CN106097876A - Board-like concrete stair structure model and manufacture method - Google Patents

Board-like concrete stair structure model and manufacture method Download PDF

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CN106097876A
CN106097876A CN201610639752.1A CN201610639752A CN106097876A CN 106097876 A CN106097876 A CN 106097876A CN 201610639752 A CN201610639752 A CN 201610639752A CN 106097876 A CN106097876 A CN 106097876A
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stair
plate
landing
reinforcing bar
shell
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宋功业
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Jiangsu Jianzhu Institute
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    • G09B25/00Models for purposes not provided for in G09B23/00, e.g. full-sized devices for demonstration purposes
    • G09B25/04Models for purposes not provided for in G09B23/00, e.g. full-sized devices for demonstration purposes of buildings

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Abstract

板式混凝土楼梯结构模型及制作方法是通过模型展示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;板式混凝土楼梯结构模型由楼梯板、楼梯踏步、楼梯梁、楼梯平台、楼层板、墙体与标识牌组成的;楼梯板钢筋和楼梯踏步钢筋安装在楼梯板的上部,两端分别与楼梯梁钢筋、楼梯平台钢筋和楼层板的钢筋连接;楼梯板钢筋和楼梯踏步钢筋相交处绑扎连接;楼梯踏步外壳安装在楼梯踏步钢筋上部;楼梯平台与墙体三面固结;标识牌分别安装在楼梯板、楼梯踏步、楼梯梁外壳、楼梯平台、楼层板、墙体上。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,对板式混凝土楼梯结构模型及制作方法有直接的认识,便于理解。

The structural model of the slab concrete staircase and its manufacturing method are designed to assist teaching through model display and to train migrant workers in construction enterprises, and belong to the field of vocational education facilities; the structural model of the slab concrete staircase consists of stair slabs, stair steps, stair beams, It is composed of platform, floor board, wall and signboard; the stair board reinforcement and stair step reinforcement are installed on the upper part of the stair board, and the two ends are respectively connected with the stair beam reinforcement, stair platform reinforcement and floor board reinforcement; the stair board reinforcement and the stairs Binding connection at the intersection of the tread reinforcement; the stair tread shell is installed on the upper part of the stair tread reinforcement; the stair platform and the wall are consolidated on three sides; the identification plates are respectively installed on the stair board, stair tread, stair beam shell, stair platform, floor board, and wall . The beneficial effect of the invention is to enable college students or migrant workers to have a direct understanding of the slab concrete staircase structure model and its manufacturing method through model display and teaching, which is easy to understand.

Description

板式混凝土楼梯结构模型及制作方法Slab Concrete Staircase Structural Model and Manufacturing Method

技术领域technical field

本发明是板式混凝土楼梯结构模型及制作方法,是通过模型展示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 slab concrete staircase structure model and a manufacturing method, which are designed for assisting teaching through model display and training for migrant workers in construction enterprises, and belong to the field of vocational education facilities.

背景技术Background technique

楼梯是建筑物上下层之间的重要连接通道,对于没有电梯的多层建筑,上下层之间的联系只有楼梯,对于有电梯的高层建筑来说,楼梯也是必不可少的;板式混凝土楼梯结构在全部建筑物中占有举足轻重的位置,是应用普遍的典型的楼梯形式;板式混凝土楼梯结构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,由于没有实际工程的体验,对板式混凝土楼梯结构认识还不足,要想让他们理解并掌握板式混凝土楼梯结构的结构与构造还真不容易;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混凝土结构组成的培训,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混凝土结构施工的培训要求。Stairs are an important connection channel between the upper and lower floors of a building. For multi-storey buildings without elevators, the connection between the upper and lower floors is only stairs. For high-rise buildings with elevators, stairs are also essential; slab concrete staircase structure Occupying a pivotal position in all buildings, it is a typical staircase form commonly used; for college students who have no practical experience and migrant workers who have not yet entered the working state, the slab concrete staircase structure has no actual engineering experience. The understanding of the slab concrete staircase structure is not enough. It is not easy for them to understand and master the structure and structure of the slab concrete staircase structure; the university teaching of construction engineering in China has always used the teaching method of lectures. Although secondary vocational education has made some breakthroughs in teaching, using multimedia and other information-based teaching methods, and setting up some teaching situations, it has not fundamentally got rid of the teaching mode that is mainly based on lectures; in order to make education keep up with the pace of China's economic development, the state It is decided to transform a number of applied technology universities. The teachers and facilities of these universities are set up according to the elite training mode. It is very difficult to get close to construction teaching; In recent years, the country has strengthened the training requirements for migrant workers, and strengthened the inspection and assessment of construction companies, but it is difficult for construction companies to organize training on the concrete structure of migrant workers. Universities of applied technology, vocational colleges, middle schools The current facilities of the vocational school cannot meet the training requirements of concrete structure construction for migrant workers engaged in the construction industry.

本发明提供的板式混凝土楼梯结构模型可以解决这些问题。The slab concrete staircase structure 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、图2所示的板式混凝土楼梯结构模型,板式混凝土楼梯结构模型,其特征是,由楼梯板1、楼梯板钢筋2、楼梯踏步3、楼梯梁外壳5、楼梯梁钢筋6、楼梯平台7、楼梯平台钢筋8、楼层板9、墙体10与标识牌11组成的;楼梯斜向设置,以楼梯平台为界,分上段与下段;上段与下段楼梯的各部分外壳、配筋均相同,但两端连接的部件不同;上段顶部与楼层板9固结,上段底部与楼梯平台7固结;下段顶部与楼梯平台7固结,上段底部与楼层板9固结;楼梯板钢筋2安装在楼梯板1的上部,两端分别与楼梯梁钢筋6、楼梯平台钢筋8和楼层板9的钢筋连接;楼梯板钢筋2相交处绑扎连接;楼梯踏步3安装在楼梯板钢筋2上部;楼梯平台7与墙体10三面固结;标识牌11分别安装在楼梯板1、楼梯踏步3、楼梯梁外壳5、楼梯平台7、楼层板9、墙体10上。Adopt the slab concrete staircase structure model shown in Fig. 1, Fig. 2, the slab concrete staircase structure model is characterized in that, by stair slab 1, stair slab steel bar 2, stair step 3, stair beam shell 5, stair beam steel bar 6, The stair platform 7, the stair platform steel bar 8, the floor plate 9, the wall 10 and the identification plate 11; the stairs are arranged obliquely, with the stair platform as the boundary, divided into the upper section and the lower section; the outer casing and reinforcement of each part of the upper section and the lower section of the staircase They are all the same, but the parts connected at both ends are different; the top of the upper section is consolidated with the floor slab 9, the bottom of the upper section is consolidated with the landing 7; the top of the lower section is consolidated with the landing 7, and the bottom of the upper section is consolidated with the floor slab 9; the reinforcement of the stair slab 2 is installed on the upper part of the stair slab 1, and the two ends are respectively connected with the steel bars of the stair beam steel bar 6, the stair platform steel bar 8 and the floor slab 9; the intersection of the stair slab steel bars 2 is bound and connected; the stair tread 3 is installed on the upper part of the stair slab steel bar 2; The stair platform 7 is consolidated on three sides of the wall 10; the identification board 11 is installed on the stair plate 1, the stair treads 3, the stair beam shell 5, the stair platform 7, the floor plate 9, and the wall 10 respectively.

