CN206070570U - A kind of building structure - Google Patents
A kind of building structure Download PDFInfo
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- CN206070570U CN206070570U CN201620995221.1U CN201620995221U CN206070570U CN 206070570 U CN206070570 U CN 206070570U CN 201620995221 U CN201620995221 U CN 201620995221U CN 206070570 U CN206070570 U CN 206070570U
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- building structure
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Abstract
Description
技术领域technical field
本实用新型涉及土建施工领域,尤其涉及一种建筑结构。The utility model relates to the field of civil construction, in particular to a building structure.
背景技术Background technique
在建筑工程施工中地基与基础分项的建设是工程项目顺利开展的先决性条件。地基与基础的施工进度更制约了主体结构施工的进度。目前在施工现场中基础地梁采用砖胎模砌筑,砖胎膜就是用标准砖制作成模板,待其具有一定强度后,进行混凝土的浇筑工作。模板本身不是工程实体组成部分,而是施工中的一项措施,砖胎模一般用于地下室外墙外防水或者模板不易拆除的部位,砌好后尺寸和强度须符合设计要求。In the construction of construction projects, the construction of foundation and foundation sub-items is a prerequisite for the smooth development of engineering projects. The construction progress of the foundation and foundation further restricts the construction progress of the main structure. At present, in the construction site, the foundation ground beam is built with brick tire formwork, and the brick mold membrane is made of standard bricks to form a formwork. After it has a certain strength, the concrete pouring work is carried out. The formwork itself is not a part of the engineering entity, but a measure during construction. The brick tire formwork is generally used for waterproofing of the exterior walls of the basement or where the formwork is not easy to remove. The size and strength must meet the design requirements after laying.
因砖胎模施工耗时较长,对工程工期控制有不利影响,影响了整体施工的进度。Because the construction of the brick tire formwork takes a long time, it has an adverse effect on the control of the construction period of the project and affects the progress of the overall construction.
实用新型内容Utility model content
本实用新型提供一种输送设备的固定与连接装置,用于解决上述问题。The utility model provides a fixing and connecting device for conveying equipment, which is used to solve the above problems.
为达到上述目的,本实用新型提供了一种建筑结构,包括垫层和防水层,所述垫层和防水层之间设置有若干块混凝土预制板,所述混凝土预制板从上至下包括两块侧板和位于所述两块侧板下方的垫板。In order to achieve the above purpose, the utility model provides a building structure, including a cushion and a waterproof layer, a number of concrete prefabricated panels are arranged between the cushion and waterproof layer, and the concrete prefabricated panels consist of two A side plate and a backing plate positioned under the two side plates.
作为优选,所述垫板为“凸”字型,呈水平放置,两块侧板分别固定在所述垫板的两侧翼缘上,所述两块侧板与水平面垂直。Preferably, the backing plate is in a "convex" shape and placed horizontally, and two side plates are respectively fixed on the two side flanges of the backing plate, and the two side plates are perpendicular to the horizontal plane.
作为优选,所述两块侧板之间的距离等于地梁的梁宽。Preferably, the distance between the two side plates is equal to the beam width of the ground beam.
作为优选,所述侧板和所述垫板内部皆固定有钢筋网片。Preferably, steel mesh sheets are fixed inside the side plates and the backing plate.
作为优选,所述侧板顶部固定有预埋件。Preferably, the top of the side plate is fixed with embedded parts.
作为优选,所述预埋件由钢筋或者钢板制成。Preferably, the embedded parts are made of steel bars or steel plates.
作为优选,相邻两个所述混凝土预制板的侧板的预埋件相互焊接。Preferably, the embedded parts of the side panels of two adjacent concrete prefabricated panels are welded to each other.
作为优选,相邻两个所述混凝土预制板的侧板的间隙处封有胶带。Preferably, tapes are sealed between the side panels of two adjacent concrete prefabricated panels.
