CN212026786U - A fastener device suitable for detachable steel truss floor deck - Google Patents
A fastener device suitable for detachable steel truss floor deck Download PDFInfo
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Abstract
本实用新型公开了一种适用于可拆卸式钢筋桁架楼承板的扣件装置,包括若干扣件本体,扣件本体两排为一组间隔均匀的固定安装在底模上,在底模对应扣件本体的位置上分别钻孔,并通过自攻螺钉从底模底部自下而上穿过底模的孔并将扣件本体固定在底模上;扣件本体上开设有一个具有自由端的迂回槽,迂回槽由水平卡槽和竖向卡槽构成,迂回槽用于放置钢筋桁架。本专利的新型扣件装置与钢筋桁架的固定方法简单、容易操作,而且扣件结构简单合理、重量轻,大大节省了成本;本专利的扣件本体上设置有迂回槽,钢筋桁架在安装过程中不需要对下弦钢筋进行横向挤压,简化了制作工序,同时实现了更为高效、快捷的精准定位。
The utility model discloses a fastener device suitable for a detachable steel bar truss floor deck, comprising a plurality of fastener bodies, two rows of fastener bodies are fixedly installed on a bottom mold in a set of uniform intervals, and the bottom mold corresponds to The position of the fastener body is drilled respectively, and the self-tapping screw is passed through the hole of the bottom mold from bottom to top from the bottom of the bottom mold and the fastener body is fixed on the bottom mold; the fastener body is provided with a free end. Detour slot, detour slot consists of horizontal slot and vertical slot, detour slot is used to place steel truss. The fixing method of the new fastener device and the steel bar truss of the patent is simple and easy to operate, and the fastener structure is simple and reasonable, and the weight is light, which greatly saves the cost; There is no need to laterally extrude the lower chord steel bars, which simplifies the production process and achieves more efficient, fast and precise positioning.
Description
技术领域technical field
本实用新型涉及一种扣件装置,特别涉及一种用于可拆卸式钢筋桁架楼承板的扣件装置,属于建筑工程技术领域。The utility model relates to a fastener device, in particular to a fastener device for a detachable steel bar truss floor slab, belonging to the technical field of construction engineering.
背景技术Background technique
钢结构装配式结构在我们国家发展非常迅速,尤其是装配式钢结构住宅和高层钢结构办公楼。在国家政策的鼓励下,钢结构装配式住宅的体系得到了长足的发展。普通的钢结构桁架楼承板已不能满足用户的需求,普通钢筋桁架的底板为镀锌钢板,很容易发生锈蚀,影响室内效果,并且镀锌钢板的表面不容易抹灰,进行二次装修需要花费大量的人工和造价。从住宅用户的角度来说,他们更喜欢混凝土楼板底面是传统的抹灰层而不是镀锌钢板。因此在住宅中需要采用可拆底模的钢筋桁架楼承板。在楼板混凝土浇筑完成后,将底模从扣件上拆除,露出混凝土表面,然后在混凝土表面进行抹灰作业。Steel structure prefabricated structures are developing very rapidly in our country, especially prefabricated steel structure residential buildings and high-rise steel structure office buildings. Under the encouragement of national policies, the system of steel structure prefabricated houses has been developed by leaps and bounds. Ordinary steel structure truss floor deck can no longer meet the needs of users. The bottom plate of ordinary steel truss is galvanized steel plate, which is prone to corrosion and affects the indoor effect. The surface of galvanized steel plate is not easy to be plastered, so it is necessary to carry out secondary decoration. Cost a lot of labor and cost. From the perspective of residential users, they prefer the underside of the concrete floor to be a traditional plaster layer rather than galvanized steel. Therefore, it is necessary to use a reinforced truss floor deck with a removable bottom form in a residence. After the slab concrete is poured, the bottom form is removed from the fastener to expose the concrete surface, and then plastering is performed on the concrete surface.
