POZD涂层方形钢筋混凝土板抗接触爆炸试验研究

汪维; 杨建超; 汪剑辉; 高伟亮; 王幸

doi:10.11883/bzycj-2020-0180

POZD涂层方形钢筋混凝土板抗接触爆炸试验研究

doi: 10.11883/bzycj-2020-0180

汪维^{1, 2,},
杨建超^2, ,,
汪剑辉²,
高伟亮²,
王幸²

1.
宁波大学冲击与安全工程教育部重点实验室，浙江宁波 315211
2.
军事科学院国防工程研究院，河南洛阳 471023

基金项目: 国家自然科学基金（11302261，11972201）

详细信息

作者简介:
汪　维（1983－　），男，博士，副教授，wangwei7@nbu.edu.cn

通讯作者:
杨建超（1976－　），男，硕士，高级工程师，jiebao9630@163.com

中图分类号: O383
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- 被引次数: 0
出版历程
- 收稿日期: 2020-06-03
- 修回日期: 2020-07-10
- 刊出日期: 2020-12-05

Experimental research on anti-contact explosion of POZD coated square reinforced concrete slab

1.
Key Laboratory of Impact and Safety Engineering, Ministry of Education, Ningbo University, Ningbo 315211, Zhejiang, China
2.
Institute of Defence Engineering, Academy of Military Science, Luoyang 471023, Henan, China

摘要

摘要: 为研究聚异氰氨酸酯噁唑烷聚合物高分子材料（polyisocyanate oxazodone，POZD）涂层方形钢筋混凝土板在接触爆炸作用下的破坏模式和抗爆性能，对POZD涂层方形钢筋混凝土板进行接触爆炸条件下试验研究。试验中采用建筑结构中楼面设计常用的钢筋混凝土板为研究对象，通过11次独立的爆炸试验，分析了不同POZD涂层厚度对抗爆性能的影响，观测了钢筋混凝土板在不同装药量和不同POZD涂层厚度条件下的破坏模式和破坏特征，研究结果表明：涂层POZD钢筋混凝土板的主要破坏模式为钢筋混凝土板正面爆炸成坑，背面POZD涂层的圆锥状鼓起。POZD涂层鼓起主要是在爆炸冲击波作用下POZD涂层从基体板脱离并出现较大塑性变形所致。当冲击波荷载强度超过POZD材料的极限抗拉强度时，在涂层锥尖处形成较小的圆孔装剪切破坏，涂层的其他区域保持完好，从而让钢筋混凝土板不会产生较大范围的震塌破坏。在强冲击波荷载作用下利用POZD涂层仍然能够保持大变形、高塑性特性，可以通过自身的大变形很好地延长爆炸荷载的作用时间和耗散时间，吸收较大冲击波能量，从而约束混凝土震塌碎片，提高钢混混凝土板的抗爆性能。随着POZD涂层厚度增加，板的抗接触爆炸作用下的抗爆能力越强，临界震塌破坏装药量越多。研究结果可为工程应用及毁伤评估提供参考。
- 爆炸荷载 /
- 钢筋混凝土板 /
- POZD涂层 /
- 破坏模式
Abstract: In order to study the failure mode and anti-explosion performance of PODZ coated square reinforced concrete slabs under contact explosion, the PODZ coated square reinforced concrete slabs were tested under contact explosion conditions. In the test, the reinforced concrete slab commonly used in floor design in building structures was used as the research object. Through 11 independent explosion tests, the influence of different PODZ coating thickness on the anti-explosion performance was analyzed, and the reinforced concrete slab failure modes and damage characteristics were observed at different charges TNT mass and different PODZ coating thickness conditions. The results show that the main failure mode of the coated PODZ reinforced concrete slab is the crater of reinforced concrete slab on the front and the conical shape bulge of POZD coating on the back. The bulging of POZD coating is mainly due to the detachment of POZD coating from the base plate and large plastic deformation under explosion shock wave. When the shock wave load strength exceeds the ultimate tensile strength of POZD material, a small round hole shear failure is formed at the tip of coating cone, and the other areas of the coating remain intact, so that the reinforced concrete slab will not produce a large range of seismic collapse failure. Under the strong shock wave load, the POZD coating can still maintain large deformation and high plasticity, which can extend the action time and dissipation time of explosion load through its large deformation and absorb large shock wave energy, so as to restrain the concrete spall debris and improve the anti-explosion performance of steel-concrete concrete slabs. With the increase of the thickness of POZD coating, the stronger the anti-explosion ability of the plate under contact explosion, the more the critical collapse damage TNT mass. The research results can provide references for engineering application and damage assessment.
- explosion load /
- reinforced concrete slab /
- POZD coating /
- failure mode

HTML全文

图 1 聚脲及POZD材料的立体网状结构图

Figure 1. Stereoscopic network structure of polyuria and POZD materials

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图 2 混凝土板配筋及内衬材料示意图（单位：mm）

Figure 2. Schematic of reinforcement and lining of concrete slab (unit in mm)