楼梯板1是楼梯板钢筋2下部的部分,优先推荐采用30-40毫米的木板制成;楼梯板1的两端分别通过楼梯梁外壳5与楼层板9和楼梯平台7固结;楼梯板1的两端分别通过楼梯梁外壳5、楼梯梁钢筋6与楼层板9和楼梯平台7、楼梯平台钢筋8连接;The stair plate 1 is the lower part of the stair plate reinforcement bar 2, and it is recommended to use 30-40mm wooden boards as the priority; The two ends of each are respectively connected to the floor plate 9, the stair platform 7, and the stair platform reinforcement 8 through the stair beam shell 5, the stair beam reinforcement 6;

楼梯板钢筋2包括梯板下部纵筋、梯板下部分布筋、梯板支座上部纵筋、梯板支座上部分布筋,优先推荐采用8号铁丝作为梯板下部纵筋、梯板下部分布筋、梯板支座上部纵筋、梯板支座上部分布筋;梯板下部纵筋是沿梯板斜向长度设置的纵筋,与楼梯板1等长,两端深入楼梯平台钢筋8中;梯板下部分布筋是设置在梯板下部纵筋上部并与梯板下部纵筋扎结的横向钢筋;梯板下部分布筋的长度比楼梯板1的宽度短30mm;梯板支座上部纵筋与梯板支座上部分布筋是位于楼梯板1两端1/4处的上部的钢筋,与梯板下部纵筋的间隙为楼梯板厚度;梯板支座上部纵筋两端带弯钩,深入锚固到楼梯梁钢筋6中的长度不少于5倍的钢筋直径;梯板支座上部分布筋位于梯板支座上部纵筋的下方,与梯板支座上部纵筋扎结;Reinforcement 2 for the stair slab includes the longitudinal reinforcement at the lower part of the stair slab, the distribution reinforcement at the lower part of the stair slab, the upper longitudinal reinforcement at the support of the stair slab, and the distribution reinforcement at the upper part of the stair slab support. Ribs, longitudinal ribs on the upper part of the stair plate support, distributed ribs on the upper part of the stair plate support; the longitudinal ribs on the lower part of the stair plate are longitudinal ribs arranged along the oblique length of the stair plate, equal to the length of the stair plate 1, and both ends go deep into the reinforcing bar 8 of the stair platform ; The distribution reinforcement at the lower part of the stair slab is a transverse steel bar arranged on the upper part of the longitudinal reinforcement at the lower part of the stair slab and tied with the longitudinal reinforcement at the lower part of the stair slab; the length of the distribution reinforcement at the lower part of the stair slab is 30mm shorter than the width of the stair slab 1; The ribs and the upper part of the ladder support are the upper steel bars located at 1/4 of the two ends of the stair plate 1, and the gap with the lower longitudinal ribs of the stair plate is the thickness of the stair plate; the two ends of the upper longitudinal ribs of the stair plate support have hooks , deeply anchored to the stair beam reinforcement 6, the length of which is not less than 5 times the diameter of the steel bar; the distribution reinforcement on the upper part of the stair support is located below the upper longitudinal reinforcement of the stair support, and is tied with the upper longitudinal reinforcement of the stair support;

楼梯板1与楼梯板钢筋2之间通过隔块连接,隔块用边长20-30毫米厚度5毫米的木块制成,间距不大于200毫米设置,隔块与钢筋之间采用22号铁丝绑扎,搁置在楼梯板1的上表面。The stair board 1 and the stair board steel bar 2 are connected by a spacer. The spacer is made of wood blocks with a side length of 20-30 mm and a thickness of 5 mm. The spacing is not greater than 200 mm. No. 22 iron wire is used between the spacer and the reinforcement Lashing, resting on the upper surface of the stair tread 1.

楼梯踏步3是由踏步横板、踏步竖板与踏步端板组成的,优先推荐采用1-2毫米的有机玻璃板制作;楼梯踏步3横板的宽度为80-100毫米,竖板的高度为45-55毫米;楼梯踏步3位于楼梯板钢筋2的上方,透过有机玻璃板制作的楼梯踏步3可以直观地观察楼梯板钢筋2的分布情况;踏步横板、踏步竖板与踏步端板相互垂直相交且固结;为便于楼梯板钢筋2的安装与调整,楼梯踏步3与楼梯板1设置为扣接连接。Stair step 3 is composed of step horizontal plate, step vertical plate and step end plate. It is recommended to use 1-2 mm plexiglass plate to make it; the width of stair step 3 horizontal plate is 80-100 mm, and the height of vertical plate is 45-55mm; the stair step 3 is located above the stair plate steel bar 2, and the distribution of the stair plate steel bar 2 can be visually observed through the stair step 3 made of plexiglass plate; Vertically intersecting and consolidated; in order to facilitate the installation and adjustment of the stair plate steel bar 2, the stair tread 3 and the stair plate 1 are set as buckled connections.

楼梯梁外壳5位于楼梯板1的两端且固结,优先推荐采用3-4毫米厚的有机玻璃板制作;楼梯梁外壳5包括楼梯梁内壳板、楼梯梁外壳板和楼梯梁底板、楼梯梁端板;楼梯梁内壳板、楼梯梁外壳板的高度为70-80毫米,楼梯梁外壳板的高度为70-80毫米;楼梯梁内壳板、楼梯梁外壳板相互平行,且与楼梯梁底板、楼梯梁端板垂直;楼梯梁内壳板位于楼梯板1一侧,楼梯梁外壳板位于楼梯平台7或楼层板9一侧;楼梯梁端板位于楼梯梁内壳板、楼梯梁外壳板和楼梯梁底板的两端部;楼梯梁内壳板、楼梯梁外壳板和楼梯梁底板、楼梯梁端板位于楼梯梁钢筋6的外围;The stair beam shell 5 is located at the two ends of the stair slab 1 and is consolidated. It is recommended to use 3-4 mm thick plexiglass to make it; the stair beam shell 5 includes the stair beam inner shell plate, the stair beam shell plate, the stair beam bottom plate, the Beam end plate; the height of the stair beam inner shell plate and the stair beam outer shell plate is 70-80 mm, and the height of the stair beam outer shell plate is 70-80 mm; the stair beam inner shell plate and the stair beam outer shell plate are parallel to each other and are The beam bottom plate and the end plate of the stair beam are vertical; the inner shell plate of the stair beam is located on the side of the stair slab 1, and the outer shell plate of the stair beam is located on the side of the stair platform 7 or floor plate 9; the end plate of the stair beam is located on the inner shell plate of the stair beam, and the outer shell of the stair beam The two ends of the slab and the stair beam bottom plate; the stair beam inner shell plate, the stair beam outer shell plate, the stair beam bottom plate, and the stair beam end plate are located at the periphery of the stair beam steel bar 6;

