CN202100262U - Integral sliding template for floor construction of mine underworkings - Google Patents
Integral sliding template for floor construction of mine underworkings Download PDFInfo
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- CN202100262U CN202100262U CN2011202021574U CN201120202157U CN202100262U CN 202100262 U CN202100262 U CN 202100262U CN 2011202021574 U CN2011202021574 U CN 2011202021574U CN 201120202157 U CN201120202157 U CN 201120202157U CN 202100262 U CN202100262 U CN 202100262U
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- 238000010276 construction Methods 0.000 title claims abstract description 16
- 238000009415 formwork Methods 0.000 claims abstract description 68
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 35
- 239000010959 steel Substances 0.000 claims abstract description 35
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 abstract 1
- 238000012423 maintenance Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
本实用新型公开了矿山井下巷道地坪施工整体滑模板,主要由滑模分块模板、横梁、横梁支撑、水沟模板和调节装置组成,其分块模板由钢板构成槽形,五块分块模板连接构成整体滑模板,分块模板与分块模板连接处设置有七个圆孔,分块模板与分块模板过圆孔用螺栓连接,整体滑模板上对称设置两个横梁,横梁由两个槽钢对焊构成口字形,横梁两端内设置有螺母,两个横梁下部均布设置六块小钢板,小钢板上对称设置四个圆孔。本实用新型结构简单、易于制作安装、维护方便、安全高效、体积小、重量轻、运输方便,施工时使工人劳动强度降低、劳动力减少,地坪平整度及成型更美观。
The utility model discloses an integral sliding formwork for the floor construction of underground roadways in mines. The formwork is connected to form the overall sliding formwork. There are seven round holes at the joint between the block formwork and the block formwork. The block formwork and the block formwork are connected by bolts through the round holes. Two channel steels are butt-welded to form a zigzag shape, nuts are arranged at both ends of the beam, six small steel plates are evenly distributed on the lower parts of the two beams, and four round holes are symmetrically arranged on the small steel plates. The utility model has the advantages of simple structure, easy production and installation, convenient maintenance, safety and high efficiency, small size, light weight, convenient transportation, and reduces labor intensity and labor force during construction, and the flatness and shape of the floor are more beautiful.
Description
技术领域 technical field
本实用新型涉及一种模板,尤其涉及一种应用于矿山井下平、斜巷地坪施工的模板。 The utility model relates to a formwork, in particular to a formwork used in floor construction of flat and inclined roadways in underground mines.
背景技术 Background technique
目前,矿山井下巷道地坪施工多采用人工抹面、找平,单独支设水沟模板,工序繁琐且工人劳动强度大、用工多,地坪平整度差、成型不美观。 At present, manual plastering and leveling are mostly used in the floor construction of mine underground roadways, and the ditch formwork is separately supported. The process is cumbersome and the labor intensity is high, requiring a lot of labor.
发明内容 Contents of the invention
为了弥补现有技术的不足,设计了矿山井下巷道地坪施工整体滑模板。 In order to make up for the deficiencies of the existing technology, an integral sliding formwork for floor construction of mine underground roadway is designed.
本实用新型解决其技术问题所采用的技术方案可以是: The technical solution adopted by the utility model to solve its technical problems can be:
矿山井下巷道地坪施工整体滑模板,主要由滑模分块模板、横梁、横梁支撑、水沟模板和调节装置组成,其分块模板由钢板构成槽形,五块分块模板连接构成整体滑模板,分块模板与分块模板连接处设置有七个圆孔,分块模板与分块模板过圆孔用螺栓连接,整体滑模板上对称设置两个横梁,横梁由两个槽钢对焊构成口字形,横梁两端内设置有螺母,两个横梁下部均布设置六块小钢板,小钢板上对称设置四个圆孔,横梁两端通过内设置有螺母连接调节装置,横梁下部通过横梁支撑连接分块模板,整体滑模板左端下部设置水沟模板,水沟模板为钢板构成长方形,水沟模板的长等于整体滑模的宽。 The overall sliding formwork for mine underground roadway floor construction is mainly composed of sliding formwork block formwork, beams, beam supports, water ditch formwork and adjustment devices. Formwork, there are seven round holes at the connection between the block formwork and the block formwork, the block formwork and the block formwork are connected by bolts through the round holes, and two beams are symmetrically arranged on the overall sliding formwork, and the beams are welded by two channel steels There are nuts at both ends of the crossbeam, six small steel plates are evenly distributed on the lower part of the two crossbeams, four round holes are symmetrically arranged on the small steel plates, nuts are installed at both ends of the crossbeam to connect the adjustment device, and the lower part of the crossbeam passes through the crossbeam. The support connects the block formwork, and the lower part of the left end of the overall sliding formwork is provided with a ditch formwork, which is a steel plate to form a rectangle, and the length of the gutter formwork is equal to the width of the overall sliding formwork.
