CN204899005U - Hollow light partition wall board of fiber reinforcement - Google Patents
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Abstract
一种纤维增强空心轻质隔墙板,涉及建筑产业化领域中装配式混凝土结构的预制隔墙板,包括板体、空腔、定位凹槽,纤维筋材,其中板体由陶粒纤维混凝土浇筑成型,板体的上、下表面由含麻点状凸起构造的专用模板定型成自然粗糙面。本实用新型解决了现有隔墙板易开裂、强度低及吸水率高的问题,能够实现工厂化预制,自重轻,且可以与主体实现软连接,能较好地抗震,施工快、造价低、节能环保、安全可靠、隔音保温效果好。
A fiber-reinforced hollow lightweight partition wall panel relates to a prefabricated partition wall panel of an assembled concrete structure in the field of construction industrialization, including a panel body, a cavity, a positioning groove, and fiber reinforcement, wherein the panel body is made of ceramsite fiber concrete Casting molding, the upper and lower surfaces of the board are shaped into a natural rough surface by a special template with pitted raised structures. The utility model solves the problems of easy cracking, low strength and high water absorption of the existing partition board, can realize factory prefabrication, has light weight, can realize soft connection with the main body, can better resist earthquakes, and has fast construction and low cost , Energy saving and environmental protection, safe and reliable, good sound insulation and heat preservation effect.
Description
技术领域 technical field
本实用新型涉及一种隔墙板,特别涉及一种应用于建筑产业化领域中装配式混凝土结构中非承重的纤维增强空心轻质隔墙板。 The utility model relates to a partition wall board, in particular to a non-load-bearing fiber-reinforced hollow lightweight partition wall board used in an assembled concrete structure in the field of building industrialization.
背景技术 Background technique
自本世纪初通过全面推广“禁实限粘”政策以来,传统的混凝土结构中填充墙已大多采用砌块取代了粘土实心砖,取得了一定的资源节约效果,结构重量也有一定程度的降低,但由于填充墙仍属于砌体结构构件,因而其整体性较差,在历次破坏性地震中填充墙的震害如十字交叉剪切裂缝依然是典型震害之一,虽然采取了圈梁构造柱等抗震措施,但并没有从根本上解决这种震害的发生。另一方面,为了避免填充墙在地震中发生外闪倒塌,现行各规范或规程中均规定了砌体填充墙与主体结构之间须采取必要的连接措施,如埋设拉结筋或铺贴钢筋网片等,如此又必须考虑填充墙对主体结构尤其是框架的刚度贡献,增大了地震作用,有学者提出在砌块墙体的施工过程中增设水平及竖向柔性分离层的方法,有效降低了砌块墙体对框架主体的刚度贡献,但同时也增加了施工工序,工期延长,且传统的砌筑施工质量难以有效保证。可见,只要仍采用传统的现场砌筑施工方法,就存在两个根本性问题:工期较长,施工质量不能绝对保证,进而导致了填充墙对混凝土主体结构的抗震性能影响不能根本有效的解决。而混凝土结构房屋采用预制装配的“制造”方式代表了建筑技术领域一种先进的发展方向。 Since the comprehensive promotion of the policy of "no concrete and limited stickiness" at the beginning of this century, blocks have been used to replace solid clay bricks in the filling walls of traditional concrete structures, which has achieved certain resource saving effects and reduced structural weight to a certain extent. However, since the infill wall is still a masonry structural component, its integrity is poor. In previous destructive earthquakes, the seismic damage of the infill wall, such as cross shear cracks, is still one of the typical earthquake damages. And other anti-seismic measures, but did not fundamentally solve the occurrence of this earthquake damage. On the other hand, in order to prevent the infill wall from flashing and collapsing during an earthquake, the current codes or regulations stipulate that necessary connection measures must be taken between the masonry infill wall and the main structure, such as burying tie bars or laying steel bars In this way, the stiffness contribution of the infill wall to the main structure, especially the frame, must be considered, which increases the seismic action. Some scholars have proposed the method of adding horizontal and vertical flexible separation layers during the construction of the block wall, which is effective. The stiffness contribution of the block wall to the main body of the frame is reduced, but at the same time, the construction process is increased, the construction period is prolonged, and the traditional masonry construction quality is difficult to effectively guarantee. It can be seen that as long as the traditional on-site masonry construction method is still used, there are two fundamental problems: the construction period is long, and the construction quality cannot be absolutely guaranteed, which leads to the fact that the impact of the filling wall on the seismic performance of the main concrete structure cannot be fundamentally and effectively solved. The "manufacturing" method of prefabricated assembly of concrete structure houses represents an advanced development direction in the field of construction technology.
