contents, the density and compressive strength decreased, while the water absorption increased. In the leachability results, the leaching of Cu decreased as cement content increased, and its concentration level was well below the Soluble Threshold Limit Concentration limit (STLC). Thus, the high content of Cu and all other metals embedded in the NMF material were immobilized in the interlocking concrete block specimens.

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10

Tomenio, Francia H. "Mortarless Interlocking Hollow Blocks: An Innovation." International Journal of Emerging Trends in Engineering Research 8, no. 7 (2020): 3804–10. http://dx.doi.org/10.30534/ijeter/2020/145872020.

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