CN202248392U - 一种现浇隔墙结构 - Google Patents
一种现浇隔墙结构 Download PDFInfo
- Publication number
- CN202248392U CN202248392U CN2011203742058U CN201120374205U CN202248392U CN 202248392 U CN202248392 U CN 202248392U CN 2011203742058 U CN2011203742058 U CN 2011203742058U CN 201120374205 U CN201120374205 U CN 201120374205U CN 202248392 U CN202248392 U CN 202248392U
- Authority
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- China
- Prior art keywords
- cast
- fireproof panel
- partition
- crosspiece
- place
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 238000005192 partition Methods 0.000 title abstract description 16
- 238000011065 in-situ storage Methods 0.000 title abstract description 5
- 239000004567 concrete Substances 0.000 claims abstract description 26
- 210000000282 Nails Anatomy 0.000 claims abstract description 6
- 238000010276 construction Methods 0.000 claims description 15
- 239000004568 cement Substances 0.000 claims description 12
- 210000001503 Joints Anatomy 0.000 claims description 8
- JHLNERQLKQQLRZ-UHFFFAOYSA-N Calcium silicate Chemical compound 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Abstract
一种现浇隔墙结构，本实用新型由防火面板（1）、支撑定位横档（2）和灌注于防火面板（1）形成的封闭腔体内的轻质混凝土墙体（4）构成；所述防火面板（1）构成的墙面接缝（5）两面采用错位设置，在墙面接缝处采用钉或铆（3）将支撑定位横档（2）与防火面板（1）进行连接。本实用新型的有益效果是，具有简化工序、降低成本、抗压、抗剪强度符合设计要求、节约木材资源、不易变形的优点。
Description
一种现浇隔墙结构
技术领域
[0001] 本实用新型涉及墙体构造技术领域，尤其涉及现浇隔墙的结构。 背景技术
[0002] 在建筑隔墙工程中，现场浇注轻质墙体技术越来越受到人们的重视。其原因主要在于现场浇注轻质墙体技术具有以下一系列突出的特点：一是可以机械化高效的施工。现有技术，可以发泡，混合、输送一体化，垂直输送120米，水平输送800米，一般的建筑物只需一两个工作点即可完成整栋楼的浇注工程，每小时25立方的浇注能力使墙体浇注工效惊人，拿隔墙厚120mm为例，相当于每小时完成200平方米的墙体浇注，按每天10小时计，则每天可完成近2000平方米的墙体浇注。二是免拆模技术能有效提高工程质量和降低工程成本、简化施工工艺。免拆模技术免去了繁琐的支模拆模工序，节省了模板费用，提高了墙体表面的平整度。浇筑后的墙体龙骨与墙板由浇注的发泡混凝土连为一体，整体效果及墙体表面质量极佳，免去墙体抹灰工序，可直接刮白、贴瓷砖等墙体表面装饰处理，节省了人工费用及使工效大大提高。三是重量轻。传统建筑都是厚墙、肥梁、自重大。泡沫混凝土的干体积密度为200-700kg/m3，相当于粘土砖的1/3-1/10左右。普通混凝土的1/5-1/10左右，因而采用发泡混凝土作墙体材料可以大大减轻建筑物自重，增加楼层高度，降低基础造价10%左右。四是保温性能好。由于泡沫混凝土内部含有大量气泡和微孔，因而有良好的绝热性等。导热率通常为0. 09-0. 17W/ (m. K)，其隔热保温效果比普通混凝土高数倍，20cm 厚的泡沫混凝土外墙，其保温效果相当于49cm的粘土砖外墙。所以基于上述特点，现场浇注轻质墙体技术必然成为未来墙板构造的核心技术之一。