在全面推广“禁实限粘”政策过程中,很多企业开始转向研制空心墙板领域,但市场上大部分墙板是利用化工原料生产的,对环境和能源来说是种负担。也有不少企业利用废弃植物秸秆为原料及添加粘合剂、阻燃剂、增强剂等生产纤维墙板,虽然在秸秆废物利用方面起到绿色环保要求,但其添加剂有的是有毒或不易分解的化学成分,没有做到真正意义上的绿色环保,尤其是在加工过程中,基本都要经过热压加工,需要大型设备仪器,成本高、能耗高。且大量墙板的面层抹灰普遍开裂,严重影响使用。 In the process of comprehensively promoting the policy of "no solids and limited sticking", many companies have begun to turn to the field of hollow wall panels, but most of the wall panels on the market are produced using chemical raw materials, which is a burden on the environment and energy. There are also many enterprises that use waste plant straw as raw materials and add adhesives, flame retardants, reinforcing agents, etc. to produce fiber wallboards. Although they meet the requirements of environmental protection in terms of straw waste utilization, some of their additives are toxic or difficult to decompose. The ingredients are not truly green and environmentally friendly, especially in the processing process, which basically needs to be processed by hot pressing, which requires large-scale equipment and instruments, and the cost is high and the energy consumption is high. Moreover, the surface plaster of a large number of wallboards is generally cracked, which seriously affects the use.
实用新型内容 Utility model content
本实用新型的目的在于解决上述已有技术存在的不足之处,提供一种能够实现工厂化预制的纤维增强空心轻质隔墙板,有效解决建筑的保温隔热隔音等问题,提高建筑制造过程中工业化和机械化的比重,实现施工简单、人工减少、能耗降低、成本降低、工期缩短等综合效益。 The purpose of the utility model is to solve the shortcomings of the above-mentioned prior art, provide a fiber-reinforced hollow lightweight partition wall panel that can realize factory prefabrication, effectively solve the problems of thermal insulation and sound insulation of buildings, and improve the building manufacturing process. The proportion of industrialization and mechanization in the project can achieve comprehensive benefits such as simple construction, reduced labor, reduced energy consumption, reduced cost, and shortened construction period.
本实用新型的目的是通过以下技术方案实现的: The purpose of this utility model is achieved by the following technical solutions:
一种纤维增强空心轻质隔墙板,包括板体、空腔、定位凹槽,纤维筋材,其中板体由陶粒纤维混凝土浇筑成型,板体的上、下表面由含麻点状凸起构造的专用模板定型成自然粗糙面。 A fiber-reinforced hollow lightweight partition wall panel, including a panel body, a cavity, a positioning groove, and fiber reinforcements, wherein the panel body is formed by pouring ceramsite fiber concrete, and the upper and lower surfaces of the panel body are made of pitted convex The special formwork from the structure is shaped into a natural rough surface.
优选地,所述的空腔为一组平行间隔且贯通板体至少一侧面的圆柱形或近似圆柱形孔道,通过预埋芯管、预设气囊或预设水囊实现。 Preferably, the cavities are a group of cylindrical or approximately cylindrical holes that are spaced in parallel and pass through at least one side of the plate body, and are realized by pre-embedded core tubes, preset air bags or preset water bags.
优选地,所述的纤维筋材设置两组且平行间隔设置,所述的所述空腔设置在两组纤维筋材之间,且纤维筋材与空腔交错设置。 Preferably, two groups of fiber reinforcements are arranged in parallel and at intervals, the cavity is arranged between the two groups of fiber reinforcements, and the fiber reinforcements and the cavities are arranged alternately.
优选地,所述的板体的上表面至少开设有一条竖槽和一条横槽,所述的竖槽和横槽垂直设置。 Preferably, at least one vertical groove and one horizontal groove are opened on the upper surface of the board body, and the vertical groove and the horizontal groove are arranged vertically.
优选地,所述定位凹槽位于板体两侧,相邻板体是通过在定位凹槽中灌浆实现连接。 Preferably, the positioning grooves are located on both sides of the boards, and adjacent boards are connected by grouting in the positioning grooves.
优选地,所述板体强度等级不低于LC7.5,容重不超过15kN/m3。 Preferably, the strength level of the board is not lower than LC7.5, and the bulk density is not more than 15kN/m 3 .
优选地,所述定位凹槽长度为侧边长度的1/4-1/3,其形状为三角形、矩形、梯形、半圆形或多边凹凸异形中的一种。 Preferably, the length of the positioning groove is 1/4-1/3 of the side length, and its shape is one of triangle, rectangle, trapezoid, semicircle or polygonal irregular shape.
