CN204754191U - Combination steel form instrument formula spelling device - Google Patents
Combination steel form instrument formula spelling device Download PDFInfo
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- CN204754191U CN204754191U CN201520458739.7U CN201520458739U CN204754191U CN 204754191 U CN204754191 U CN 204754191U CN 201520458739 U CN201520458739 U CN 201520458739U CN 204754191 U CN204754191 U CN 204754191U
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Abstract
本实用新型涉及一种组合钢模板工具式组拼装置,包括混凝土墙体两侧相互对应的组拼槽钢和组合钢模,组合钢模、及组拼槽钢的外侧铺设有钢管横向钢楞,组拼槽钢的腹板上分布有一排对拉螺栓孔,墙体两侧对应的组拼槽钢的对拉螺栓孔穿入对拉螺栓将两组拼槽钢固接,对拉螺栓的两端分别穿过与其对应的钢管横向钢楞后用固定件固定,组拼槽钢两侧翼缘板上均分布有一排U型卡孔,U型卡孔中穿入U型卡将组拼槽钢的翼缘板与组合钢模板的边肋固接。本实用新型避免了在组合钢模板面多次开穿墙螺栓孔损坏钢模板的问题,提高了模板整体刚度,该装置既可以散拼法施工,又可与宽面组合钢模板拼装成大模板,且墙、柱结构平整,减少了模板拼缝,提高了工效。
The utility model relates to a combined steel formwork tool-type assembly device, which includes assembled channel steels and combined steel molds corresponding to each other on both sides of a concrete wall, and the outer sides of the combined steel molds and assembled channel steels are laid with steel pipe transverse steel corrugations , There is a row of split bolt holes distributed on the web of the combined channel steel, and the corresponding split bolt holes of the combined channel steel on both sides of the wall penetrate the split bolts to fix the two groups of split channel steels, and the split bolt holes The two ends pass through the corresponding steel pipe horizontal corrugated and then fixed with fixing parts. A row of U-shaped card holes are distributed on the flange plates on both sides of the combined channel steel, and the U-shaped cards are inserted into the U-shaped card holes to assemble the channel. The steel flange plate is fixedly connected with the side rib of the combined steel formwork. The utility model avoids the problem that the steel formwork is damaged by repeatedly opening through wall bolt holes on the surface of the combined steel formwork, and improves the overall rigidity of the formwork. , and the wall and column structures are flat, which reduces the formwork seams and improves work efficiency.
Description
技术领域 technical field
本实用新型属于建筑领域,涉及一种组拼装置,具体涉及一种用于建筑施工组合钢模板的工具式组拼装置。 The utility model belongs to the construction field and relates to a assembling device, in particular to a tool-type assembling device for combining steel templates in building construction.
背景技术 Background technique
在建筑工程施工中,墙体结构、大截面柱等结构使用组合钢模板时,需用对拉螺栓与模板外侧钢楞进行拉结紧固。对拉螺栓布置间距大小对模板整体刚度有直接影响,不同截面、不同高度的混凝土构件,其模板的对拉螺栓设置间距不同,往往在模板上多次开孔、重复修补,造成模板面不平整,影响混凝土构件的质量和外观。另外,组合钢模板现场拼装与竹(木)胶合板模板相比工效相对低、且模板拼缝较多,所以近年来组合钢模板应用相对较少。 In the construction of construction projects, when the combined steel formwork is used in the wall structure, large cross-section column and other structures, it is necessary to fasten the tie bolts and the outer steel corrugation of the formwork. The spacing of the tension bolts has a direct impact on the overall rigidity of the formwork. Concrete members with different cross-sections and different heights have different spacing between the tension bolts of the formwork, and the formwork often has multiple openings and repeated repairs, resulting in uneven surface of the formwork. , affecting the quality and appearance of concrete members. In addition, compared with bamboo (wood) plywood formwork, the on-site assembly of combined steel formwork is relatively low in work efficiency, and there are more joints in the formwork, so the application of combined steel formwork is relatively less in recent years.
实用新型内容 Utility model content
本实用新型为了克服组合钢模板在使用过程中多次开孔、模板拼缝较多等问题,提供一种组合钢模板工具式组拼装置。 The utility model provides a tool-type assembling device for a combined steel formwork in order to overcome the problems of multiple openings and many joints in the formwork during use of the combined steel formwork.