[0003] 然而，对现浇隔墙结构的探索研究，目前还处于较低的水平。目前实际施工中主要用木龙骨制作构造隔墙结构框架，在结构框架上敷设墙板，最后在木龙骨结构框架和墙板构造形成的腔体中浇注泡沫混凝土形成轻质隔墙墙体。这种施工方案带来的问题是：一、 为了保证敷设的墙板构成的隔墙表面的平整性，这就要求木龙骨构成的结构框架要达到较高的结构精度，这对实际施工就提出了较高的技术要求。否则，尽管墙板表面可以保证十分平整，但敷设到龙骨框架上之后，墙面整体在较大视野范围内则难以达到抹灰找平的效果。 二、木龙骨结构框架相对消耗木质材料较多，且封闭于墙板之中浇注发泡混凝土后与墙板构成有机整体，属于一次性消费，所以成本较大，不利于减少木材资源消耗的环保政策导向的贯彻。
发明内容
[0004] 本实用新型的目的正是为了克服上述现有技术存在的缺陷而提供一种现浇的隔墙结构。
[0005] 本实用新型的目的是通过如下技术方案来实现的。
[0006] 一种现浇隔墙结构，本实用新型由防火面板、支撑定位横档和灌注于防火面板形成的封闭腔体内的轻质混凝土墙体构成；所述防火面板构成的墙面接缝两面采用错位设置，在墙面接缝处采用钉或铆将支撑定位横档与防火面板进行连接。
[0007] 本实用新型所述的防火面板是硅酸钙板或纤维增强水泥板或钢丝网架水泥夹心复合板或膨胀蛭石防火板。
[0008] 本实用新型所述支撑定位横档由切割木龙骨或仿木填充浆料浇注制成。
[0009] 本实用新型所述轻质混凝土墙体由加气混凝土或轻集料混凝土灌注形成。
[0010] 本实用新型的有益效果是，具有简化工序、降低成本、抗压、抗剪强度符合设计要求、节约木材资源、不易变形的优点。
[0011] 本实用新型通过做成尺寸规格统一的支撑定位横档和防火面板(墙板）形成隔墙轻质混凝土浇注腔体，省掉了目前现浇混凝土隔墙木龙骨结构框架的制作工艺及材料，不仅简化了工序、降低了成本，同时在支撑定位横档与防火面板(墙板)连接时通过X-Y平面定位技术定位找平，也能保证墙面整体在较大视野范围内达到抹灰找平的效果；特别是使用本专利权人申请的另一专利“一种建筑模板支撑龙骨仿木填充浆料配方及加工方法”（专利申请号：201110125582. 2)提出的“仿木填充浆料”，利用模具浇注尺寸规格统一的支撑定位横档，还可以完全避免使用木材，这对节约木材资源十分有利。
[0012] 要求：防火面板可以是抗压、抗剪强度符合墙体设计要求的硅酸钙板、纤维增强水泥板、钢丝网架水泥夹心复合板、膨胀蛭石防火板；支撑定位横档可以由木龙骨切割制成， 也可以由本专利权人申请的另一专利“一种建筑模板支撑龙骨仿木填充浆料配方及加工方法”（专利申请号：201110125582. 2)提出的“仿木填充浆料”利用模具浇注制成；轻质混凝土墙体可以由加气混凝土或轻集料混凝土灌注形成。
附图说明
[0013] 图1是本实用新型剖面结构示意图。 具体实施方式
[0014] 如图1所示，一种现浇隔墙结构，本实用新型由防火面板1、支撑定位横档2和灌注于防火面板1形成的封闭腔体内的轻质混凝土墙体4构成；所述防火面板1构成的墙面接缝5两面采用错位设置，在墙面接缝处采用钉或铆3将支撑定位横档2与防火面板1进行连接。
[0015] 本实用新型所述的防火面板1是硅酸钙板或纤维增强水泥板或钢丝网架水泥夹心复合板或膨胀蛭石防火板。
[0016] 本实用新型所述支撑定位横档2由切割木龙骨或仿木填充浆料浇注制成。
[0017] 本实用新型所述轻质混凝土墙体4由加气混凝土或轻集料混凝土灌注形成。
[0018] 本实用新型可根据墙体设计规定选择抗压、抗剪符合要求的墙板厚度、宽度、长度及材质，具体类型可以选择硅酸钙板、纤维增强水泥板、钢丝网架水泥夹心复合板和膨胀蛭石防火板；可根据钉铆连接对支撑定位横档的力学要求，可选择截面、强度和韧性符合要求的木龙骨切割制成支撑定位横档；也可根据本专利权人申请的另一专利“一种建筑模板支撑龙骨仿木填充浆料配方及加工方法”(专利申请号：201110125582. 2)提出的“仿木填充浆料”利用模具浇注制成支撑定位横档；在待制作隔墙四周的梁、柱和地面(或楼面）利用X-Y 平面定位技术定位隔墙平面，固定防火板(墙板）与梁、柱和地面(或楼面）的连接构件，根据
