CN106205353A - Building beam slab formwork model and manufacture method - Google Patents
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Abstract
建筑梁板支模模型及制作方法是为进行辅助教学以及为施工企业的农民工进行培训而设计的，属于职业教育设施领域；建筑梁板支模模型由模拟梁板、模拟梁板模板、模拟模板加劲、模拟支撑顶托、模拟立杆、模拟横杆与模拟连接件组成的；模拟梁板模板位于模拟梁板的下方，模拟模板加劲的下方；模拟模板加劲的下方支承在模拟横杆和模拟支撑顶托上；模拟横杆与模拟立杆垂直相交，且通过模拟连接件连接；本发明的有益效果是使大学生或农民工通过模型展示教学，对梁板支模的构造有直接的认识，便于理解。
The building beam-slab formwork model and its production method are designed for auxiliary teaching and training for migrant workers in construction enterprises, and belong to the field of vocational education facilities; the building beam-slab formwork model consists of simulated beam-slab, simulated beam-slab formwork, Formwork stiffening, simulated support jacking, simulated vertical pole, simulated crossbar and simulated connector; simulated beam slab formwork is located under the simulated beam slab and simulated formwork stiffener; the lower part of simulated formwork stiffener is supported on simulated crossbar and simulated beam plate The simulated support is placed on top; the simulated horizontal bar and the simulated vertical bar are vertically intersected and connected through simulated connectors; the beneficial effect of the present invention is to enable college students or migrant workers to have a direct understanding of the structure of the beam-slab support formwork through model display and teaching , which is easy to understand.
Description
技术领域technical field
本发明是建筑梁板支模模型及制作方法，是为进行辅助教学以及为施工企业的农民工进行培训而设计的，属于职业教育设施领域。The invention relates to a building beam-slab formwork support model and a manufacturing method, which are designed for assisting teaching and training for migrant workers in construction enterprises, and belong to the field of vocational education facilities.
背景技术Background technique
所谓的梁板支模，是指有梁楼板的模板支设，在建筑工程中是常见的施工工序；由于梁凸出板底，致使原来简单的模板支护变得复杂了；对于没有实践经验的大学生，和还没有进入工作状态的农民工来说，应该熟悉梁板支模的构造，但要想让他们理解并掌握梁板支模的构造还真不容易；我国建筑工程类的大学教学一直延用讲授为主的教学方法，近年来我国高等与中等职业教育在教学虽然有所突破，采用了多媒体等信息化教学手段，设置了一些教学情境，但没有根本摆脱以讲授为主的教学模式；为使教育能跟上我国经济发展的步伐，国家决策改造一批应用技术大学，这些大学的教师、设施都是按照精英式培养模式设置的，要想贴近施工教学，难度很大；另一方面，随着我国的工业2025计划的颁布实施，近年来国家加强了对农民工的培训要求，而且对建筑施工企业的检查考核力度加大，可是建筑施工企业很难组织对农民工的梁板支模施工的培训，应用技术大学、高职院校、中职学校目前的设施也不能满足从事建筑业的农民工梁板支模施工的培训要求。The so-called beam slab formwork refers to the formwork support of the beam floor, which is a common construction process in construction engineering; because the beam protrudes from the bottom of the slab, the original simple formwork support becomes complicated; for those without practical experience For college students and migrant workers who have not yet entered the working state, they should be familiar with the structure of the beam-slab formwork, but it is not easy for them to understand and master the structure of the beam-slab support formwork; Lecture-based teaching methods have been used all the time. Although China’s higher and secondary vocational education has made some breakthroughs in teaching in recent years, using multimedia and other information-based teaching methods and setting up some teaching situations, it has not fundamentally got rid of the lecture-based teaching method. model; in order to enable education to keep up with the pace of China's economic development, the state has decided to transform a number of universities of applied technology. The teachers and facilities of these universities are set up according to the elite training model. It is very difficult to get close to construction teaching; On the one hand, with the promulgation and implementation of China's Industry 2025 plan, the state has strengthened the training requirements for migrant workers in recent years, and the inspection and assessment of construction companies have increased, but it is difficult for construction companies to organize the beam of migrant workers. For the training of slab formwork construction, the current facilities of applied technology universities, higher vocational colleges, and secondary vocational schools cannot meet the training requirements of beam slab formwork construction for migrant workers engaged in the construction industry.