楼梯梁钢筋6位于楼梯板钢筋2的两端,一侧与梯板支座上部纵筋深入其中并扎结,另一侧与楼梯平台钢筋8或楼层板9的钢筋连接;楼梯梁钢筋6与楼梯梁外壳5之间通过隔块相连;The stair beam reinforcement 6 is located at both ends of the stair slab reinforcement 2, one side is deeply connected with the upper longitudinal reinforcement of the stair slab support and tied, and the other side is connected with the stair platform reinforcement 8 or the floor slab 9 reinforcement; the stair beam reinforcement 6 is connected with the The stair beam shells 5 are connected by spacers;

楼梯梁钢筋6包括楼梯梁受力筋、楼梯梁架立筋、楼梯梁箍筋,优先推荐采用8号铁丝作楼梯梁受力筋、楼梯梁架立筋,用16号铁丝作楼梯梁箍筋;楼梯梁受力筋和楼梯梁架立筋相互平行,位于楼梯梁箍筋的四角;楼梯梁箍筋在楼梯梁钢筋6两端处加密。Stair beam reinforcement 6 includes stair beam stress tendons, stair beam frame vertical bars, and stair beam stirrups. It is recommended to use No. 8 iron wire as stair beam stress bars, stair beam frame vertical bars, and 16 No. iron wire as stair beam stirrups; stair beam stress bars The vertical bars of the stair beam frame are parallel to each other and are located at the four corners of the stair beam stirrups; the stair beam stirrups are densified at both ends of the stair beam steel bars 6 .

楼梯平台7是通过楼梯梁与上段楼梯的下端和下段楼梯的上端连接的中间部件;楼梯平台7包括楼梯平台上板、楼梯平台底板、楼梯平台侧板;优先推荐采用2毫米厚的有机玻璃板作楼梯平台上板,用20毫米厚的木板作楼梯平台底板和楼梯平台侧板;楼梯平台上板和楼梯平台底板平行,中间安装着楼梯平台钢筋8;楼梯平台钢筋8包括上层钢筋网片和下层钢筋网片,用16号铁丝间隔50-75扎结钢筋网片,上层钢筋网片和下层钢筋网片之间间距25-30毫米,与楼梯平台钢筋8间用隔块相连,隔块采用边长20-30毫米厚度5毫米的木块制作,隔块之间的间距不大于200毫米;楼梯平台钢筋8的一侧通过楼梯梁钢筋6与楼梯板钢筋2连接,另一侧深入墙体10中。The stair landing 7 is an intermediate part connected to the lower end of the upper stair and the upper end of the lower stair through the stair beam; the stair landing 7 includes the upper board of the stair landing, the bottom board of the stair landing, and the side board of the stair landing; the use of plexiglass plates with a thickness of 2 mm is preferred As the upper board of the stair platform, use 20 mm thick wooden boards as the bottom board of the stair platform and the side board of the stair platform; the upper board of the stair platform is parallel to the bottom board of the stair platform, and the stair platform reinforcement bar 8 is installed in the middle; the stair platform reinforcement bar 8 includes the upper layer of steel mesh and For the lower layer of steel mesh, tie the steel mesh with No. 16 iron wire at an interval of 50-75, and the distance between the upper layer of steel mesh and the lower layer of steel mesh is 25-30 mm. Made of wooden blocks with a side length of 20-30 mm and a thickness of 5 mm, the distance between the spacers is not more than 200 mm; one side of the stair platform reinforcement bar 8 is connected with the stair beam reinforcement bar 2 through the stair beam reinforcement bar 6, and the other side goes deep into the wall 10 in.

楼层板9是建筑物每层的楼面板,通过楼梯梁与楼梯板1连接。The floor board 9 is the floor board of every floor of the building, and is connected with the stair board 1 by the stair beam.

墙体10是建筑物的墙体,三面墙体10围成楼梯间,楼梯平台7三面与墙体10连接。Body of wall 10 is the body of wall of building, and body of wall 10 encircles stairwell on three sides, and body of wall 10 is connected on three sides of stair platform 7 .

标识牌11是对板式混凝土楼梯结构模型各相关部件进行标识的牌状部件;标识牌11由标牌、指向杆及连接件组成;标牌上标明组成混凝土柱模型的部件的名称、规格、型号、作用以及相关的内容,标牌的一角与指向杆固结;指向杆是连接标牌与板式混凝土楼梯结构模型的部件,处于斜向状态,一端与标牌的一角固结,另一端与板式混凝土楼梯结构模型的部件固结。The identification plate 11 is a plate-shaped component that identifies the relevant components of the slab concrete staircase structure model; the identification plate 11 is composed of a sign, a pointing rod and connectors; the name, specification, model, and function of the components that make up the concrete column model are marked on the sign And related content, one corner of the sign is consolidated with the pointing rod; the pointing rod is a part connecting the sign and the slab concrete staircase structure model, and it is in an oblique state. Parts are consolidated.

板式混凝土楼梯结构模型的制作方法是,依次先制作安装板式混凝土楼梯结构模型的外围部件,然后安装楼梯平台7底板与楼梯梁外壳5,接着架设楼梯板1,再安装楼梯梁钢筋6、楼梯平台钢筋8、楼梯板钢筋2,在安装楼梯平台7面板、楼梯踏步3,最后安装标识牌11;The manufacturing method of the slab concrete staircase structure model is to make and install the peripheral components of the slab concrete staircase structure model in sequence, then install the stair platform 7 bottom plate and the stair beam shell 5, then erect the stair slab 1, then install the stair beam reinforcement 6, the stair platform Steel bar 8, stair slab steel bar 2, install the stair platform 7 panel, stair step 3, and finally install the identification plate 11;

板式混凝土楼梯结构模型的外围部件包括墙体10与楼层板9,制作的依据是设计图纸,将设计要求的楼梯间的开间、进深用按比例缩小的方式,用墙体10的材料围成;将楼层的层高,按照比例,用楼层板9的材料进行空间分隔,预留出安装板式混凝土楼梯结构模型的位置;The peripheral components of the slab concrete staircase structure model include body of wall 10 and floor plate 9, and the basis of making is the design drawing, and the bay of the stairwell required by the design, the depth are encircled with the material of body of wall 10 in the mode of reducing in proportion; According to the proportion, the floor height of the floor is separated by the material of the floor plate 9, and the position for installing the structural model of the slab concrete staircase is reserved;