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图 3 试验布置

Figure 3. Testing arrangement

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图 4 模型P0-1试验结果

Figure 4. Test results of model P0-1

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图 5 模型P1-1试验结果

Figure 5. Test results of model P1-1

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图 6 模型P2-1试验结果

Figure 6. Test results of model P2-1

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图 7 模型P3-1试验结果

Figure 7. Test results of model P3-1

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图 8 模型P5-1试验结果

Figure 8. Test results of model P5-1

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图 9 模型P4-1背爆面

Figure 9. Rear side of model P4-1

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图 10 模型P2-2背爆面

Figure 10. Rear side of model P2-2

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图 11 模型P5-2试验结果

Figure 11. Test results of model P5-2

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图 12 POZD涂层变形大小与装药量之间的关系

Figure 12. Relationship between deformation and thickness of POZD coating

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图 13 POZD涂层厚度与临界破坏的TNT药量关系

Figure 13. Relationship between coating thickness and TNT charge weight inducing critical failure of coating

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表 1 试验参数及结果

Table 1. Test parameters and results

编号	模型	TNT药量W/g	爆心高度h₀/ mm	涂层厚度h₁/ mm	开坑直径d₁/ mm	POZD 涂层		破坏状态
编号	模型	TNT药量W/g	爆心高度h₀/ mm	涂层厚度h₁/ mm	开坑直径d₁/ mm	鼓包直径d/mm	鼓包高度h/mm	破坏状态
1	P0-1	400	12.5	0	295	−	−	震塌
2	P1-1	600	20.8	4	400	750	70	无破损
3	P1-2	1000	32.5	4	415	850	90	无破损
4	P2-1	1800	57	6	475	990	120	无破损
5	P2-2	2000	62.5	6	500	1000	125	破损
6	P3-1	2000	62.5	8	450	1000	115	无破损
7	P3-2	2200	69.3	8	515	1050	125	无破损
8	P4-1	2400	50	10	530	1060	125	无破损
9	P4-2	2600	50	10	540	1100	135	破损
10	P5-1	3000	50	12	660	1150	150	无破损
11	P5-2	3600	50	12	680	1300	180	破损

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参考文献(19)