但是现有楼承板的钢筋桁架与扣件的安装过程较复杂,生产时通过机械操作将钢筋桁架安装到卡槽里,卡槽在扣件的侧面。制作时需要将钢筋桁架的两根下弦钢筋横向挤压变窄,然后再卡进扣件侧面的卡槽内,容易对钢筋桁架的纵向钢筋产生附加应力或者塑性变形,对楼板的受力产生不利影响。同时现有传统连接扣件对材质强度要求高,制作成本较高。However, the installation process of the reinforcement trusses and fasteners of the existing floor deck is relatively complicated. During production, the reinforcement trusses are installed into the clamping grooves through mechanical operations, and the clamping grooves are on the side of the fasteners. During production, the two lower chord steel bars of the steel bar truss need to be squeezed and narrowed laterally, and then clamped into the grooves on the side of the fastener, which is easy to generate additional stress or plastic deformation on the longitudinal steel bars of the steel bar truss, which is unfavorable to the force of the floor slab. influences. At the same time, the existing traditional connecting fasteners have high requirements on material strength and high production costs.
实用新型内容Utility model content
本实用新型的目的在于,提供一种适用于可拆卸式钢筋桁架楼承板的扣件装置,其可以实现钢筋桁架楼承板和扣件的快速连接及拆卸。The purpose of the utility model is to provide a fastener device suitable for a detachable steel truss floor deck, which can realize the quick connection and disassembly of the steel truss floor deck and the fastener.
为实现上述目的,本实用新型采用的技术方案在于,一种适用于可拆卸式钢筋桁架楼承板的扣件装置,包括若干扣件本体,所述扣件本体两排为一组间隔均匀的固定安装在底模上,在所述底模对应扣件本体的位置上分别钻孔,并通过自攻螺钉从底模底部自下而上穿过底模的孔并将扣件本体固定在底模上;所述扣件本体上开设有一个具有自由端的迂回槽,所述迂回槽由水平卡槽和竖向卡槽构成,所述迂回槽用于放置钢筋桁架。In order to achieve the above purpose, the technical solution adopted by the present invention is that a fastener device suitable for a detachable reinforced truss floor deck comprises a plurality of fastener bodies, and the two rows of the fastener bodies are a group of evenly spaced ones. It is fixedly installed on the bottom mold, drill holes in the position corresponding to the fastener body of the bottom mold, and pass through the holes of the bottom mold from bottom to top through the self-tapping screw from the bottom of the bottom mold to fix the fastener body on the bottom. A circuitous groove with a free end is opened on the fastener body, the circuitous groove is composed of a horizontal clamping groove and a vertical clamping groove, and the circuitous groove is used for placing the steel bar truss.
作为优选,所述钢筋桁架包括上弦钢筋、下弦钢筋和腹杆钢筋,所述下弦钢筋有两根,所述腹杆钢筋用于连接两根下弦钢筋和上弦钢筋;Preferably, the steel bar truss includes upper chord steel bars, lower chord steel bars and web bars, there are two lower chord bars, and the web bars are used to connect the two lower chord bars and the upper chord bars;
所述腹杆钢筋在与下弦钢筋接触的部位还设置有水平平直部,所述水平平直部两端分别通过连接部与腹杆钢筋主体连接并形成一个挂耳,所述水平平直部在钢筋桁架安装到位时其就位位置在水平卡槽内,且水平平直部与下弦钢筋平行。The said web bar is also provided with a horizontal straight part at the part in contact with the lower chord bar, and the two ends of the horizontal straight part are respectively connected with the main body of the web bar through the connecting part to form a hanging lug. When the steel bar truss is installed in place, its seat position is in the horizontal slot, and the horizontal straight part is parallel to the lower chord steel bar.
在本专利中,扣件本体通过自攻螺钉固定在底模上,当浇筑完成后,拆卸掉自攻螺钉,从而将底模拆掉。在扣件本体与钢筋桁架连接过程中,本专利中在扣件本体的顶端处开设有一个迂回槽,该迂回槽由水平卡槽和竖向卡槽构成,且水平卡槽和竖向卡槽形成L状。In this patent, the fastener body is fixed on the bottom mold by self-tapping screws, and when the pouring is completed, the self-tapping screws are removed to remove the bottom mold. During the connection between the fastener body and the steel bar truss, in this patent, a detour slot is provided at the top of the fastener body. The detour slot is composed of a horizontal slot and a vertical slot, and the horizontal slot and the vertical slot are Form an L shape.