在板式混凝土楼梯结构模型中楼梯平台7的位置安装楼梯平台7的底板,将楼梯平台7的底板的一侧与墙体10固结;在楼梯平台7的底板与墙体10对应的另一侧,安装楼梯梁外壳5;楼梯梁外壳5的外侧板的上口与楼梯平台7的底板的上表面并齐且垂直相交;同样的方法安装上下两层楼层板9处的楼梯梁外壳5,安装的方法与楼梯平台7附近的楼梯梁外壳5的方法相同,只是要求注意将楼梯梁外壳5的外侧板分别与两层楼层板9相连接,预留楼梯梁外壳5的内侧板与楼梯板1连接;Install the base plate of the stair platform 7 at the position of the stair platform 7 in the slab concrete staircase structure model, and consolidate one side of the base plate of the stair platform 7 with the body of wall 10; the other side corresponding to the base plate of the stair platform 7 and the wall 10 Install the stair beam shell 5; the upper opening of the outer plate of the stair beam shell 5 is aligned with the upper surface of the bottom plate of the stair platform 7 and intersects vertically; the stair beam shell 5 at the upper and lower floor boards 9 places is installed in the same way, and the installation The method is the same as that of the stair beam shell 5 near the stair landing 7, except that attention is required to connect the outer boards of the stair beam shell 5 with the two floor boards 9 respectively, and the inner board of the stair beam shell 5 and the stair plate 1 are reserved. connect;

安装好楼梯梁外壳5的外侧板、底板、内侧板后架设楼梯板1;楼梯板1包括楼梯底板与楼梯侧板;楼梯板1斜向设置;楼梯板1的下段板的底板下边的上表面与楼层板9的楼梯梁外壳5的内侧板顶面平齐且连接;楼梯板1的下段板的底板上边的上表面与楼梯平台7附近的楼梯梁外壳5的内侧板顶面平齐且连接;楼梯板1的上段板的底板下边的上表面与楼梯平台7附近的楼梯梁外壳5的内侧板顶面平齐且连接;楼梯板1的上段板的底板上边的上表面与楼层板9的楼梯梁外壳5的内侧板顶面平齐且连接;After installing the outer plate, base plate and inner plate of the stair beam shell 5, the stair plate 1 is erected; the stair plate 1 includes the stair base plate and the stair side plate; the stair plate 1 is arranged obliquely; It is flush and connected with the inner plate top surface of the stair beam shell 5 of the floor plate 9; the upper surface of the bottom plate top of the lower section plate of the stair plate 1 is flush with and connected with the inner plate top surface of the stair beam shell 5 near the landing 7 The upper surface of the lower edge of the bottom plate of the upper section of the stair plate 1 is flush and connected with the inner plate top surface of the stair beam shell 5 near the stair platform 7; The top surface of the inner plate of the stair beam shell 5 is flush and connected;

检查楼梯板1安装合格后在安装楼梯平台钢筋8,将楼梯平台钢筋8的受力筋、架立筋、箍筋组装好后在楼梯平台钢筋8的下部与两侧安装隔块后,整体放在楼梯梁外壳5中,检查合格后,安装楼梯板钢筋2;After checking that the stair slab 1 is installed qualified, install the stair platform reinforcement bar 8, assemble the stress bars, erecting bars, and stirrups of the stair platform reinforcement bar 8, install spacers on the lower part and both sides of the stair platform reinforcement bar 8, and place the whole In the stair beam shell 5, install the stair slab reinforcing bar 2 after the inspection is qualified;

全部钢筋安装好后,安装安装楼梯平台7面板、楼梯踏步3,使楼梯平台7面板与楼梯平台7的侧板扣接,楼梯踏步3与楼梯板1的侧板扣接;After all the steel bars are installed, install the stair landing 7 panel and the stair step 3, so that the stair platform 7 panel is buckled with the side plate of the stair landing 7, and the stair step 3 is buckled with the side plate of the stair plate 1;

全部部件安装合格后,安装标识牌11,使标识牌11的指向杆与板式混凝土楼梯结构模型的各部位连接。After all parts are installed qualified, install signboard 11, make the pointing bar of signboard 11 be connected with each position of slab concrete staircase structure model.

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,对板式混凝土楼梯结构的结构有直接的认识,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 slab concrete staircase structure through model display and teaching, which is easy to understand.

附图说明Description of drawings

图1 板式混凝土楼梯结构模型侧视示意图。Fig. 1 Schematic diagram of the side view of the slab concrete staircase structure model.

图2 板式混凝土楼梯结构模型俯视示意图。Fig. 2 Schematic diagram of top view of slab concrete staircase structure model.

图中:1-楼梯板;2-楼梯板钢筋;3-楼梯踏步外壳;5-楼梯梁外壳;6-楼梯梁钢筋;7-楼梯平台;8-楼梯平台钢筋;9-楼层板; 10-墙体;11-标识牌。In the figure: 1- stair board; 2- stair board reinforcement; 3-stair tread shell; 5-stair beam shell; 6-stair beam reinforcement; 7-stair platform; 8-stair platform reinforcement; 9-floor board; Body of wall; 11-identification plate.

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、图2所示的板式混凝土楼梯结构模型,板式混凝土楼梯结构模型,其特征是,由楼梯板1、楼梯板钢筋2、楼梯踏步3、楼梯梁外壳5、楼梯梁钢筋6、楼梯平台7、楼梯平台钢筋8、楼层板9、墙体10与标识牌11组成的;楼梯斜向设置,以楼梯平台为界,分上段与下段;上段与下段楼梯的各部分外壳、配筋均相同,但两端连接的部件不同;上段顶部与楼层板9固结,上段底部与楼梯平台7固结;下段顶部与楼梯平台7固结,上段底部与楼层板9固结;楼梯板钢筋2安装在楼梯板1的上部,两端分别与楼梯梁钢筋6、楼梯平台钢筋8和楼层板9的钢筋连接;楼梯板钢筋2相交处绑扎连接;楼梯踏步3安装在楼梯板钢筋2上部;楼梯平台7与墙体10三面固结;标识牌11分别安装在楼梯板1、楼梯踏步3、楼梯梁外壳5、楼梯平台7、楼层板9、墙体10上。A university has designed a slab concrete staircase structure model as shown in Figure 1 and Figure 2. The slab concrete staircase structure model is characterized in that it consists of a stair slab 1, a stair slab steel bar 2, a stair tread 3, a stair beam shell 5, The stair beam steel bar 6, the stair platform 7, the stair platform steel bar 8, the floor plate 9, the wall body 10 and the identification plate 11 are composed; Part of the shell and reinforcement are the same, but the parts connected at both ends are different; the top of the upper section is consolidated with the floor plate 9, and the bottom of the upper section is consolidated with the landing 7; the top of the lower section is consolidated with the landing 7, and the bottom of the upper section is consolidated with the floor slab 9 knot; the stair plate reinforcement 2 is installed on the top of the stair plate 1, and the two ends are respectively connected with the steel bars of the stair beam reinforcement 6, the stair platform reinforcement 8 and the floor plate 9; The upper part of the plate reinforcement 2; the stair platform 7 is consolidated on three sides of the wall 10;

楼梯板1是楼梯板钢筋2下部的部分,采用30毫米的木板制成;楼梯板1的两端分别通过楼梯梁外壳5与楼层板9和楼梯平台7固结;楼梯板1的两端分别通过楼梯梁外壳5、楼梯梁钢筋6与楼层板9和楼梯平台7、楼梯平台钢筋8连接;The stair plate 1 is the lower part of the stair plate reinforcing bar 2, and is made of a 30 mm plank; the two ends of the stair plate 1 are respectively consolidated with the floor plate 9 and the stair platform 7 through the stair beam shell 5; the two ends of the stair plate 1 are respectively Connect the floor plate 9, the stair platform 7, and the stair platform reinforcement 8 through the stair beam shell 5 and the stair beam reinforcement 6;