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:
本实用新型提供了一种建筑结构,其在防水层和垫层之间使用混凝土预制板代替砖胎膜,混凝土预制板从上至下包括两块侧板和位于所述两块侧板下方的垫板。该结构具有就近制作、安装简单、施工效率高、便于控制地梁混凝土浇筑标高的显著优点,同时减少人工投入,缩短施工周期,加快施工进度,能产生较好的经济效益,此外混凝土预制板可采用回收的废旧钢筋、废旧钢板制成,能节省材料成本,促进绿色施工。The utility model provides a building structure, which uses concrete prefabricated slabs instead of brick tire membranes between the waterproof layer and the cushion layer. The concrete prefabricated slabs include two side panels from top to bottom and a backing plate. The structure has the obvious advantages of nearby fabrication, simple installation, high construction efficiency, and easy control of the concrete pouring level of the ground beam. At the same time, it reduces labor input, shortens the construction period, speeds up the construction progress, and can produce better economic benefits. It is made of recycled waste steel bars and steel plates, which can save material costs and promote green construction.
附图说明Description of drawings
图1为本实用新型提供的混凝土预制板的结构示意图;Fig. 1 is the structural representation of the concrete prefabricated slab provided by the utility model;
图2为本实用新型提供的垫板的俯视图;Fig. 2 is the top view of the backing plate provided by the utility model;
图3为本实用新型提供的垫板的侧视图;Fig. 3 is the side view of the backing plate provided by the utility model;
图4为本实用新型提供的侧板的侧视图。Fig. 4 is a side view of the side plate provided by the utility model.
图中:100-垫板、110-翼缘、120-平台、200-侧板、210-预埋件。In the figure: 100-backing plate, 110-flange, 120-platform, 200-side plate, 210-embedded parts.
具体实施方式detailed description
为使本实用新型的上述目的、特征和优点能够更加明显易懂,下面结合附图对本实用新型的具体实施方式做详细的说明。In order to make the above purpose, features and advantages of the present utility model more obvious and understandable, the specific implementation of the present utility model will be described in detail below in conjunction with the accompanying drawings.
请参照图1至图4,本实用新型提供了一种建筑结构,使用混凝土预制板代替传统防水层和垫层之间的砖胎膜,整个混凝土预制板的尺寸根据地梁的不同尺寸而设置。具体地,所述混凝土预制板包括一块水平放置的垫板100和垂直放置在垫板100上的两块侧板200.Please refer to Fig. 1 to Fig. 4, the utility model provides a kind of building structure, uses the concrete prefabricated board to replace the brick tire film between the traditional waterproof layer and the cushion, the size of the whole concrete prefabricated board is set according to the different sizes of the ground beams. Specifically, the concrete prefabricated slab includes a horizontally placed backing plate 100 and two side panels 200 vertically placed on the backing plate 100.
请参照图2和图3,垫板100为“凸”字型,其两侧具有翼缘110,两块侧板200各自放在一侧的翼缘110上,并与水平方向垂直,这两个侧板200内部嵌有钢筋网片(未图示),请重点参照图3,侧板200的外侧面上的两个顶点处固定有预埋件210,每两个相邻的混凝土预制板之间,通过将一个侧板200上的预埋件210与另一个侧板200上的预埋件210焊接在一起,使得两个相邻的混凝土预制板得到固定。Please refer to Fig. 2 and Fig. 3, backing plate 100 is "convex" font, and its two sides have flange 110, and two side plates 200 are respectively placed on the flange 110 of one side, and perpendicular to horizontal direction, these two A steel mesh sheet (not shown) is embedded inside each side plate 200. Please refer to FIG. In between, by welding the embedded part 210 on one side panel 200 and the embedded part 210 on the other side panel 200 together, two adjacent concrete prefabricated panels are fixed.
较佳地,预埋件210使用废旧钢筋或者废旧钢板制成,可以回收材料,节省成本。Preferably, the embedded part 210 is made of scrap steel bars or scrap steel plates, which can recycle materials and save costs.
两个侧板200之间为垫板100上凸出的平台120,该平台120用于代替部分垫层,平台120的宽度为地梁梁宽,垫板100内部同样嵌有钢筋网片。Between the two side plates 200 is a protruding platform 120 on the backing plate 100. The platform 120 is used to replace part of the cushion layer. The width of the platform 120 is the width of the ground beam. The backing plate 100 is also embedded with steel mesh.