本发明提供的建筑梁板支模模型可以解决这些问题。The building beam slab formwork support model provided by the invention can solve these problems.
发明内容Contents of the invention
本方案的具体做法是：The specific approach of this program is:
采用如图1所示的建筑梁板支模模型，由模拟梁板1、模拟梁板模板2、模拟模板加劲3、模拟支撑顶托4、模拟立杆5、模拟横杆6与模拟连接件7组成的；模拟梁板模板2的底模位于模拟梁板1的下方，模拟模板加劲3的上方；模拟梁板模板2的侧模位于模拟梁板1的模拟梁的两侧；模拟模板加劲3的下方支承在模拟横杆6和模拟支撑顶托4上；模拟横杆6与模拟立杆5垂直相交，且通过模拟连接件7连接。Adopt the building beam-slab formwork support model shown in Figure 1, which consists of simulated beam-slab 1, simulated beam-slab formwork 2, simulated formwork stiffener 3, simulated support jacking 4, simulated vertical pole 5, simulated cross-bar 6 and simulated connectors 7; the bottom mold of the simulated beam-slab formwork 2 is located below the simulated beam-slab 1 and above the simulated formwork stiffener 3; the side forms of the simulated beam-slab formwork 2 are located on both sides of the simulated beam of the simulated beam-slab 1; the simulated formwork is stiffened The lower part of 3 is supported on the simulated cross bar 6 and the simulated support jack 4; the simulated cross bar 6 intersects the simulated vertical bar 5 perpendicularly, and is connected by a simulated connector 7.
模拟梁板1是由模拟梁和模拟板组成，模拟梁和模拟板成整体结构；模拟板全部设置在模拟梁板模板2的上方，模拟梁除设置在模拟梁板模板2的上方外，两侧面也设置模拟梁板模板2。The simulated beam slab 1 is composed of a simulated beam and a simulated slab, and the simulated beam and the simulated slab form an integral structure; The simulated beam-slab formwork 2 is also set on the side.
模拟梁板模板2设置在模拟梁板1的模拟板的底部、模拟梁的底部及两侧面；模拟梁板模板2的底部及模拟梁侧面的模拟梁板模板2外均设置模拟模板加劲3。The simulated beam slab formwork 2 is arranged at the bottom of the simulated beam slab 1, the bottom and both sides of the simulated beam; the simulated beam slab formwork 2 is provided with simulated template stiffeners 3 at the bottom of the simulated beam slab formwork 2 and the simulated beam slab formwork 2 on the side of the simulated beam.
模拟模板加劲3是沿模拟梁板模板2纵向间隔设置的杆状部件；支撑模拟模板加劲3的是模拟横杆6和模拟立杆5。The simulated formwork stiffener 3 is a rod-shaped component arranged at intervals along the longitudinal direction of the simulated beam-slab formwork 2; the simulated formwork stiffener 3 is supported by simulated horizontal bars 6 and simulated vertical bars 5.
模拟支撑顶托4是位于模拟立杆5顶端的，对支撑模拟模板加劲3的模拟横杆6起支撑和调节作用的部件。The simulated support jack bracket 4 is located at the top of the simulated vertical pole 5, and supports and adjusts the simulated horizontal bar 6 supporting the simulated formwork stiffener 3.
模拟立杆5是垂直设置的杆状部件；模拟立杆5的顶端有螺纹，与模拟支撑顶托4共同作用，可对模拟模板加劲3起调节作用的。The simulation pole 5 is a rod-shaped part arranged vertically; the top of the simulation pole 5 is threaded, and works together with the simulation support jack 4 to regulate the simulation formwork reinforcement 3 .
模拟横杆6是水平设置的杆状部件，与模拟立杆5垂直相交，通过模拟连接件7连接成整体。The simulated horizontal bar 6 is a rod-shaped component arranged horizontally, perpendicularly intersects with the simulated upright bar 5 , and is connected as a whole through the simulated connecting piece 7 .
模拟连接件7是连接模拟立杆5与模拟横杆6的扣件。The simulated connecting piece 7 is a fastener connecting the simulated vertical bar 5 and the simulated cross bar 6 .