其安装过程为:Its installation process is:
(1)将钢筋桁架放置到扣件的预定位置:把钢筋桁架从上往下放置,将腹杆钢筋水平平直部从迂回槽的自由端进入竖向卡槽,再将钢筋桁架沿向水平卡槽内侧推移,于是钢筋桁架就位;(1) Place the steel bar truss at the predetermined position of the fastener: place the steel bar truss from top to bottom, insert the horizontal straight part of the web bar from the free end of the circuitous slot into the vertical slot, and then place the steel bar truss horizontally. The inside of the slot is moved, so the steel truss is in place;
(2)对钢筋桁架进行限位:扣件本体在顶部设置有竖直方向的螺钉孔,可以自上而下拧紧自攻螺钉,自攻螺钉从顶部贯穿水平卡槽,对腹杆钢筋进行限位;(2) Limit the steel truss: the fastener body is provided with vertical screw holes at the top, and the self-tapping screws can be tightened from top to bottom. The self-tapping screws penetrate the horizontal slot from the top to limit the reinforcement of the web bit;
(3)在混凝土浇筑完成后,底模从扣件本体上可以方便拆除,且拆除过程中不损坏混凝土,模板可以实现重复利用。(3) After the concrete is poured, the bottom formwork can be easily removed from the fastener body, and the concrete will not be damaged during the removal process, and the formwork can be reused.
本实用新型的有益效果:本专利的新型扣件装置与钢筋桁架的固定方法简单、容易操作,而且扣件结构简单合理、重量轻,大大节省了成本;本专利的扣件本体上设置有迂回槽,钢筋桁架在安装过程中不需要对下弦钢筋进行横向挤压,简化了制作工序;而且,扣件本体上的迂回槽设置实现了更为高效、快捷的精准定位;同时采用竹胶板的底模可以更容易的拆除底模。The beneficial effects of the utility model: the fixing method of the novel fastener device of the present patent and the steel bar truss is simple and easy to operate, and the fastener structure is simple and reasonable, and the weight is light, which greatly saves the cost; the fastener body of the patent is provided with a circuitous circuit. groove, the steel bar truss does not need to laterally extrude the lower chord steel bars during the installation process, which simplifies the production process; moreover, the circuitous groove setting on the fastener body achieves more efficient, fast and accurate positioning; at the same time, bamboo plywood is used for The counter form allows for easier removal of the counter form.
附图说明Description of drawings
为了更清楚地说明本实用新型的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍。In order to illustrate the technical solutions of the present invention more clearly, the following briefly introduces the accompanying drawings required for the description of the embodiments or the prior art.
图1为本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;
图2为图1的主视图;Fig. 2 is the front view of Fig. 1;
图3为图1中A的局部放大图;Fig. 3 is a partial enlarged view of A in Fig. 1;
图4为扣件本体的结构示意图;4 is a schematic structural diagram of a fastener body;
图5为扣件本体的结构示意图;5 is a schematic structural diagram of a fastener body;
图6为钢筋桁架和扣件本体的连接结构示意图;Figure 6 is a schematic diagram of the connection structure of the steel bar truss and the fastener body;
图7为图6的俯视图;Fig. 7 is the top view of Fig. 6;
图8为腹杆钢筋的结构示意图Figure 8 is a schematic diagram of the structure of the web reinforcement
图9为图8的俯视图;Fig. 9 is the top view of Fig. 8;
图10为本实用新型另一种实施例的结构示意图;10 is a schematic structural diagram of another embodiment of the present invention;
图中:1.扣件本体,2.底模,3.自攻螺钉,4.迂回槽,5.水平卡槽,6.竖向卡槽,7.钢筋桁架,8.自由端,9.上弦钢筋,10.下弦钢筋,11.腹杆钢筋,12.水平平直部,13.连接部,14.限位装置,15.倒角部,16.固定耳座。In the picture: 1. Fastener body, 2. Bottom die, 3. Self-tapping screw, 4. Detour slot, 5. Horizontal clip slot, 6. Vertical clip slot, 7. Rebar truss, 8. Free end, 9. Top string bar, 10. Bottom string bar, 11. Web bar bar, 12. Horizontal straight part, 13. Connecting part, 14. Limiting device, 15. Chamfering part, 16. Fixed ear seat.
