| 1. | Wall ties . methods of test for mortar joint and timber frame connections
墙腰箍.第1部分:灰缝和木构架连接的试验方法 |
| 2. | Test method for pullout resistance of ties and anchors embedded in masonry mortar joints
埋入砌筑砂浆缝中的拉杆和锚的拉拔阻力的试验方法 |
| 3. | Standard test methods for in situ measurement of masonry mortar joint shear strength index
圬工灰浆粘接剪切强度指数现场测量的标准试验方法 |
| 4. | Standard test method for pullout resistance of ties and anchors embedded in masonry mortar joints
埋入砖石灰缝中的拉杆和锚的拔拉阻力的标准测试方法 |
| 5. | Methods of test for ancillary components for masonry - determination of bond strength of prefabricated bed joint reinforcement in mortar joints
圬工辅助砌块的试验方法.灰浆连接处预制基地接合处加固的粘结强度的测定 |
| 6. | Methods of test for ancillary components for masonry - part 2 : determination of bond strength of prefabricated bed joint reinforcement in mortar joints
圬工辅助成份试验方法.第2部分:灰浆粘结处预制床接头增强的粘结强度测定 |
| 7. | Methods of tests for ancillary components for masonry - part 2 : determination of bond strength of prefabricated bed joint reinforcement in mortar joints ; german version en 846 - 2 : 2000
砖石工程辅助元部件试验方法.第2部分:灰缝中预制底层 |
| 8. | Methods of test for ancillary components for masonry - determination of shear load capacity and load displacement characteristics of shear ties and slip ties couplet test for mortar joint connection
圬工辅助砌块的试验方法.剪切杆和滑动杆的拉伸和压缩负载容量和负载转移特性的测定 |
| 9. | Methods of test for ancillary components for masonry - part 7 : determination of shear load capacity and load displacement characteristics of shear ties and slip ties couplet test for mortar joint connections
圬工辅助成份试验方法.第7部分:拉伸和压缩负载容量和墙系柱和负载代替特性测定 |
| 10. | The experiments show all the compression strength shear strength , elastic modulus of the composite blocks and their masonry can satisfy the requirements of standard compared to concrete , the haojiao materials elastic modulus is so low that we ignore it ' s improvement to the composite block ' s compression strength . however the area of horizontal mortar joint of composite block masonry is enlarged just because of the haojiao materials " existence , so the shear strength of composite block masonry is higher than one of small hollow betonblock masonry in thermal performance , the heat - preservation and heat - insulation capabilities of composite block masonry are analyzed and researched
试验表明：复合砌块及其砌体的抗压、抗剪强度、弹性模量等均满足规范规定的要求；由于昊角材料与混凝土相比，弹性模量相差悬殊，在受压时，可以不考虑昊角材料芯块对复合砌块及砌体抗压强度的提高，同时又因为昊角材料的存在，砌体水平灰缝面积增大，复合砌块砌体的抗剪强度较空心砌块砌体有较大的提高。 |