本实用新型解决其技术问题所采用的技术方案也可以是: The technical solution adopted by the utility model to solve its technical problems can also be:
所述的矿山井下巷道地坪施工整体滑模板,其所述的横梁支撑由角钢Ⅰ和角钢Ⅱ组成,两个角钢Ⅰ和两个角钢Ⅱ焊合构成工字形,两个角钢Ⅰ直角边中心分别设置有圆孔,圆孔中心线与横梁上设置的小钢板圆孔中心线相对应。 In the integral sliding formwork for mine underground roadway floor construction, the beam support is composed of angle steel I and angle steel II, two angle steel I and two angle steel II are welded together to form an I-shape, and the centers of the right-angled sides of the two angle steel I are respectively A round hole is arranged, and the center line of the round hole corresponds to the center line of the round hole of the small steel plate arranged on the beam.
本实用新型解决其技术问题所采用的技术方案还可以是: The technical solution adopted by the utility model to solve its technical problems can also be:
所述的矿山井下巷道地坪施工整体滑模板,其所述的调节装置主要由端盖、轴卡、孔卡、轴承、丝杆、导向轮和螺母组成,所述的丝杆右部设置有外螺纹,螺母设置在外螺纹上,螺母设置有内螺纹,丝杆左端靠外螺纹设置有平台,平台中心设置有圆孔,平台左端设置有轴头,轴头左端设置有凹槽,凹槽内设置有轴卡,轴头上设置有轴承,轴承外围设置有导向轮,导向轮左端内部设置有凹槽,凹槽内设置有孔卡,导向轮左端设置有端盖,端盖中心设置有圆孔。 In the integral sliding formwork for mine underground roadway floor construction, the adjusting device is mainly composed of an end cover, a shaft clamp, a hole clamp, a bearing, a screw rod, a guide wheel and a nut, and the right part of the screw rod is provided with a External thread, the nut is set on the external thread, the nut is provided with internal thread, the left end of the screw rod is provided with a platform near the external thread, the center of the platform is provided with a round hole, the left end of the platform is provided with a shaft head, and the left end of the shaft head is provided with a groove. A shaft card is provided, a bearing is provided on the shaft head, a guide wheel is provided on the periphery of the bearing, a groove is provided inside the left end of the guide wheel, a hole card is provided in the groove, an end cover is provided at the left end of the guide wheel, and a circle is provided at the center of the end cover. hole.
本实用新型的有益效果是:The beneficial effects of the utility model are:
1、实用新型结构简单、易于制作安装、维护方便、安全高效、体积小、重量轻、运输方便,施工时使工人劳动强度降低、劳动力减少,地坪平整度及成型更美观。 1. The utility model is simple in structure, easy to manufacture and install, easy to maintain, safe and efficient, small in size, light in weight, and convenient in transportation. During construction, the labor intensity of workers is reduced, the labor force is reduced, and the flatness and shape of the floor are more beautiful.
附图说明 Description of drawings
图1为本实用新型滑模板整体组装图。 Fig. 1 is the overall assembly diagram of the sliding formwork of the present invention.
图2为本实用新型滑模板整体组装图Ⅰ-Ⅰ剖视图。 Fig. 2 is a sectional view of the overall assembly diagram I-I of the sliding formwork of the present invention.