本实用新型采用如下技术方案:一种组合钢模板工具式组拼装置,包括混凝土墙体,混凝土墙体两侧铺设有相互对应的多组组合钢模板,相邻的组合钢模板之间设有组拼槽钢,组合钢模板及组拼槽钢处于同一平面,组拼槽钢两侧翼缘板上均分布有U型卡孔,U型卡孔中穿入U型卡将翼缘板与其相贴合的组合钢模板的边肋相固接,组拼槽钢的腹板上分布有对拉螺栓孔,对拉螺栓穿入混凝土墙体两侧对应的组拼槽钢上的对拉螺栓孔中,组合钢模板和组拼槽钢的外侧通过钢管横向钢楞加固,对拉螺栓的两端分别穿过与其对应的钢管横向钢楞后用固定件固定。 The utility model adopts the following technical scheme: a combined steel formwork tool-type assembling device, including a concrete wall, and multiple sets of combined steel formworks corresponding to each other are laid on both sides of the concrete wall, and there are sets between adjacent combined steel formworks. Assembled channel steel, combined steel formwork and assembled channel steel are on the same plane, U-shaped card holes are distributed on the flange plates on both sides of the assembled channel steel, and U-shaped cards are inserted into the U-shaped card holes to connect the flange plate with it. The side ribs of the bonded combined steel formwork are fixedly connected, and the web plate of the combined channel steel is distributed with tension bolt holes, and the tension bolts penetrate into the corresponding tension bolt holes on the combined channel steel on both sides of the concrete wall In the above, the outer side of the combined steel formwork and assembled channel steel is reinforced by steel pipe transverse corrugations, and the two ends of the pull bolts pass through the corresponding steel pipe transverse corrugations respectively and are then fixed with fixing pieces.
优选的,所述的固定件包括3形扣件和螺母,3形扣件套装于对拉螺栓的端部卡住钢管横向钢楞,然后通过螺母固定。 Preferably, the fixing part includes a 3-shaped fastener and a nut, and the 3-shaped fastener is set on the end of the pull bolt to clamp the steel pipe transverse steel corrugation, and then fixed by the nut.
优选的,组拼槽钢的一端固接有呈U形的圆钢吊环。 Preferably, one end of the assembled channel steel is fixedly connected with a U-shaped round steel lifting ring.
本实用新型的有益效果是:在施工混凝土剪力墙、挡土墙、大截面柱等结构时,既可利用该装置进行散拼法施工,又可利用该装置与宽面组合钢模板组拼成大模板,用吊车吊装至施工部位后,通过对拉螺栓及3形扣件扣紧两侧钢楞及模板即完成模板加固。采用该装置后不需要在组合钢模板上开设对拉螺栓孔,避免了模板上多次开孔、重复修补,造成模板面不平整,影响混凝土构件观感质量的问题;同时由于槽钢刚度较大、且槽钢与模板形成一体,可提高模板整体刚度;采用地面组拼、吊车吊装的方法,既提高了工效,又减少了模板拼缝,可保证墙、柱结构平整度及观感质量;该装置组拼灵活、通用性强、可重复利用、使用寿命长、施工摊销底、应用范围较广,符合国家“以钢代木”的政策。 The beneficial effects of the utility model are: when constructing structures such as concrete shear walls, retaining walls, and large cross-section columns, the device can be used for construction by loose assembly, and the device can be combined with wide-surface combined steel formwork After forming a large formwork and hoisting it to the construction site with a crane, the steel corrugations and formwork on both sides are fastened by the pull bolts and 3-shaped fasteners to complete the formwork reinforcement. After adopting this device, there is no need to open half-bolt holes on the combined steel formwork, which avoids the problem of multiple openings and repeated repairs on the formwork, which will cause the formwork surface to be uneven and affect the quality of concrete components; at the same time, due to the high rigidity of the channel steel , and the channel steel is integrated with the formwork, which can improve the overall rigidity of the formwork; the method of ground assembly and crane hoisting not only improves the work efficiency, but also reduces the joints of the formwork, which can ensure the flatness and visual quality of the wall and column structure; The device assembly is flexible, versatile, reusable, long service life, low construction amortization, wide application range, in line with the national policy of "substituting steel for wood".
附图说明 Description of drawings
图1.是本实用新型的结构示意图; Fig. 1. is the structural representation of the utility model;
图2.是本实用新型的工具式组拼装置立体图。 Figure 2 is a perspective view of the tool-type assembly device of the present invention.
图中:1、组拼槽钢,2、穿对拉螺栓孔,3、U型卡孔,4、圆钢吊环,5、组合钢模板,6、U型卡,7、钢管横向钢楞,8、对拉螺栓,9、3形扣件,10、螺母,11、混凝土墙体。 In the figure: 1. Assembling channel steel, 2. Holes for cross-tie bolts, 3. U-shaped clamping holes, 4. Round steel lifting rings, 5. Combined steel formwork, 6. U-shaped clamps, 7. Horizontal corrugation of steel pipes, 8. Pull bolts, 9. 3-shaped fasteners, 10. Nuts, 11. Concrete walls.