建筑梁板支模模型的制作方法是，先将模拟立杆5和模拟横杆6垂直支设到模拟梁板1的模拟梁底的模拟支撑顶托4以下，确定模拟梁的中心线位置、模拟梁底模的标高和模拟梁边模的位置，调整模拟立杆5和模拟横杆6的位置；The method for making the formwork support model of the building beam slab is to first vertically support the simulated vertical bar 5 and the simulated cross bar 6 to below the simulated support jacking 4 at the bottom of the simulated beam of the simulated beam slab 1, determine the position of the center line of the simulated beam, Simulate the elevation of the bottom formwork of the beam and the position of the side formwork of the simulated beam, and adjust the positions of the simulated vertical bar 5 and the simulated cross bar 6;
接着安装模拟模板加劲3和模拟梁板模板2的模拟梁的模板；Then install the formwork of the simulated beam of simulated formwork stiffener 3 and simulated beam-slab formwork 2;
再安装模拟梁板模板2的模拟板的模板下的模拟立杆5和模拟横杆6，在模拟立杆5的顶部安装模拟支撑顶托4和模拟横杆6，调整模拟横杆6的标高，安装模拟梁板模板2的模拟板下部的模拟模板加劲3并连接；Install the simulated vertical bar 5 and the simulated cross bar 6 under the template of the simulated plate of the simulated beam slab template 2, install the simulated support jack 4 and the simulated cross bar 6 on the top of the simulated vertical bar 5, and adjust the elevation of the simulated cross bar 6 , installing and connecting the simulated formwork stiffener 3 at the lower part of the simulated plate of the simulated beam-slab formwork 2;
最后安装模拟梁板模板2的模拟板模板，调整模拟梁板模板2的标高、位置；安装模拟梁板1即可。Finally, install the simulated beam-slab formwork 2, adjust the elevation and position of the simulated beam-slab formwork 2; install the simulated beam-slab 1.
本发明的有益效果是使大学生或农民工通过模型展示教学，对梁板支模的构造有直接的认识，便于理解。The beneficial effect of the invention is to enable college students or migrant workers to have a direct understanding of the structure of the beam-slab supporting formwork through model display and teaching, which is easy to understand.
附图说明Description of drawings
图1建筑梁板支模模型立面示意图。Figure 1. Schematic diagram of the elevation of the beam-slab formwork support model of the building.
图中：1-模拟梁板；2-模拟梁板模板；3-模拟模板加劲；4-模拟支撑顶托；5-模拟立杆；6-模拟横杆；7-模拟连接件。In the figure: 1-simulated beam slab; 2-simulated beam-slab formwork; 3-simulated formwork stiffening; 4-simulated support jacking; 5-simulated vertical pole;
具体实施方式detailed description
实施例Example
某大学自行设计了采用如图1所示的建筑梁板支模模型，由模拟梁板1、模拟梁板模板2、模拟模板加劲3、模拟支撑顶托4、模拟立杆5、模拟横杆6与模拟连接件7组成的；模拟梁板模板2的底模位于模拟梁板1的下方，模拟模板加劲3的上方；模拟梁板模板2的侧模位于模拟梁板1的模拟梁的两侧；模拟模板加劲3的下方支承在模拟横杆6和模拟支撑顶托4上；模拟横杆6与模拟立杆5垂直相交，且通过模拟连接件7连接。A university has designed a beam-slab formwork support model as shown in Figure 1, which consists of simulated beam-slab 1, simulated beam-slab formwork 2, simulated formwork stiffener 3, simulated support jacking 4, simulated vertical pole 5, and simulated horizontal bar 6 and the simulated connector 7; the bottom mold of the simulated beam slab formwork 2 is located under the simulated beam slab 1 and above the simulated formwork stiffener 3; the side formwork of the simulated beam slab formwork 2 is located at the two Side; the lower part of the simulated formwork stiffener 3 is supported on the simulated cross bar 6 and the simulated support jack 4;
模拟梁板1是由模拟梁和模拟板组成，模拟梁和模拟板成整体结构；模拟板全部设置在模拟梁板模板2的上方，模拟梁除设置在模拟梁板模板2的上方外，两侧面也设置模拟梁板模板2。The simulated beam slab 1 is composed of a simulated beam and a simulated slab, and the simulated beam and the simulated slab form an integral structure; The simulated beam-slab formwork 2 is also set on the side.