楼梯板钢筋2包括梯板下部纵筋、梯板下部分布筋、梯板支座上部纵筋、梯板支座上部分布筋,采用8号铁丝作为梯板下部纵筋、梯板下部分布筋、梯板支座上部纵筋、梯板支座上部分布筋;梯板下部纵筋是沿梯板斜向长度设置的纵筋,与楼梯板1等长,两端深入楼梯平台钢筋8中;梯板下部分布筋是设置在梯板下部纵筋上部并与梯板下部纵筋扎结的横向钢筋;梯板下部分布筋的长度比楼梯板1的宽度短30mm;梯板支座上部纵筋与梯板支座上部分布筋是位于楼梯板1两端1/4处的上部的钢筋,与梯板下部纵筋的间隙为楼梯板厚度;梯板支座上部纵筋两端带弯钩,深入锚固到楼梯梁钢筋6中的长度不少于5倍的钢筋直径;梯板支座上部分布筋位于梯板支座上部纵筋的下方,与梯板支座上部纵筋扎结;Stair slab reinforcement 2 includes the longitudinal reinforcement at the lower part of the stair tread, the distributed reinforcement at the lower part of the stair tread, the upper longitudinal reinforcement of the stair tread support, and the upper distribution reinforcement of the stair tread support. No. 8 iron wire is used as the lower longitudinal reinforcement of the stair tread, the distribution reinforcement at the lower part of the stair tread, The upper longitudinal reinforcement of the stair tread support and the distribution reinforcement at the upper portion of the stair tread support; the lower longitudinal reinforcement of the stair tread is a longitudinal reinforcement arranged along the oblique length of the stair tread, which is equal to the stair tread 1, and both ends go deep into the reinforcement bar 8 of the stair platform; The distribution reinforcement at the lower part of the slab is a transverse reinforcement arranged on the upper part of the longitudinal reinforcement at the lower part of the stair slab and tied with the longitudinal reinforcement at the lower part of the stair slab; the length of the distribution reinforcement at the lower part of the stair slab is 30mm shorter than the width of the stair slab 1; The distribution bars on the upper part of the stair plate support are the upper steel bars located at 1/4 of both ends of the stair plate 1, and the gap between them and the lower longitudinal bar of the stair plate is the thickness of the stair plate; there are hooks at both ends of the upper longitudinal bar of the stair plate support, The length anchored to the steel bar 6 of the stair beam is not less than 5 times the diameter of the steel bar; the distribution bars on the upper part of the ladder support are located below the upper longitudinal bars of the step support, and are tied with the upper longitudinal bars of the step support;

楼梯板1与楼梯板钢筋2之间通过隔块连接,隔块用边长20毫米厚度5毫米的木块制成,间距不大于200毫米设置,隔块与钢筋之间采用22号铁丝绑扎,搁置在楼梯板1的上表面。The stair slab 1 and the stair slab steel bar 2 are connected by spacers. The spacers are made of wooden blocks with a side length of 20 mm and a thickness of 5 mm. Rest on the upper surface of the stair tread 1.

楼梯踏步3是由踏步横板、踏步竖板与踏步端板组成的,采用2毫米的有机玻璃板制作;楼梯踏步3横板的宽度为80毫米,竖板的高度为45毫米;楼梯踏步3位于楼梯板钢筋2的上方,透过有机玻璃板制作的楼梯踏步3可以直观地观察楼梯板钢筋2的分布情况;踏步横板、踏步竖板与踏步端板相互垂直相交且固结;为便于楼梯板钢筋2的安装与调整,楼梯踏步3与楼梯板1设置为扣接连接。The stair step 3 is composed of a step horizontal plate, a step vertical plate and a step end plate, and is made of a 2 mm plexiglass plate; the width of the stair step 3 horizontal plate is 80 mm, and the height of the vertical plate is 45 mm; the stair step 3 Located above the stair plate reinforcement 2, the distribution of the stair plate reinforcement 2 can be visually observed through the stair step 3 made of plexiglass plate; For the installation and adjustment of the stair plate steel bar 2, the stair tread 3 and the stair plate 1 are set to be buckled and connected.

楼梯梁外壳5位于楼梯板1的两端且固结,采用3毫米厚的有机玻璃板制作;楼梯梁外壳5包括楼梯梁内壳板、楼梯梁外壳板和楼梯梁底板、楼梯梁端板;楼梯梁内壳板、楼梯梁外壳板的高度为80毫米,楼梯梁外壳板的高度为80毫米;楼梯梁内壳板、楼梯梁外壳板相互平行,且与楼梯梁底板、楼梯梁端板垂直;楼梯梁内壳板位于楼梯板1一侧,楼梯梁外壳板位于楼梯平台7或楼层板9一侧;楼梯梁端板位于楼梯梁内壳板、楼梯梁外壳板和楼梯梁底板的两端部;楼梯梁内壳板、楼梯梁外壳板和楼梯梁底板、楼梯梁端板位于楼梯梁钢筋6的外围;Stair beam shell 5 is positioned at the two ends of stair slab 1 and is consolidated, adopts 3 millimeters thick plexiglass plate to make; Stair beam shell 5 comprises stair beam inner shell plate, stair beam shell plate and stair beam base plate, stair beam end plate; The height of the inner shell plate of the stair beam and the outer shell plate of the stair beam is 80 mm, and the height of the outer shell plate of the stair beam is 80 mm; the inner shell plate of the stair beam and the outer shell plate of the stair beam are parallel to each other and perpendicular to the bottom plate of the stair beam and the end plate of the stair beam The inner shell plate of the stair beam is located on the side of the stair slab 1, and the outer shell plate of the stair beam is located on the side of the stair platform 7 or the floor plate 9; part; the inner shell plate of the stair beam, the outer shell plate of the stair beam, the bottom plate of the stair beam, and the end plate of the stair beam are located at the periphery of the steel bar 6 of the stair beam;

楼梯梁钢筋6位于楼梯板钢筋2的两端,一侧与梯板支座上部纵筋深入其中并扎结,另一侧与楼梯平台钢筋8或楼层板9的钢筋连接;楼梯梁钢筋6与楼梯梁外壳5之间通过隔块相连;The stair beam reinforcement 6 is located at both ends of the stair slab reinforcement 2, one side is deeply connected with the upper longitudinal reinforcement of the stair slab support and tied, and the other side is connected with the stair platform reinforcement 8 or the floor slab 9 reinforcement; the stair beam reinforcement 6 is connected with the The stair beam shells 5 are connected by spacers;