具体实施方式 Detailed ways
下面结合附图对本实用新型做进一步详细说明: Below in conjunction with accompanying drawing, the utility model is described in further detail:
如图1所示,一种组合钢模板工具式组拼装置,包括混凝土墙体11,混凝土墙体11两侧铺设有相互对应的组拼槽钢1和组合钢模5,组合钢模5、及组拼槽钢1处于同一平面,组合钢模5和组拼槽钢1间隔铺设,组合钢模5和组拼槽钢1的外侧通过钢管横向钢楞7加固;组拼槽钢1的腹板上分布有一排对拉螺栓孔2,将对拉螺栓8穿入混凝土墙体两侧对应的组拼槽钢1的对拉螺栓孔2将墙体两侧的两组拼槽钢1固接,对拉螺栓8的两端分别穿过与其对应的钢管横向钢楞7并用固定件固定,所述的固定件包括3形扣件9和螺母10,3形扣件9套装在对拉螺栓8的端部卡住钢管横向钢楞7,然后旋接螺母10固定,组拼槽钢1两侧的翼缘板上均分布有一排U型卡孔3,U型卡孔3中穿入U型卡6将组拼槽钢1的翼缘板与组合钢模板5的边肋相固接。组拼槽钢1的一端固接有圆钢吊环4,圆钢吊环4呈U形,U形圆钢吊环4的两端固接于组拼槽钢1的端头。 As shown in Figure 1, a combined steel formwork tool type assembling device includes a concrete wall 11, and the two sides of the concrete wall 11 are laid with mutually corresponding assembling channel steel 1 and combined steel mold 5, combined steel mold 5, and assembled channel steel 1 are on the same plane, combined steel form 5 and assembled channel steel 1 are laid at intervals, and the outer sides of combined steel mold 5 and assembled channel steel 1 are reinforced by steel pipe transverse corrugated 7; There is a row of split bolt holes 2 distributed on the board, and the split bolts 8 are penetrated into the split bolt holes 2 of the corresponding combined channel steel 1 on both sides of the concrete wall to fix the two sets of split channel steel 1 on both sides of the wall , the two ends of the pull bolts 8 pass through the corresponding steel pipe transverse corrugations 7 and are fixed with fixing parts, the fixing parts include 3-shaped fasteners 9 and nuts 10, and the 3-shaped fasteners 9 are set on the pull bolts 8 The end of the steel pipe clamps the horizontal corrugated steel pipe 7, and then the screw nut 10 is fixed, and a row of U-shaped clamping holes 3 are distributed on the flange plates on both sides of the assembled channel steel 1, and U-shaped clamping holes 3 penetrate into the U-shaped clamping holes 3. Card 6 affixes the flange plate of assembled channel steel 1 and the side rib of combined steel template 5 . One end of the assembled channel steel 1 is fixedly connected with a round steel lifting ring 4 , the round steel lifting ring 4 is U-shaped, and the two ends of the U-shaped round steel lifting ring 4 are fixedly connected with the ends of the assembled channel steel 1 .
实施例1Example 1
在施工混凝土剪力墙、挡土墙、大截面柱等结构时,先将组拼槽钢1与组合钢模板5间隔铺设,组拼槽钢1的翼缘板与组合钢模板5的边肋用U型卡6穿入翼缘板的U型卡孔3将翼缘板与边肋相连接,即完成大模板初步拼装,然后利用组拼槽钢1上的圆钢吊环4用吊车将拼装的大模板吊至施工部位,再用对拉螺栓8穿入混凝土墙体11两侧组拼槽钢的对拉螺栓孔2,将混凝土墙体11两侧的组拼槽钢1相连,组拼槽钢1和组合钢模板5外侧用钢管横向钢楞7加固,钢楞采用两根φ48×3.5钢管,对拉螺栓8两端分别穿入与其对应的钢管横向钢楞7中间,对拉螺栓端头套装3形扣件9卡住钢管横向钢楞7后,再用螺母10拧紧,与外侧支撑架体连接形成整体模板体系。 When constructing structures such as concrete shear walls, retaining walls, and large-section columns, firstly lay the combined channel steel 1 and the combined steel formwork 5 at intervals, and then lay the flange plates of the combined channel steel 1 and the side ribs of the combined steel formwork 5 Use the U-shaped card 6 to penetrate the U-shaped card hole 3 of the flange plate to connect the flange plate with the side rib, that is, complete the preliminary assembly of the large formwork, and then use the round steel ring 4 on the channel steel 1 to assemble it with a crane. The large formwork of the concrete wall 11 is hoisted to the construction site, and then the pull bolts 8 are used to penetrate the pull bolt holes 2 of the assembled channel steels on both sides of the concrete wall 11, and the assembled channel steels 1 on both sides of the concrete wall 11 are connected, and the assembled The outside of the channel steel 1 and the combined steel formwork 5 are reinforced with steel pipe transverse corrugations 7. The steel corrugations use two φ48×3.5 steel pipes. After the head suit 3-shaped fastener 9 blocks the horizontal steel corrugation 7 of the steel pipe, it is tightened with a nut 10, and is connected with the outer support frame body to form an overall formwork system.