模拟梁板模板2设置在模拟梁板1的模拟板的底部、模拟梁的底部及两侧面；模拟梁板模板2的底部及模拟梁侧面的模拟梁板模板2外均设置模拟模板加劲3。The simulated beam slab formwork 2 is arranged at the bottom of the simulated beam slab 1, the bottom and both sides of the simulated beam; the simulated beam slab formwork 2 is provided with simulated template stiffeners 3 at the bottom of the simulated beam slab formwork 2 and the simulated beam slab formwork 2 on the side of the simulated beam.
模拟模板加劲3是沿模拟梁板模板2纵向间隔设置的杆状部件；支撑模拟模板加劲3的是模拟横杆6和模拟立杆5。The simulated formwork stiffener 3 is a rod-shaped component arranged at intervals along the longitudinal direction of the simulated beam-slab formwork 2; the simulated formwork stiffener 3 is supported by simulated horizontal bars 6 and simulated vertical bars 5.
模拟支撑顶托4是位于模拟立杆5顶端的，对支撑模拟模板加劲3的模拟横杆6起支撑和调节作用的部件。The simulated support jack bracket 4 is located at the top of the simulated vertical pole 5, and supports and adjusts the simulated horizontal bar 6 supporting the simulated formwork stiffener 3.
模拟立杆5是垂直设置的杆状部件；模拟立杆5的顶端有螺纹，与模拟支撑顶托4共同作用，可对模拟模板加劲3起调节作用的。The simulation pole 5 is a rod-shaped part arranged vertically; the top of the simulation pole 5 is threaded, and works together with the simulation support jack 4 to regulate the simulation formwork reinforcement 3 .
模拟横杆6是水平设置的杆状部件，与模拟立杆5垂直相交，通过模拟连接件7连接成整体。The simulated horizontal bar 6 is a rod-shaped component arranged horizontally, perpendicularly intersects with the simulated upright bar 5 , and is connected as a whole through the simulated connecting piece 7 .
模拟连接件7是连接模拟立杆5与模拟横杆6的扣件。The simulated connecting piece 7 is a fastener connecting the simulated vertical bar 5 and the simulated cross bar 6 .
建筑梁板支模模型的制作方法是，先将模拟立杆5和模拟横杆6垂直支设到模拟梁板1的模拟梁底的模拟支撑顶托4以下，确定模拟梁的中心线位置、模拟梁底模的标高和模拟梁边模的位置，调整模拟立杆5和模拟横杆6的位置；The method for making the formwork support model of the building beam slab is to first vertically support the simulated vertical bar 5 and the simulated cross bar 6 to below the simulated support jacking 4 at the bottom of the simulated beam of the simulated beam slab 1, determine the position of the center line of the simulated beam, Simulate the elevation of the bottom formwork of the beam and the position of the side formwork of the simulated beam, and adjust the positions of the simulated vertical bar 5 and the simulated cross bar 6;
接着安装模拟模板加劲3和模拟梁板模板2的模拟梁的模板；Then install the formwork of the simulated beam of simulated formwork stiffener 3 and simulated beam-slab formwork 2;
再安装模拟梁板模板2的模拟板的模板下的模拟立杆5和模拟横杆6，在模拟立杆5的顶部安装模拟支撑顶托4和模拟横杆6，调整模拟横杆6的标高，安装模拟梁板模板2的模拟板下部的模拟模板加劲3并连接；Install the simulated vertical bar 5 and the simulated cross bar 6 under the template of the simulated plate of the simulated beam slab template 2, install the simulated support jack 4 and the simulated cross bar 6 on the top of the simulated vertical bar 5, and adjust the elevation of the simulated cross bar 6 , installing and connecting the simulated formwork stiffener 3 at the lower part of the simulated plate of the simulated beam-slab formwork 2;
最后安装模拟梁板模板2的模拟板模板，调整模拟梁板模板2的标高、位置；安装模拟梁板1即可。Finally, install the simulated beam-slab formwork 2, adjust the elevation and position of the simulated beam-slab formwork 2; install the simulated beam-slab 1.
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| KR20070092576A (en) * | 2006-07-18 | 2007-09-13 | (주)대성공업 | Beam system support of building |
| CN1959034A (en) * | 2006-09-06 | 2007-05-09 | 北京市城建五建设工程有限公司 | Adjustable quick dismountable steel support of roof plate template |
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Application publication date: 20161207 |
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