[1]	LI Z X, DU H, BAO C X. Review of current researches on blast load effects of building structures in China [J]. Transactions of Tianjin University, 2006, 12(S): 35–41.
[2]	王明洋, 张胜民, 国胜兵. 接触爆炸作用下钢板−钢纤维混凝土遮弹层设计方法:Ⅰ [J]. 爆炸与冲击, 2002, 22(1): 40–45. WANG M Y, ZHANG S M, GUO S B. Design method of steel fiber concrete shelter plate under contact detonation: Ⅰ [J]. Explosion and Shock Waves, 2002, 22(1): 40–45.
[3]	王明洋, 钱七虎, 赵跃堂. 接触爆炸作用下钢板−钢纤维钢筋混凝土遮弹层设计方法:Ⅱ [J]. 爆炸与冲击, 2002, 22(2): 163–l68. WANG M Y, QIAN Q H, ZHAO Y T. Design method of steel fiber concrete shelter plate under contact detonation: Ⅱ [J]. Explosion and Shock Waves, 2002, 22(2): 163–l68.
[4]	陈万祥, 严少华. CFRP加固钢筋混凝土梁抗爆性能试验研究 [J]. 土木工程学报, 2010, 43(5): 1–12. DOI: 10.15951/j.tmgcxb.2010.05.014. CHEN W X, YAN S H. Experimental study of RC beams strengthened with CFRP under blast loading [J]. China Civil Engineering Journal, 2010, 43(5): 1–12. DOI: 10.15951/j.tmgcxb.2010.05.014.
[5]	柳景春, 方秦. 爆炸荷载作用下内衬钢板的混凝土组合结构防震塌的工程计算方法 [J]. 防护工程, 2008, 38(4): 31–34. LIU J C, FANG Q. The engineering calculation method of steel-backed concrete composite structures for anti-scabbing under blast loading [J]. Protective Engineering, 2008, 38(4): 31–34.
[6]	柳锦春, 方秦, 张亚栋, 等. 爆炸荷载作用下内衬钢板的混凝土组合结构的局部效应分析 [J]. 兵工学报, 2004, 25(6): 773–776. DOI: 10.3321/j.issn:1000-1093.2004.06.027. LIU J C, FANG Q, ZHANG Y D, et al. Analysis of local effects on steel-backed concrete composite structures under blast loading [J]. Acta Armamentarii, 2004, 25(6): 773–776. DOI: 10.3321/j.issn:1000-1093.2004.06.027.
[7]	李志成, 艾德武, 严少华. 碳纤维布加固混凝土试块抗侵彻试验研究 [J]. 防护工程, 2002(1): 42–49. LI Z C, AI D W, YAN S H. Experimental study on penetration resistance of concrete block strengthened with CFRP [J]. Protective Engineering, 2002(1): 42–49.
[8]	韩国建, 程国亮, 杨进勇, 等. 双向余弦三维波纹钢板-混凝土复合结构抗震塌性能研究 [J]. 防护工程, 2013, 35(6): 13–17. HAN G J, CHENG G L, YANG J Y, et al. Research on anti-collapse ability of bidirectional cosine three-dimensional corrugated steel place-reinforced concrete composite structure [J]. Protective Engineering, 2013, 35(6): 13–17.
[9]	袁建虎, 唐建, 吕振坚, 等. 钢丝网高强混凝土抗爆性能试验研究 [J]. 兵工学报, 2012, 33(3): 373–378. YUAN J H, TANG J, LU Z J, et al. Experimental investigation on anti-explosion performance of steel-wire-net reinforced concretes [J]. Acta Armamentarii, 2012, 33(3): 373–378.
[10]	陈万祥, 卢红标, 候小伟, 等. 高强钢筋加强混凝土板抗爆性能试验研究 [J]. 振动与冲击, 2015, 34(10): 135–141. DOI: 10.13465/j.cnki.jvs.2015.10.023. CHEN W X, LU H B, HOU X W, et al. Tests for anti-blast performance of concrete slabs with high-strength reinforcements under blast loading [J]. Journal of Vibration and Shock, 2015, 34(10): 135–141. DOI: 10.13465/j.cnki.jvs.2015.10.023.
[11]	侯小伟, 卢红标, 陈万祥, 等. 高强钢筋混凝土板抗接触爆炸破坏形态分析 [J]. 武汉理工大学学报, 2013, 35(9): 96–100. DOI: 10.3963/j.issn.1671-4431.2013.09.019. HOU X W, LU H B, CHEN W X, et al. Analysis on the anti-contact explosion failure patterns of high strength RC slabs [J]. Journal of Wuhan University of Technology, 2013, 35(9): 96–100. DOI: 10.3963/j.issn.1671-4431.2013.09.019.
[12]	董新龙, 洪志权, 高培正, 等. 混凝土及钢纤维混凝土板爆炸破坏研究 [J]. 兵工学报, 2009, 30(S2): 280–283. DONG X L, HONG Z Q, GAO P Z, et al. Study on collapse of common and steel fiber reinforced concrete slabs subjected to contact detonation [J]. Acta Armamentarii, 2009, 30(S2): 280–283.
[13]	范新, 章克凌, 王明洋, 等. 钢纤维喷射混凝土支护抗常规爆炸震塌能力研究 [J]. 岩石力学与工程学报, 2006, 25(7): 1437–1442. DOI: 10.3321/j.issn:1000-6915.2006.07.021. FAN X, ZHANG K L, WANG M Y, et al. Study on spalling resistance performance of steel fiber shotcrete induced by conventional explosion [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(7): 1437–1442. DOI: 10.3321/j.issn:1000-6915.2006.07.021.
[14]	LAN S R, LOK T S, HENG L. Composite structural panels subjected to explosive loading [J]. Construction and Building Materials, 2005, 19(5): 387–395. DOI: 10.1016/j.conbuildmat.2004.07.021.
[15]	HUFF W L. Collapse strength of a two way reinforced concrete slab contained within a steel frame structure: ADA012825 [R]. Washington D C: Army Engineer Waterways Experiment Station Vicksburg Miss Defense Civil Preparedness Agency. 1975.
[16]	OHKUBO K, BEPPU M, OHNO T, et al. Experimental study on the effectiveness of fiber sheet reinforcement on the explosive-resistant performance of concrete plates [J]. International Journal of Impact Engineering, 2008, 35(12): 1702–1708. DOI: 10.1016/j.ijimpeng.2008.07.022.
[17]	WU C, OEHLERS D J, REBENTROST M, et al. Blast testing of ultra-high performance fibre and FRP-retrofitted concrete slabs [J]. Engineering Structures, 2009, 31(9): 2060–2069. DOI: 10.1016/j.engstruct.2009.03.020.
[18]	杨建超, 汪剑辉, 周旺进, 等. 喷涂POZD弹性涂层防护门抗爆性能试验研究 [J]. 防护工程, 2020, 42(1): 7–11. YANG J C, WANG J H, ZHOU W J, et al. Experimental study on blast resistance performance of blast door with POZD elastic coating [J]. Protective Engineering, 2020, 42(1): 7–11.
[19]	张想柏, 杨秀敏, 陈肇元, 等. 接触爆炸钢筋混凝土板的震塌效应 [J]. 清华大学学报(自然科学版), 2006, 46(6): 765–768. DOI: 10.3321/j.issn:1000-0054.2006.06.004. ZHANG X B, YANG X M, CHENG Z Y, et al. Explosion spalling of reinforced concrete slabs with contact detonations [J]. Journal of Tsinghua University (Science and Technology), 2006, 46(6): 765–768. DOI: 10.3321/j.issn:1000-0054.2006.06.004.