优选地,所述的板体和纤维筋材中的纤维为植物秸秆纤维,由水稻、棉花、玉米、小麦中的一种或几种组成的混杂纤维,纤维筋材的直径为8-16mm,保护层厚度不小于20mm,保护层采用树脂基FRP复合材料或植物纤维糊化聚合材料。 Preferably, the fiber in the board body and the fiber reinforcement is plant straw fiber, a hybrid fiber composed of one or more of rice, cotton, corn, and wheat, and the diameter of the fiber reinforcement is 8-16mm. The thickness of the protective layer is not less than 20mm, and the protective layer is made of resin-based FRP composite material or plant fiber gelatinized polymer material.
与现有技术相比,本实用新型的有益效果是: Compared with the prior art, the beneficial effects of the utility model are:
(1)框架结构填充隔墙采用纤维增强空心轻质隔墙板,可较方便地实现与主体结构的柔性连接,不仅有效提高了施工速度,而且有效解决了填充墙对框架结构抗震不利的影响。 (1) The infill partition wall of the frame structure adopts fiber-reinforced hollow lightweight partition wall panels, which can easily realize the flexible connection with the main structure, which not only effectively improves the construction speed, but also effectively solves the adverse impact of the infill wall on the frame structure's seismic resistance .
(2)纤维增强空心轻质隔墙板质量优于现场施工,因为生产在工厂内完成,模具制作精度高,误差小,尺寸更加标准,混凝土浇捣、预埋件和水电管线的安装可以做到准确无误,隔墙板正反表面为自然粗糙面,有助于墙板接缝及抹灰等工序,有效解决墙体裂缝、渗水、鼓壳等问题,避免了大多数的建筑“质量通病”,使建筑质量更易于控制。 (2) The quality of fiber-reinforced hollow lightweight partition wall is better than that of on-site construction, because the production is completed in the factory, the mold making precision is high, the error is small, the size is more standard, and the concrete pouring and tamping, the installation of embedded parts and water and electricity pipelines can be done To be accurate, the front and back surfaces of the partition wall are naturally rough, which is helpful for wall panel joints and plastering and other processes, effectively solving problems such as wall cracks, water seepage, drum shells, etc., and avoiding most of the "common quality problems of construction" ”, making the building quality easier to control.
(3)墙板采用工厂预制,生产不受时间和天气的影响;现场安装,施工效率提高,同时减少环境污染,综合效益显著。 (3) The wall panel is prefabricated in the factory, and the production is not affected by time and weather; on-site installation, the construction efficiency is improved, and the environmental pollution is reduced at the same time, and the comprehensive benefits are remarkable.
附图说明 Description of drawings
图1是本实用新型的截面结构示意图; Fig. 1 is a schematic cross-sectional structure diagram of the utility model;
图2是设有横槽和竖槽的隔墙板上表面的结构示意图; Fig. 2 is a schematic structural view of the upper surface of a partition wall provided with horizontal grooves and vertical grooves;
图中:1-板体,2-空腔,3-定位凹槽,4-纤维筋材,5-竖槽,6-横槽。 In the figure: 1-board body, 2-cavity, 3-positioning groove, 4-fiber reinforcement, 5-vertical groove, 6-transverse groove.
具体实施方式 Detailed ways
下面结合附图对本实用新型作进一步说明: Below in conjunction with accompanying drawing, the utility model is further described:
如图1所示:一种纤维增强空心轻质隔墙板,包括板体1、空腔2、定位凹槽3,纤维筋材4,其中板体1由陶粒纤维混凝土浇筑成型,板体1的上、下表面由含麻点状凸起构造的专用模板定型成自然粗糙面。所述的纤维筋材4是指是用纤维材质做的类似于钢筋的材料,由于板体1的上、下表面为自然粗糙面,有助于墙板接缝及抹灰等工序,有效解决墙体裂缝、渗水、鼓壳等问题,避免了大多数的建筑“质量通病”,使建筑质量更易于控制。 As shown in Figure 1: a fiber-reinforced hollow lightweight partition wall panel, including a panel body 1, a cavity 2, a positioning groove 3, and fiber reinforcements 4, wherein the panel body 1 is cast and formed by ceramsite fiber concrete, and the panel body The upper and lower surfaces of 1 are shaped into a natural rough surface by a special template containing pitted raised structures. The fiber reinforcement 4 refers to a material similar to a steel bar made of fiber material. Since the upper and lower surfaces of the board body 1 are naturally rough, it is helpful for the processes such as wallboard joints and plastering, and effectively solves the problem. Problems such as wall cracks, water seepage, and drum shells have avoided most of the "common quality problems" of construction, making the construction quality easier to control.
进一步地,所述的空腔2为一组平行间隔且贯通板体1至少一侧面的圆柱形或近似圆柱形孔道,通过预埋芯管、预设气囊或预设水囊实现。 Further, the cavity 2 is a group of cylindrical or approximately cylindrical holes that are spaced in parallel and pass through at least one side of the plate body 1, and are realized by pre-embedded core tubes, preset air bags or preset water bags.