楼梯梁钢筋6包括楼梯梁受力筋、楼梯梁架立筋、楼梯梁箍筋,采用8号铁丝作楼梯梁受力筋、楼梯梁架立筋,用16号铁丝作楼梯梁箍筋;楼梯梁受力筋和楼梯梁架立筋相互平行,位于楼梯梁箍筋的四角;楼梯梁箍筋在楼梯梁钢筋6两端处加密。Stair beam reinforcing bar 6 comprises stair beam stress tendon, stair beam frame vertical bar, stair beam stirrup, adopts No. 8 iron wire to make stair beam stress bar, stair beam frame vertical bar, uses No. 16 iron wire to make stair beam stirrup; Stair beam stress bar and stair beam The vertical bars of the beam frame are parallel to each other and are located at the four corners of the stirrup bars of the stair beam;

楼梯平台7是通过楼梯梁与上段楼梯的下端和下段楼梯的上端连接的中间部件;楼梯平台7包括楼梯平台上板、楼梯平台底板、楼梯平台侧板;采用2毫米厚的有机玻璃板作楼梯平台上板,用20毫米厚的木板作楼梯平台底板和楼梯平台侧板;楼梯平台上板和楼梯平台底板平行,中间安装着楼梯平台钢筋8;楼梯平台钢筋8包括上层钢筋网片和下层钢筋网片,用16号铁丝间隔50-75扎结钢筋网片,上层钢筋网片和下层钢筋网片之间间距25毫米,与楼梯平台钢筋8间用隔块相连,隔块采用边长20毫米厚度5毫米的木块制作,隔块之间的间距不大于200毫米;楼梯平台钢筋8的一侧通过楼梯梁钢筋6与楼梯板钢筋2连接,另一侧深入墙体10中。The stair landing 7 is an intermediate component connected to the lower end of the upper stair and the upper end of the lower stair by the stair beam; the stair landing 7 includes the upper board of the stair landing, the bottom board of the stair landing, and the side board of the stair landing; a 2 mm thick plexiglass plate is used as the stair For the upper plate of the platform, use 20 mm thick wooden boards as the bottom plate of the stair platform and the side plate of the stair platform; the upper plate of the stair platform is parallel to the bottom plate of the stair platform, and the reinforcement bar 8 of the stair platform is installed in the middle; the reinforcement bar 8 of the stair platform includes the upper steel mesh and the lower steel bar For the mesh, use No. 16 iron wire to tie the steel mesh at an interval of 50-75. The distance between the upper steel mesh and the lower steel mesh is 25 mm, and the 8 steel bars on the stair platform are connected with spacers, and the side length of the spacers is 20 mm. The wooden block of thickness 5 millimeters is made, and the spacing between spacers is no more than 200 millimeters; One side of stair platform reinforcing bar 8 is connected with stair plate reinforcing bar 2 by stair beam reinforcing bar 6, and the other side goes deep in body of wall 10.

楼层板9是建筑物每层的楼面板,通过楼梯梁与楼梯板1连接。The floor board 9 is the floor board of every floor of the building, and is connected with the stair board 1 by the stair beam.

墙体10是建筑物的墙体,三面墙体10围成楼梯间,楼梯平台7三面与墙体10连接。Body of wall 10 is the body of wall of building, and body of wall 10 encircles stairwell on three sides, and body of wall 10 is connected on three sides of stair platform 7 .

标识牌11是对板式混凝土楼梯结构模型各相关部件进行标识的牌状部件;标识牌11由标牌、指向杆及连接件组成;标牌上标明组成混凝土柱模型的部件的名称、规格、型号、作用以及相关的内容,标牌的一角与指向杆固结;指向杆是连接标牌与板式混凝土楼梯结构模型的部件,处于斜向状态,一端与标牌的一角固结,另一端与板式混凝土楼梯结构模型的部件固结。The identification plate 11 is a plate-shaped component that identifies the relevant components of the slab concrete staircase structure model; the identification plate 11 is composed of a sign, a pointing rod and connectors; the name, specification, model, and function of the components that make up the concrete column model are marked on the sign And related content, one corner of the sign is consolidated with the pointing rod; the pointing rod is a part connecting the sign and the slab concrete staircase structure model, and it is in an oblique state. Parts are consolidated.

板式混凝土楼梯结构模型的制作方法是,依次先制作安装板式混凝土楼梯结构模型的外围部件,然后安装楼梯平台7底板与楼梯梁外壳5,接着架设楼梯板1,再安装楼梯梁钢筋6、楼梯平台钢筋8、楼梯板钢筋2,在安装楼梯平台7面板、楼梯踏步3,最后安装标识牌11;The manufacturing method of the slab concrete staircase structure model is to make and install the peripheral components of the slab concrete staircase structure model in sequence, then install the stair platform 7 bottom plate and the stair beam shell 5, then erect the stair slab 1, then install the stair beam reinforcement 6, the stair platform Steel bar 8, stair slab steel bar 2, install the stair platform 7 panel, stair step 3, and finally install the identification plate 11;

板式混凝土楼梯结构模型的外围部件包括墙体10与楼层板9,制作的依据是设计图纸,将设计要求的楼梯间的开间、进深用按比例缩小的方式,用墙体10的材料围成;将楼层的层高,按照比例,用楼层板9的材料进行空间分隔,预留出安装板式混凝土楼梯结构模型的位置;The peripheral components of the slab concrete staircase structure model include body of wall 10 and floor plate 9, and the basis of making is the design drawing, and the bay of the stairwell required by the design, the depth are encircled with the material of body of wall 10 in the mode of reducing in proportion; According to the proportion, the floor height of the floor is separated by the material of the floor plate 9, and the position for installing the structural model of the slab concrete staircase is reserved;

在板式混凝土楼梯结构模型中楼梯平台7的位置安装楼梯平台7的底板,将楼梯平台7的底板的一侧与墙体10固结;在楼梯平台7的底板与墙体10对应的另一侧,安装楼梯梁外壳5;楼梯梁外壳5的外侧板的上口与楼梯平台7的底板的上表面并齐且垂直相交;同样的方法安装上下两层楼层板9处的楼梯梁外壳5,安装的方法与楼梯平台7附近的楼梯梁外壳5的方法相同,只是要求注意将楼梯梁外壳5的外侧板分别与两层楼层板9相连接,预留楼梯梁外壳5的内侧板与楼梯板1连接;Install the base plate of the stair platform 7 at the position of the stair platform 7 in the slab concrete staircase structure model, and consolidate one side of the base plate of the stair platform 7 with the body of wall 10; the other side corresponding to the base plate of the stair platform 7 and the wall 10 Install the stair beam shell 5; the upper opening of the outer plate of the stair beam shell 5 is aligned with the upper surface of the bottom plate of the stair platform 7 and intersects vertically; the stair beam shell 5 at the upper and lower floor boards 9 places is installed in the same way, and the installation The method is the same as that of the stair beam shell 5 near the stair landing 7, except that attention is required to connect the outer boards of the stair beam shell 5 with the two floor boards 9 respectively, and the inner board of the stair beam shell 5 and the stair plate 1 are reserved. connect;

