CN206859575U - A kind of flooring concrete sequence placing mould - Google Patents
A kind of flooring concrete sequence placing mould Download PDFInfo
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- CN206859575U CN206859575U CN201720709719.1U CN201720709719U CN206859575U CN 206859575 U CN206859575 U CN 206859575U CN 201720709719 U CN201720709719 U CN 201720709719U CN 206859575 U CN206859575 U CN 206859575U
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- 229910000831 Steel Inorganic materials 0.000 claims description 102
- 239000010959 steel Substances 0.000 claims description 102
- 238000009415 formwork Methods 0.000 description 9
- 238000010276 construction Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000007306 turnover Effects 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
本实用新型公开了一种楼地面混凝土分仓浇筑模具，它涉及建筑施工技术领域。它包括支座竖向角钢、支座横向角钢、膨胀螺栓、槽钢侧模挡板、角钢卡固块、木楔子；所述支座竖向角钢与支座横向角钢焊接在一起，支座横向角钢的底部设有螺栓孔，螺栓孔处穿设有膨胀螺栓，支座横向角钢通过膨胀螺栓与待浇筑基层固定，角钢卡固块与支座竖向角钢的左侧底部焊接，角钢卡固块向上倾斜，槽钢侧模挡板安装在支座竖向角钢的左侧，角钢卡固块在槽钢侧模挡板的内部设置，角钢卡固块的底部与槽钢侧模挡板之间设有木楔子。本实用新型有益效果为：它是利用工具式固定支座，来固定楼地面混凝土分段浇筑的施工缝侧模，具有制作方便、安装方便牢固、便于周转的特点。
The utility model discloses a pouring mold for floor concrete in separate bins, which relates to the technical field of building construction. It includes support vertical angle steel, support transverse angle steel, expansion bolts, channel steel side form baffle, angle steel clamping block, wooden wedge; the support vertical angle steel and support transverse angle steel are welded together, and the support horizontal The bottom of the angle steel is provided with bolt holes, and the bolt holes are pierced with expansion bolts. The horizontal angle steel of the support is fixed with the base layer to be poured by the expansion bolts. The angle steel clamping block is welded to the left bottom of the vertical angle steel of the support. Tilt upward, the channel steel side form baffle is installed on the left side of the vertical angle steel of the support, the angle steel clamping block is set inside the channel steel side form baffle, and the bottom of the angle steel clamping block and the channel steel side form baffle Features wooden wedges. The beneficial effects of the utility model are: it uses a tool-type fixed support to fix the side formwork of the construction joint of the floor concrete section pouring, and has the characteristics of convenient manufacture, convenient and firm installation, and convenient turnover.
Description
技术领域technical field
本实用新型涉及建筑施工技术领域，具体涉及一种楼地面混凝土分仓浇筑模具。The utility model relates to the technical field of building construction, in particular to a pouring mold for floor concrete in separate warehouses.
背景技术Background technique
装修时楼地面混凝土浇筑时，常因面积大而需分段浇筑，在留置施工段侧模模板时，常规做法是使用方木或槽钢，因无工具式固定方法，常出现侧模不顺直、固定不牢固等导致的接缝处不顺直等问题。When pouring concrete on the floor during decoration, it is often necessary to pour in sections due to the large area. When leaving the side formwork in the construction section, the conventional method is to use square wood or channel steel. Because there is no tool-type fixing method, the side formwork often does not fit smoothly. The seam is not straight and other problems caused by straightness and loose fixation.
发明内容Contents of the invention
本实用新型的目的在于针对现有技术的缺陷和不足，提供一种结构简单、设计合理、使用方便的楼地面混凝土分仓浇筑模具，它是利用工具式固定支座，来固定楼地面混凝土分段浇筑的施工缝侧模，具有制作方便、安装方便牢固、便于周转的特点。The purpose of this utility model is to aim at the defects and deficiencies of the prior art, and provide a simple structure, reasonable design, and convenient use of floor concrete sub-concrete pouring mold, which uses a tool-type fixed support to fix the floor concrete sub-concrete The construction joint side form cast in sections has the characteristics of convenient manufacture, convenient installation and firmness, and easy turnover.