图3为本实用新型A点放大图。 Fig. 3 is the enlarged view of point A of the utility model.
图4本实用新型调节装置主视图。 Figure 4 is the front view of the adjustment device of the present utility model.
具体实施方式 Detailed ways
图1图2中,矿山井下巷道地坪施工整体滑模板,主要由滑模分块模板1、横梁2、横梁支撑3、水沟模板4和调节装置5组成,其分块模板1由钢板构成槽形,五块分块模板1连接构成整体滑模板,分块模板1与分块模板1连接处设置有七个圆孔,分块模板1与分块模板1过圆孔用螺栓连接,整体滑模板上对称设置两个横梁2,横梁2由两个槽钢对焊构成口字形,横梁2两端内设置有螺母14,两个横梁2下部均布设置六块小钢板,小钢板上对称设置四个圆孔,横梁2两端通过内设置有螺母14连接调节装置5,横梁2下部通过横梁支撑3连接分块模板1,整体滑模板左端下部设置水沟模板4,水沟模板4为钢板构成长方形,水沟模板4的长等于整体滑模的宽。
In Fig. 1 and Fig. 2, the overall sliding formwork for mine underground roadway floor construction is mainly composed of sliding
图3中,所述的矿山井下巷道地坪施工整体滑模板,其所述的横梁支撑3由角钢Ⅰ6和角钢Ⅱ7组成,两个角钢Ⅰ6和两个角钢Ⅱ7焊合构成工字形,两个角钢Ⅰ6直角边中心分别设置有圆孔,圆孔中心线与横梁2上设置的小钢板圆孔中心线相对应。
In Fig. 3, the integral sliding formwork for the floor construction of the mine underground roadway is described, and the beam support 3 is composed of angle steel I6 and angle steel II7, two angle steel I6 and two angle steel II7 are welded to form an I-shape, two angle steel The centers of the I6 right-angled sides are respectively provided with circular holes, and the centerlines of the circular holes correspond to the centerlines of the circular holes of the small steel plate provided on the
图4中,所述的矿山井下巷道地坪施工整体滑模板,其所述的调节装置5主要由端盖8、轴卡9、孔卡10、轴承11、丝杆12、导向轮13和螺母14组成,所述的丝杆12右部设置有外螺纹,螺母14设置在外螺纹上,螺母14设置有内螺纹,丝杆12左端靠外螺纹设置有平台,平台中心设置有圆孔,平台左端设置有轴头,轴头左端设置有凹槽,凹槽内设置有轴卡9,轴头上设置有轴承11,轴承11外围设置有导向轮13,导向轮13左端内部设置有凹槽,凹槽内设置有孔卡10,导向轮13左端设置有端盖8,端盖8中心设置有圆孔。
In Fig. 4, the integral sliding formwork for the construction of the underground roadway floor in the mine, the adjusting device 5 mainly consists of an end cover 8, a
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202021574U CN202100262U (en) | 2011-06-16 | 2011-06-16 | Integral sliding template for floor construction of mine underworkings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202021574U CN202100262U (en) | 2011-06-16 | 2011-06-16 | Integral sliding template for floor construction of mine underworkings |
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| Publication Number | Publication Date |
|---|---|
| CN202100262U true CN202100262U (en) | 2012-01-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011202021574U Expired - Fee Related CN202100262U (en) | 2011-06-16 | 2011-06-16 | Integral sliding template for floor construction of mine underworkings |
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| Country | Link |
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| CN (1) | CN202100262U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102888807A (en) * | 2012-10-09 | 2013-01-23 | 中国矿业大学 | Equipment and method for paving roadway |
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2011
- 2011-06-16 CN CN2011202021574U patent/CN202100262U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102888807A (en) * | 2012-10-09 | 2013-01-23 | 中国矿业大学 | Equipment and method for paving roadway |
| CN102888807B (en) * | 2012-10-09 | 2014-10-29 | 中国矿业大学 | Equipment and method for paving roadway |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120104 Termination date: 20150616 |
|
| EXPY | Termination of patent right or utility model |