实施例2Example 2
在施工混凝土剪力墙、挡土墙、大截面柱等结构时,如利用该装置进行散拼法施工时,先将两组组拼槽钢1用对拉螺栓8临时固定,再在墙体两侧用U型卡6与组合钢模板5逐块组拼,然后在对拉螺栓8两端用3形扣件9卡住两侧钢管横向钢楞7后,再用螺母10拧紧,与外侧支撑架体连接形成整体模板体系。 When constructing structures such as concrete shear walls, retaining walls, and large-section columns, if the device is used for loose-fitting construction, the two groups of channel steel 1 are temporarily fixed with pull bolts 8, and then fixed on the wall. Use U-shaped clips 6 and combined steel formwork 5 on both sides to assemble piece by piece, and then use 3-shaped fasteners 9 to clamp the horizontal steel corrugations 7 of both sides of the pull bolt 8, and then tighten them with nuts 10 to connect with the outside The supporting frames are connected to form an overall formwork system.
Claims (3)
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520458739.7U CN204754191U (en) | 2015-06-30 | 2015-06-30 | Combination steel form instrument formula spelling device |
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| CN201520458739.7U CN204754191U (en) | 2015-06-30 | 2015-06-30 | Combination steel form instrument formula spelling device |
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| CN204754191U true CN204754191U (en) | 2015-11-11 |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888245A (en) * | 2016-06-28 | 2016-08-24 | 深圳汇林达科技有限公司 | Pull rod and pull piece structure of wall body mold plate |
| CN105971269A (en) * | 2016-06-28 | 2016-09-28 | 深圳汇林达科技有限公司 | Wallboard structure with template screw hole positions standardized |
| CN108060774A (en) * | 2017-11-21 | 2018-05-22 | 上海建工五建集团有限公司 | Exempt from punch template system and its construction method |
| CN108590167A (en) * | 2018-06-29 | 2018-09-28 | 绍兴明煌建材科技有限公司 | Concrete setting formwork structure and its building method |
| CN108755705A (en) * | 2018-07-12 | 2018-11-06 | 中国建筑第八工程局有限公司 | Exempt from branch die combination purlin and its construction method |
| CN110056187A (en) * | 2019-05-27 | 2019-07-26 | 中建四局第四建筑工程有限公司 | A kind of steel gang form sets up structure |
| CN111173256A (en) * | 2020-02-19 | 2020-05-19 | 中国二十二冶集团有限公司 | Building wood formwork and its formwork construction method |
| CN113700296A (en) * | 2021-08-30 | 2021-11-26 | 北京戴氏华远金属制品有限公司 | Quick locate mode square column steel form subassembly |
-
2015
- 2015-06-30 CN CN201520458739.7U patent/CN204754191U/en not_active Expired - Lifetime
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888245A (en) * | 2016-06-28 | 2016-08-24 | 深圳汇林达科技有限公司 | Pull rod and pull piece structure of wall body mold plate |
| CN105971269A (en) * | 2016-06-28 | 2016-09-28 | 深圳汇林达科技有限公司 | Wallboard structure with template screw hole positions standardized |
| CN108060774A (en) * | 2017-11-21 | 2018-05-22 | 上海建工五建集团有限公司 | Exempt from punch template system and its construction method |
| CN108590167A (en) * | 2018-06-29 | 2018-09-28 | 绍兴明煌建材科技有限公司 | Concrete setting formwork structure and its building method |
| CN108755705A (en) * | 2018-07-12 | 2018-11-06 | 中国建筑第八工程局有限公司 | Exempt from branch die combination purlin and its construction method |
| CN110056187A (en) * | 2019-05-27 | 2019-07-26 | 中建四局第四建筑工程有限公司 | A kind of steel gang form sets up structure |
| CN110056187B (en) * | 2019-05-27 | 2024-05-24 | 中建四局建设发展有限公司 | Building structure of steel combined template |
| CN111173256A (en) * | 2020-02-19 | 2020-05-19 | 中国二十二冶集团有限公司 | Building wood formwork and its formwork construction method |
| CN111173256B (en) * | 2020-02-19 | 2024-04-12 | 中国二十二冶集团有限公司 | Building wood formwork and formwork construction method thereof |
| CN113700296A (en) * | 2021-08-30 | 2021-11-26 | 北京戴氏华远金属制品有限公司 | Quick locate mode square column steel form subassembly |
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