为了解决背景技术所存在的问题，本实用新型采用的技术方案为：它包括支座竖向角钢、支座横向角钢、膨胀螺栓、槽钢侧模挡板、角钢卡固块、木楔子；所述支座竖向角钢为5#角钢，支座横向角钢为5#角钢，支座竖向角钢与支座横向角钢焊接在一起，支座竖向角钢与支座横向角钢的一端相互重叠，支座横向角钢的另一端底部设有螺栓孔，螺栓孔处穿设有膨胀螺栓，支座横向角钢通过膨胀螺栓与待浇筑基层固定，角钢卡固块为8#短槽钢，角钢卡固块与支座竖向角钢的左侧底部焊接，角钢卡固块向上倾斜，槽钢侧模挡板为12#槽钢侧模挡板，槽钢侧模挡板上刷有脱模剂，槽钢侧模挡板安装在支座竖向角钢的左侧，槽钢侧模挡板和支座竖向角钢之间设有木楔子，角钢卡固块在槽钢侧模挡板的内部设置，角钢卡固块的底部与槽钢侧模挡板之间设有木楔子。In order to solve the existing problems in the background technology, the technical solution adopted by the utility model is as follows: it includes the vertical angle steel of the support, the transverse angle steel of the support, expansion bolts, channel steel side form baffles, angle steel clamping blocks, and wooden wedges; The vertical angle steel of the support is 5# angle steel, the horizontal angle steel of the support is 5# angle steel, the vertical angle steel of the support and the horizontal angle steel of the support are welded together, one end of the vertical angle steel of the support and the transverse angle steel of the support Bolt holes are provided at the bottom of the other end of the horizontal angle steel of the seat, and expansion bolts are pierced at the bolt holes, and the horizontal angle steel of the support is fixed to the base to be poured by expansion bolts. The left bottom of the vertical angle steel of the support is welded, and the clamping block of the angle steel is inclined upward. The formwork baffle is installed on the left side of the vertical angle steel of the support, and a wooden wedge is arranged between the channel steel side formwork baffle and the vertical angle steel of the support, and the angle steel clamping block is set inside the channel steel side formwork baffle, and the angle steel clip A wooden wedge is arranged between the bottom of the solid block and the channel steel side form baffle.
进一步的，所述槽钢侧模挡板的右侧焊接有两个支座竖向角钢，两个支座竖向角钢之间的距离为2000mm。Further, two support vertical angle steels are welded on the right side of the channel steel side form baffle, and the distance between the two support vertical angle steels is 2000mm.
进一步的，所述角钢卡固块向上倾斜角度为5°。Further, the upward inclination angle of the angle steel clamping block is 5°.
采用上述结构后，本实用新型有益效果为：它是利用工具式固定支座，来固定楼地面混凝土分段浇筑的施工缝侧模，具有制作方便、安装方便牢固、便于周转的特点。After adopting the above structure, the beneficial effect of the utility model is: it uses a tool-type fixed support to fix the construction joint side formwork of the floor concrete section pouring, and has the characteristics of convenient manufacture, convenient and firm installation, and easy turnover.
附图说明Description of drawings
图1为本实用新型的俯视图；Fig. 1 is the top view of the utility model;
图2为本实用新型的侧立面图。Fig. 2 is a side elevation view of the utility model.
附图标记说明：支座竖向角钢1、支座横向角钢2、膨胀螺栓3、槽钢侧模挡板4、角钢卡固块5、木楔子6。Explanation of reference numerals: support vertical angle steel 1, support horizontal angle steel 2, expansion bolt 3, channel steel side form baffle plate 4, angle steel clamping block 5, wooden wedge 6.
具体实施方式detailed description
下面结合附图，对本实用新型作进一步的说明。Below in conjunction with accompanying drawing, the utility model is described further.
为了使本实用新型的目的、技术方案及优点更加清楚明白，以下结合附图及具体实施方式，对本实用新型进行进一步详细说明。应当理解，此处所描述的具体实施方式仅用以解释本实用新型，并不用于限定本实用新型。In order to make the purpose, technical solutions and advantages of the utility model clearer, the utility model will be further described in detail below in conjunction with the accompanying drawings and specific implementation methods. It should be understood that the specific embodiments described here are only used to explain the present utility model, and are not intended to limit the present utility model.
如图1和图2所示，本具体实施方式采用如下技术方案：它包括支座竖向角钢1、支座横向角钢2、膨胀螺栓3、槽钢侧模挡板4、角钢卡固块5、木楔子6；所述支座竖向角钢1为5#角钢，支座横向角钢2为5#角钢，支座竖向角钢1与支座横向角钢2焊接在一起，支座竖向角钢1与支座横向角钢2的一端相互重叠，支座横向角钢2的另一端底部设有螺栓孔，螺栓孔处穿设有膨胀螺栓3，支座横向角钢2通过膨胀螺栓3与待浇筑基层固定，角钢卡固块5为8#短槽钢，角钢卡固块5与支座竖向角钢1的左侧底部焊接，角钢卡固块5向上倾斜，槽钢侧模挡板4为12#槽钢侧模挡板，槽钢侧模挡板4上刷有脱模剂，槽钢侧模挡板4安装在支座竖向角钢1的左侧，槽钢侧模挡板4和支座竖向角钢1之间设有木楔子6，角钢卡固块5在槽钢侧模挡板4的内部设置，角钢卡固块5的底部与槽钢侧模挡板4之间设有木楔子6。As shown in Fig. 1 and Fig. 2, this specific embodiment adopts the following technical scheme: it includes support vertical angle steel 1, support transverse angle steel 2, expansion bolt 3, channel steel side form baffle plate 4, angle steel clamping block 5 , wooden wedge 6; the vertical angle steel 1 of the support is 5# angle steel, the horizontal angle steel 2 of the support is 5# angle steel, the vertical angle steel 1 of the support is welded together with the horizontal angle steel 2 of the support, the vertical angle steel 1 of the support One end of the transverse angle steel 2 of the support overlaps with each other, and a bolt hole is provided at the bottom of the other end of the transverse angle steel 2 of the support, and an expansion bolt 3 is pierced at the bolt hole, and the transverse angle steel 2 of the support is fixed to the base to be poured through the expansion bolt 3, The angle steel clamping block 5 is 8# short channel steel, the angle steel clamping block 5 is welded with the left bottom of the vertical angle steel 1 of the support, the angle steel clamping block 5 is inclined upward, and the channel steel side form baffle plate 4 is 12# channel steel Side form baffle, channel steel side form baffle 4 is brushed with release agent, channel steel side form baffle 4 is installed on the left side of support vertical angle steel 1, channel steel side form baffle 4 and support vertical Wooden wedges 6 are arranged between the angle steels 1 , and the angle steel clamping blocks 5 are arranged inside the channel steel side formwork baffles 4 , and wooden wedges 6 are arranged between the bottom of the angle steel clamping blocks 5 and the channel steel side formwork baffles 4 .