进一步地,所述的纤维筋材4设置两组且平行间隔设置,所述的所述空腔2设置在两组纤维筋材4之间,且纤维筋材4与空腔2交错设置。通过设置纤维筋材4,可以承载一定的重量,具有较好的加强效果。 Further, two groups of fiber reinforcements 4 are arranged in parallel and at intervals, the cavity 2 is arranged between the two groups of fiber reinforcements 4 , and the fiber reinforcements 4 and cavities 2 are arranged alternately. By arranging the fiber reinforcement 4, a certain weight can be carried, which has a better strengthening effect.
进一步地,所述的板体的上表面至少开设有一条竖槽5和一条横槽6,所述的竖槽5和横槽6垂直设置,如图2所示,可将网线、电线置于槽内,便于室内水电排布,同时达到美观的效果,同时由于设置垂直的竖槽5和横槽6便于网线和电线的拐弯,使得线路布置更加方便。 Further, at least one vertical groove 5 and one horizontal groove 6 are opened on the upper surface of the board, and the vertical groove 5 and the horizontal groove 6 are arranged vertically. As shown in FIG. 2 , network cables and electric wires can be placed In the groove, it is convenient for indoor water and electricity arrangement, and at the same time achieves an aesthetic effect. At the same time, because the vertical vertical groove 5 and the horizontal groove 6 are arranged to facilitate the turning of the network cable and the electric wire, the line layout is more convenient.
进一步地,所述定位凹槽3位于板体1两侧,相邻板体1是通过在定位凹槽3中灌浆实现连接。 Further, the positioning grooves 3 are located on both sides of the board body 1, and adjacent board bodies 1 are connected by grouting in the positioning grooves 3 .
进一步地,所述板体1强度等级不低于LC7.5,容重不超过15kN/m3。 Further, the strength level of the plate body 1 is not lower than LC7.5, and the bulk density is not more than 15kN/m 3 .
进一步地,所述定位凹槽3长度为侧边长度的1/4-1/3,其形状为三角形、矩形、梯形、半圆形或多边凹凸异形中的一种。 Further, the length of the positioning groove 3 is 1/4-1/3 of the side length, and its shape is one of triangle, rectangle, trapezoid, semicircle or polygonal uneven shape.
进一步地,所述的板体1和纤维筋材4中的纤维为植物秸秆纤维,由水稻、棉花、玉米、小麦中的一种或几种组成的混杂纤维,纤维筋材4的直径为8-16mm,保护层厚度不小于20mm,保护层采用树脂基FRP复合材料或植物纤维糊化聚合材料。 Further, the fibers in the board body 1 and the fiber reinforcement 4 are plant straw fibers, hybrid fibers composed of one or more of rice, cotton, corn, and wheat, and the diameter of the fiber reinforcement 4 is 8 -16mm, the thickness of the protective layer is not less than 20mm, and the protective layer is made of resin-based FRP composite material or plant fiber gelatinized polymer material.
上述结合附图对实用新型进行了示例性描述,显然本实用新型具体实现并不受上述方式的限制,只要采用了实用新型的方法构思和技术方案进行的这种非实质改进,或未经改进将实用新型的构思和技术方案直接应用于其他场合的,均在本实用新型的保护范围之内。 The utility model has been described as an example in conjunction with the accompanying drawings. Obviously, the specific implementation of the utility model is not limited by the above-mentioned method, as long as the method concept and technical solution of the utility model are used for this insubstantial improvement, or without improvement Directly applying the ideas and technical solutions of the utility model to other occasions falls within the protection scope of the utility model.
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106192764A (en) * | 2016-08-22 | 2016-12-07 | 广东工业大学 | A kind of pre-stress FRP concrete box type girder and production technology |
| CN106835927A (en) * | 2017-02-14 | 2017-06-13 | 湖南诚友绿色建材科技有限公司 | A kind of pre-stress concrete H types compound air core |
| CN109779089A (en) * | 2019-03-07 | 2019-05-21 | 华北水利水电大学 | Fiber-reinforced reinforced masonry structure and its construction method |
-
2015
- 2015-08-07 CN CN201520593277.XU patent/CN204899005U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106192764A (en) * | 2016-08-22 | 2016-12-07 | 广东工业大学 | A kind of pre-stress FRP concrete box type girder and production technology |
| CN106835927A (en) * | 2017-02-14 | 2017-06-13 | 湖南诚友绿色建材科技有限公司 | A kind of pre-stress concrete H types compound air core |
| CN109779089A (en) * | 2019-03-07 | 2019-05-21 | 华北水利水电大学 | Fiber-reinforced reinforced masonry structure and its construction method |
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Granted publication date: 20151223 Termination date: 20180807 |