安装好楼梯梁外壳5的外侧板、底板、内侧板后架设楼梯板1;楼梯板1包括楼梯底板与楼梯侧板;楼梯板1斜向设置;楼梯板1的下段板的底板下边的上表面与楼层板9的楼梯梁外壳5的内侧板顶面平齐且连接;楼梯板1的下段板的底板上边的上表面与楼梯平台7附近的楼梯梁外壳5的内侧板顶面平齐且连接;楼梯板1的上段板的底板下边的上表面与楼梯平台7附近的楼梯梁外壳5的内侧板顶面平齐且连接;楼梯板1的上段板的底板上边的上表面与楼层板9的楼梯梁外壳5的内侧板顶面平齐且连接;After installing the outer plate, base plate and inner plate of the stair beam shell 5, the stair plate 1 is erected; the stair plate 1 includes the stair base plate and the stair side plate; the stair plate 1 is arranged obliquely; It is flush and connected with the inner plate top surface of the stair beam shell 5 of the floor plate 9; the upper surface of the bottom plate top of the lower section plate of the stair plate 1 is flush with and connected with the inner plate top surface of the stair beam shell 5 near the landing 7 The upper surface of the lower edge of the bottom plate of the upper section of the stair plate 1 is flush and connected with the inner plate top surface of the stair beam shell 5 near the stair platform 7; The top surface of the inner plate of the stair beam shell 5 is flush and connected;

检查楼梯板1安装合格后在安装楼梯平台钢筋8,将楼梯平台钢筋8的受力筋、架立筋、箍筋组装好后在楼梯平台钢筋8的下部与两侧安装隔块后,整体放在楼梯梁外壳5中,检查合格后,安装楼梯板钢筋2;全部钢筋安装好后,安装安装楼梯平台7面板、楼梯踏步3,使楼梯平台7面板与楼梯平台7的侧板扣接,楼梯踏步3与楼梯板1的侧板扣接;全部部件安装合格后,安装标识牌11,使标识牌11的指向杆与板式混凝土楼梯结构模型的各部位连接。After checking that the stair slab 1 is installed qualified, install the stair platform reinforcement bar 8, assemble the stress bars, erecting bars, and stirrups of the stair platform reinforcement bar 8, install spacers on the lower part and both sides of the stair platform reinforcement bar 8, and place the whole In the stair beam shell 5, after the inspection is qualified, install the stair slab steel bar 2; after all the steel bars are installed, install the stair platform 7 panel and the stair step 3, so that the stair platform 7 panel is buckled with the side plate of the stair platform 7, and the stairs The step 3 is fastened to the side plate of the stair plate 1; after all the components are installed, the identification plate 11 is installed, so that the pointing rod of the identification plate 11 is connected with various parts of the slab concrete staircase structure model.

Claims (9)