进一步的，所述槽钢侧模挡板4的右侧焊接有两个支座竖向角钢1，两个支座竖向角钢1之间的距离为2000mm。Further, two support vertical angle steels 1 are welded on the right side of the channel steel side form baffle plate 4, and the distance between the two support vertical angle steels 1 is 2000 mm.
进一步的，所述角钢卡固块5向上倾斜角度为5°。Further, the angle steel clamping block 5 is inclined upward at an angle of 5°.
使用方法如下：The method of use is as follows:
1、支座竖向角钢1与支座横向角钢2焊接；1. The vertical angle steel 1 of the support is welded with the horizontal angle steel 2 of the support;
2、将角钢卡固块5与支座竖向角钢1焊接，其中角钢卡固块5向上倾斜，便于固定支座的安装及拆除；2. Weld the angle steel clamping block 5 with the vertical angle steel 1 of the support, wherein the angle steel clamping block 5 is inclined upward to facilitate the installation and removal of the fixed support;
3、待浇筑基层上按所需分段位置弹控制线、沿控制线将焊接好的固定支座通过膨胀螺栓3固定在待浇筑基层上；3. On the base to be poured, the control line is played according to the required segmental position, and the welded fixed support is fixed on the base to be poured by expansion bolts 3 along the control line;
4、将槽钢侧模挡板4刷脱模剂，之后安装在支座竖向角钢1的侧面，通过木楔子6调平及固定牢固，即可浇筑混凝土；4. Brush the channel steel side formwork baffle 4 with release agent, then install it on the side of the vertical angle steel 1 of the support, level it and fix it firmly with the wooden wedge 6, and then pour concrete;
5、混凝土浇筑完毕拆除时，先拆除膨胀螺栓3，即可将本分仓浇筑模具拆除，拆除后进行清理，周转至下一施工缝处使用。5. When the concrete is poured and dismantled, the expansion bolt 3 is removed first, and then the pouring mold of this sub-bin can be removed. After the removal, it will be cleaned and transferred to the next construction joint for use.
本具体实施方式是利用工具式固定支座，来固定楼地面混凝土分段浇筑的施工缝侧模，具有制作方便、安装方便牢固、便于周转的特点。This specific embodiment is to use the tool-type fixed support to fix the construction joint side form of the floor concrete section pouring, which has the characteristics of convenient manufacture, convenient and firm installation, and convenient turnover.
以上所述，仅用以说明本实用新型的技术方案而非限制，本领域普通技术人员对本实用新型的技术方案所做的其它修改或者等同替换，只要不脱离本实用新型技术方案的精神和范围，均应涵盖在本实用新型的权利要求范围当中。The above is only used to illustrate the technical solution of the utility model without limitation, other modifications or equivalent replacements made by those skilled in the art to the technical solution of the utility model, as long as they do not depart from the spirit and scope of the technical solution of the utility model , should be covered in the scope of the claims of the present utility model.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720709719.1U CN206859575U (en) | 2017-06-17 | 2017-06-17 | A kind of flooring concrete sequence placing mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720709719.1U CN206859575U (en) | 2017-06-17 | 2017-06-17 | A kind of flooring concrete sequence placing mould |
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| Publication Number | Publication Date |
|---|---|
| CN206859575U true CN206859575U (en) | 2018-01-09 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720709719.1U Expired - Fee Related CN206859575U (en) | 2017-06-17 | 2017-06-17 | A kind of flooring concrete sequence placing mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206859575U (en) |
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2017
- 2017-06-17 CN CN201720709719.1U patent/CN206859575U/en not_active Expired - Fee Related
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| GR01 | Patent grant | ||
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| CP01 | Change in the name or title of a patent holder |
Address after: 100024 Guanzhuang Zhou Jiajing, Chaoyang District, Beijing Patentee after: CHINA FIRST HIGHWAY ENGINEERING Co.,Ltd. Address before: 100024 Guanzhuang Zhou Jiajing, Chaoyang District, Beijing Patentee before: CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180109 Termination date: 20210617 |