4防火面板构成的墙面接缝错位设置的要求，裁剪防火板，完成结构组装准备；防火板(墙板） 定位组装时，支撑定位横档的设置间距以保证防火板(墙板）在无外力作用时不变形为度； 在防火板(墙板）与支撑定位横档构成的隔墙腔体外，固定加气混凝土或轻集料混凝土灌注受力支撑体系，开凿灌注孔和排气孔，灌注加气混凝土或轻集料混凝土，待固化后拆除支撑体系，形成本专利结构成品。
[0019] 具体制作加工可按照以下方法：
[0020] 采购墙板：根据墙体设计规定选择抗压、抗剪符合要求的墙板厚度、宽度、长度及材质，具体类型可以选择硅酸钙板、纤维增强水泥板、钢丝网架水泥夹心复合板和膨胀蛭石防火板。
[0021] 制作支撑定位横档：根据钉铆连接对支撑定位横档的力学要求，可选择截面、强度和韧性符合要求的木龙骨切割制成支撑定位横档；也可由本专利权人申请的另一专利“一种建筑模板支撑龙骨仿木填充浆料配方及加工方法”（专利申请号：201110125582. 2)提出的“仿木填充浆料”利用模具浇注制成支撑定位横档。
[0022] 构造墙体结构：在待制作隔墙四周的梁、柱和地面(或楼面）利用X-Y平面定位技术定位隔墙平面，固定防火板(墙板）与梁、柱和地面(或楼面）的连接构件，根据防火面板构成的墙面接缝错位设置的要求，裁剪防火板，完成结构组装准备；防火板(墙板）定位组装时，支撑定位横档的设置间距以保证防火板(墙板）在无外力作用时不变形为度。
Claims (4)
1. 一种现浇隔墙结构，其特征在于，由防火面板（1)、支撑定位横档（2)和灌注于防火面板（1)形成的封闭腔体内的轻质混凝土墙体（4)构成；所述防火面板（1)构成的墙面接缝 (5 )两面采用错位设置，在墙面接缝处采用钉或铆（3 )将支撑定位横档（2 )与防火面板（1) 进行连接。
2.根据权利要求1所述的一种现浇隔墙结构，其特征在于，所述的防火面板（1)是硅酸钙板或纤维增强水泥板或钢丝网架水泥夹心复合板或膨胀蛭石防火板。
3.根据权利要求1所述的一种现浇隔墙结构，其特征在于，所述支撑定位横档（2)由切割木龙骨或仿木填充浆料浇注制成。
4.根据权利要求1所述的一种现浇隔墙结构，其特征在于，所述轻质混凝土墙体（4)由加气混凝土或轻集料混凝土灌注形成。
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103883042A (zh) * | 2014-03-21 | 2014-06-25 | 北京工业大学 | 外包钢丝网砂浆板发泡混凝土一形节能承重墙体及作法 |
| CN103883043A (zh) * | 2014-03-21 | 2014-06-25 | 北京工业大学 | 外包钢丝网砂浆板发泡混凝土十形节能承重墙体及作法 |
| CN106480995A (zh) * | 2016-12-19 | 2017-03-08 | 朱凤起 | 一种内墙体结构 |
| CN106522409A (zh) * | 2016-12-19 | 2017-03-22 | 朱凤起 | 一种外墙体结构 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103883042A (zh) * | 2014-03-21 | 2014-06-25 | 北京工业大学 | 外包钢丝网砂浆板发泡混凝土一形节能承重墙体及作法 |
| CN103883043A (zh) * | 2014-03-21 | 2014-06-25 | 北京工业大学 | 外包钢丝网砂浆板发泡混凝土十形节能承重墙体及作法 |
| CN106480995A (zh) * | 2016-12-19 | 2017-03-08 | 朱凤起 | 一种内墙体结构 |
| CN106522409A (zh) * | 2016-12-19 | 2017-03-22 | 朱凤起 | 一种外墙体结构 |
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