  1. The most board-like concrete stair structure model, is characterized in that, by staircase boards (1), staircase boards reinforcing bar (2), stair step (3), Stair stringer shell (5), stair stringer reinforcing bar (6), landing (7), landing reinforcing bar (8), floor plates (9), body of wall (10) with Sign Board (11) forms;Stair are angularly disposed, with landing as boundary, and point epimere and hypomere;Epimere is each with hypomere stair Part enclosure, arrangement of reinforcement are the most identical, but the parts that two ends connect are different;Epimere top consolidates with floor plates (9), bottom epimere and building Ladder platform (7) consolidation;Hypomere top consolidates with landing (7), consolidates with floor plates (9) bottom epimere;Staircase boards reinforcing bar (2) Be arranged on the top of staircase boards (1), two ends respectively with stair stringer reinforcing bar (6), landing reinforcing bar (8) and the steel of floor plates (9) Muscle connects;The colligation of staircase boards reinforcing bar (2) intersection connects;Stair step (3) is arranged on staircase boards reinforcing bar (2) top;Stair are put down Platform (7) and body of wall (10) three consolidation;Sign Board (11) is separately mounted to staircase boards (1), stair step (3), stair stringer shell (5), on landing (7), floor plates (9), body of wall (10).
  2. Board-like concrete stair structure model the most according to claim 1, is characterized in that, staircase boards (1) is stair slabs The part of muscle (2) bottom;The two ends of staircase boards (1) are respectively by stair stringer shell (5) and floor plates (9) and landing (7) Consolidation;The two ends of staircase boards (1) are respectively by stair stringer shell (5), stair stringer reinforcing bar (6) and floor plates (9) and landing (7), landing reinforcing bar (8) connects;
    Staircase boards reinforcing bar (2) includes that muscle is indulged in gangboard bottom, gangboard bottom distributing reinforcement, gangboard holder top are indulged on muscle, gangboard bearing Portion's distributing reinforcement;It is the vertical muscle arranged along gangboard diagonal length that muscle is indulged in gangboard bottom, and isometric with staircase boards (1), stair are goed deep at two ends In platform reinforcing bar (8);Gangboard bottom distributing reinforcement is provided in Zong Jin top, gangboard bottom and indulges the horizontal stroke of muscle ligation with gangboard bottom To reinforcing bar;The length of gangboard bottom distributing reinforcement is than the short 30mm of width of staircase boards (1);Gangboard holder top indulges muscle and gangboard bearing Top distributing reinforcement is in the reinforcing bar on the top at staircase boards (1) two ends 1/4, and the gap indulging muscle with gangboard bottom is stair thickness of slab Degree;Gangboard holder top indulges muscle two ends band crotch, deeply anchors in stair stringer reinforcing bar (6);Gangboard holder top distributing reinforcement position Indulge the lower section of muscle in gangboard holder top, indulge muscle ligation with gangboard holder top;
    It is connected by spacer block between staircase boards (1) with staircase boards reinforcing bar (2).
  3. Board-like concrete stair structure model the most according to claim 1, is characterized in that, stair step (3) is by marking time Transverse slat, toe riser and end plate composition of marking time, be positioned at the top of staircase boards reinforcing bar (2);Mark time transverse slat, toe riser and mark time End plate is mutually perpendicular to intersect and consolidation;Stair step (3) and staircase boards (1) snapping.
  4. Board-like concrete stair structure model the most according to claim 1, is characterized in that, stair stringer shell (5) is positioned at building The two ends of gangboard (1) and consolidation;Stair stringer shell (5) includes stair stringer inner hull, stair stringer Shell Plate and stair stringer base plate, building Ladder beam end plate;Stair stringer inner hull, stair stringer Shell Plate are parallel to each other, and vertical with stair stringer base plate, stair stringer end plate;Stair Beam inner hull is positioned at staircase boards (1) side, and stair stringer Shell Plate is positioned at landing (7) or floor plates (9) side;Stair beam-ends Plate is positioned at stair stringer inner hull, stair stringer Shell Plate and the both ends of stair stringer base plate;Stair stringer inner hull, stair stringer Shell Plate With the periphery that stair stringer base plate, stair stringer end plate are positioned at stair stringer reinforcing bar (6);
    Stair stringer reinforcing bar (6) is positioned at the two ends of staircase boards reinforcing bar (2), and side and gangboard holder top are indulged muscle and wherein and pricked Knot, opposite side and landing reinforcing bar (8) or the bar connecting of floor plates (9);Stair stringer reinforcing bar (6) and stair stringer shell (5) Between by spacer block be connected;Stair stringer reinforcing bar (6) includes stair stringer principal rod, stair stringer bearing rod, stair stringer stirrup;Stair stringer Principal rod and stair stringer bearing rod are parallel to each other, and are positioned at the corner of stair stringer stirrup;Stair stringer stirrup is at stair stringer reinforcing bar (6) two Encrypt at end.
  5. Board-like concrete stair structure model the most according to claim 1, is characterized in that, landing (7) is to pass through building The intermediate member that ladder beam is connected with the lower end of epimere stair and the upper end of hypomere stair;Landing (7) includes on landing Plate, landing base plate, landing side plate;Landing upper plate is parallel with landing base plate, and centre is installed with stair and puts down Platform reinforcing bar (8), is connected with spacer block with between landing reinforcing bar (8);Stair stringer reinforcing bar is passed through in the side of landing reinforcing bar (8) (6) being connected with staircase boards reinforcing bar (2), opposite side gos deep in body of wall (10).
  6. Board-like concrete stair structure model the most according to claim 1, is characterized in that, floor plates (9) is that building is every The floorboard of layer, is connected with staircase boards (1) by stair stringer.
  7. Board-like concrete stair structure model the most according to claim 1, is characterized in that, body of wall (10) is the wall of building Body, three face wall bodies (10) surround staircase, and landing (7) three is connected with body of wall (10).
  8. Board-like concrete stair structure model the most according to claim 1, is characterized in that, Sign Board (11) is to board-like mixed The board shape parts that the solidifying Tulou each associated components of ladder structural model is identified;Sign Board (11) is by label, sensing bar and connector Composition;One jiao of label consolidates with pointing to bar;Pointing to bar is the parts connecting label with board-like concrete stair structure model, place Part consolidation in one jiao of consolidation of oblique state, one end and label, the other end and board-like concrete stair structure model.
  9. The manufacture method of the most board-like concrete stair structure model, is characterized in that, successively the first board-like concrete staircase of fabrication and installation The peripheral components of structural model, then installs landing (7) base plate and stair stringer shell (5), then sets up staircase boards (1), Stair stringer reinforcing bar (6), landing reinforcing bar (8), staircase boards reinforcing bar (2) are installed again, then landing (7) panel, stair are installed Mark time (3), Sign Board (11) is finally installed;
    The peripheral components of board-like concrete stair structure model includes body of wall (10) and floor plates (9), and the foundation of making is design Drawing, the standard width of a room in an old-style house of staircase design required, depth, by scaled mode, surround with the material of body of wall (10);Will The floor height of floor, proportionally, carries out space separation with the material of floor plates (9), reserves mounting plate type concrete staircase knot The position of structure model;
    In board-like concrete stair structure model, the base plate of landing (7) is installed in the position of landing (7), is put down by stair The side of the base plate of platform (7) consolidates with body of wall (10);In the opposite side that the base plate of landing (7) is corresponding with body of wall (10), peace Dress stair stringer shell (5);The upper surface of the base plate of the suitable for reading and landing (7) of the outer panel of stair stringer shell (5) and neat and Intersect vertically;Same method installs the stair stringer shell (5) at lower two floors plate (9) place, and the method for installation is put down with stair The method of the stair stringer shell (5) near platform (7) is identical, simply require to note by the outer panel of stair stringer shell (5) respectively with Two floors plate (9) is connected, and the interior plate of reserved stair stringer shell (5) is connected with staircase boards (1);
    Staircase boards (1) is set up after installing the outer panel of stair stringer shell (5), base plate, interior plate;Staircase boards (1) includes stair Base plate and check of staircase;Staircase boards (1) is angularly disposed;Upper surface that the base plate of the hypomere plate of staircase boards (1) is following and floor plates (9) the interior plate either flush of stair stringer shell (5) and connection;The upper surface of the base plate top of the hypomere plate of staircase boards (1) With the interior plate either flush of the stair stringer shell (5) near landing (7) and being connected;The end of the epimere plate of staircase boards (1) The interior plate either flush of the following upper surface of plate and the stair stringer shell (5) near landing (7) and being connected;Staircase boards (1) the interior plate either flush of the stair stringer shell (5) of the upper surface of the base plate top of epimere plate and floor plates (9) and company Connect;
    Landing reinforcing bar (8) is being installed, by principal rod, the frame of landing reinforcing bar (8) after checking staircase boards (1) installation qualification Stud, stirrup assemble after after spacer block is installed in the bottom of landing reinforcing bar (8) and both sides, entirety is placed on stair stringer shell (5), in, after passed examination, staircase boards reinforcing bar (2) is installed;
    After all reinforcement installation are good, landing (7) panel, stair step (3) are installed, make landing (7) panel and The side plate snapping of the side plate snapping of landing (7), stair step (3) and staircase boards (1);
    All after parts installation qualification, Sign Board (11) is installed, makes the sensing bar of Sign Board (11) tie with board-like concrete staircase Each position of structure model connects.
CN201610639752.1A 2016-08-08 2016-08-08 Board-like concrete stair structure model and manufacture method Pending CN106097876A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106898241A (en) * 2017-05-05 2017-06-27 盐城工业职业技术学院 A kind of stair teaching mode and its manufacture method
CN111139985A (en) * 2020-01-18 2020-05-12 高慧静 Prefabricated combination stair part of assembled

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Publication number Priority date Publication date Assignee Title
KR100864211B1 (en) * 2007-10-10 2008-10-17 정민선 Precast concrete stair unit structure with inverted triangular cross section and stairs using the same
CN201661021U (en) * 2010-03-11 2010-12-01 张吉华 Prefabricated reinforced concrete stair
CN203742099U (en) * 2013-12-29 2014-07-30 中国建筑第七工程局有限公司 Reinforced concrete prefabricated staircase structure
CN204456693U (en) * 2014-12-19 2015-07-08 中国联合工程公司 A kind of steel work stringer type stairway slidably hinged-support of deck type step plate
CN205264248U (en) * 2016-01-12 2016-05-25 南京工业职业技术学院 Adopt AT type stair construction teaching mode of toughened glass tap -tap face

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100864211B1 (en) * 2007-10-10 2008-10-17 정민선 Precast concrete stair unit structure with inverted triangular cross section and stairs using the same
CN201661021U (en) * 2010-03-11 2010-12-01 张吉华 Prefabricated reinforced concrete stair
CN203742099U (en) * 2013-12-29 2014-07-30 中国建筑第七工程局有限公司 Reinforced concrete prefabricated staircase structure
CN204456693U (en) * 2014-12-19 2015-07-08 中国联合工程公司 A kind of steel work stringer type stairway slidably hinged-support of deck type step plate
CN205264248U (en) * 2016-01-12 2016-05-25 南京工业职业技术学院 Adopt AT type stair construction teaching mode of toughened glass tap -tap face

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106898241A (en) * 2017-05-05 2017-06-27 盐城工业职业技术学院 A kind of stair teaching mode and its manufacture method
CN111139985A (en) * 2020-01-18 2020-05-12 高慧静 Prefabricated combination stair part of assembled

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