在施工现场中,具体的操作方式为:On the construction site, the specific operation methods are as follows:
步骤一:根据设计图纸和标高进行挖槽,待槽的底面和侧壁清理平整后,放置混凝土预制板。Step 1: Excavate the groove according to the design drawing and elevation, and place the precast concrete slab after the bottom surface and side wall of the groove are cleaned and leveled.
步骤二:混凝土预制板就近位置制作,并人工安装在垫层上,通常按照侧板200之间的距离计算垫板100的放置位置,在放置了垫板100后,将侧板200吊入所述槽内,经对准后在垫板100上放置侧板200,经过校正后,将相邻两个混凝土预制板上的相互靠近的两个侧板200上的预埋件210使用点焊焊接在一起,放置每一块混凝土预制板的同时调整整体地梁线型,放置完成后,在每个侧板200上部使用废旧方木作临时横撑。Step 2: Prefabricated concrete slabs are made at the nearest location and manually installed on the cushion layer. Usually, the placement position of the backing plate 100 is calculated according to the distance between the side plates 200. After the backing plate 100 is placed, the side plate 200 is hoisted into the In the slot, place the side plate 200 on the backing plate 100 after alignment, and after correction, spot weld the embedded parts 210 on the two side plates 200 that are close to each other on the two adjacent concrete prefabricated plates Together, when placing each prefabricated concrete slab, adjust the line shape of the overall ground beam. After the placement is completed, use waste square wood as a temporary cross brace on the upper part of each side slab 200 .
步骤三:上述步骤完成后,两个相邻混凝土预制板中,两个相邻的侧板200之间的缝隙使用胶带封住。Step 3: After the above steps are completed, the gap between the two adjacent side panels 200 among the two adjacent prefabricated concrete panels is sealed with adhesive tape.
步骤四:将钢筋笼吊入放置在混凝土预制板形成的模板中,注意取下用作临时横撑的废旧方木,待钢筋笼置入校正位置后,再将临时横撑放置在两个对立的侧板200中间,最后在侧板200的外侧进行回土,进行混凝土浇捣。Step 4: Hang the reinforcement cage into the formwork formed by the prefabricated concrete slab, take care to remove the waste square wood used as temporary cross braces, and place the temporary cross braces on two opposite sides after the reinforcement cages are placed in the corrected position In the middle of the side plate 200, the soil is returned to the outside of the side plate 200 at last, and the concrete is poured and tamped.
显然,本领域的技术人员可以对实用新型进行各种改动和变型而不脱离本实用新型的精神和范围。若本实用新型的这些修改和变型属于本实用新型权利要求及其等同技术的范围之内,则本实用新型也意图包括这些改动和变型在内。Apparently, those skilled in the art can make various changes and modifications to the utility model without departing from the spirit and scope of the utility model. If these modifications and variations of the utility model fall within the scope of the claims of the utility model and equivalent technologies thereof, the utility model is also intended to include these modifications and variations.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620995221.1U CN206070570U (en) | 2016-08-30 | 2016-08-30 | A kind of building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620995221.1U CN206070570U (en) | 2016-08-30 | 2016-08-30 | A kind of building structure |
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| CN206070570U true CN206070570U (en) | 2017-04-05 |
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| CN201620995221.1U Expired - Fee Related CN206070570U (en) | 2016-08-30 | 2016-08-30 | A kind of building structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107905246A (en) * | 2017-10-25 | 2018-04-13 | 刘界鹏 | A kind of ground girder construction process that ground beam mould is printed based on 3D |
| CN113057105A (en) * | 2021-03-25 | 2021-07-02 | 山东大学 | Prefabricated manure trough and construction method thereof |
-
2016
- 2016-08-30 CN CN201620995221.1U patent/CN206070570U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107905246A (en) * | 2017-10-25 | 2018-04-13 | 刘界鹏 | A kind of ground girder construction process that ground beam mould is printed based on 3D |
| CN113057105A (en) * | 2021-03-25 | 2021-07-02 | 山东大学 | Prefabricated manure trough and construction method thereof |
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Granted publication date: 20170405 |