具体实施方式Detailed ways
为了使本技术领域的人员更好地理解本申请中的技术方案,下面将结合实施例对本申请中的技术方案进行清楚、完整地描述。In order to make those skilled in the art better understand the technical solutions in the present application, the technical solutions in the present application will be clearly and completely described below with reference to the embodiments.
实施例一Example 1
如图1-图9所示,本实用新型公开了一种适用于可拆卸式钢筋桁架楼承板的扣件装置,包括若干扣件本体1,所述扣件本体1为高强度塑料制成,所述扣件本体1两排为一组间隔均匀的固定安装在底模2上,在所述底模2对应扣件本体1的位置上分别钻孔,并通过自攻螺钉3从底模2底部自下而上穿过底模2的孔并将扣件本体1固定在底模2上;所述扣件本体1上开设有一个具有自由端8的迂回槽4,所述迂回槽4由水平卡槽5和竖向卡槽6构成,所述迂回槽4用于放置钢筋桁架7。As shown in Figures 1-9, the present utility model discloses a fastener device suitable for a detachable reinforced truss floor deck, comprising a plurality of
在本专利中,扣件本体1通过自攻螺钉3从底模2底部自下而上固定扣件本体方便了浇筑后底模1的拆除。同时迂回槽4的设置不仅实现了钢筋桁架7的快速、精准定位,同时在安装过程中不需要对下弦钢筋进行横向挤压,简化了制作工序。In this patent, the
所述钢筋桁架7包括上弦钢筋9、下弦钢筋10和腹杆钢筋11,所述下弦钢筋10有两根,所述腹杆钢筋10用于连接两根下弦钢筋10和上弦钢筋9;The steel bar truss 7 includes upper chord bars 9, lower chord bars 10 and web bars 11, there are two lower chord bars 10, and the web bars 10 are used to connect two lower chord bars 10 and upper chord bars 9;
所述腹杆钢筋11在与下弦钢筋10接触的部位还设置有水平平直部12,所述水平平直部12两端分别通过连接部13与腹杆钢筋11主体连接并形成一个挂耳,所述水平平直部12在钢筋桁架7安装到位时其就位位置在水平卡槽5内,且水平平直部2与下弦钢筋10平行。The
所述水平平直部12位于下弦钢筋10的外侧,且水平平直部12和下弦钢筋10之间形成安装距离。The horizontal
在本专利中对钢筋桁架的结构做了创新性设计,即在腹杆钢筋11与下弦钢筋10接触的部位设置有水平平直部12,且水平平直部12与下弦钢筋10之间预留一定的安装距离。在钢筋桁架7安装过程中,将钢筋桁架7自上而下放下来,下弦钢筋10顺着扣件本体1的迂回槽4的自由端8进入竖向卡槽6,然后再水平推移钢筋桁架7进入水平卡槽,使得庞大的钢架桁架放入扣件本体变得十分方便和精准,不需对钢筋桁架做过多的调整。In this patent, an innovative design is made for the structure of the steel bar truss, that is, a horizontal
所述钢筋桁架7安装就位后通过限位装置14对腹杆钢筋11的水平平直部12进行限位,所述限位装置14可以为自攻螺钉或者开口销或者螺栓,在本实施例中优选自攻螺钉,所述自攻螺钉从自由端8的倒角部15穿过并攻入水平卡槽5内,所述自由端8即竖向卡槽6的开口端位于扣件本体1的顶部侧边。After the steel bar truss 7 is installed in place, the horizontal
通过采用限位装置对本专利的钢筋桁架进行了二次限位,充分保证了钢筋桁架放入扣件本体后的定位和稳固性。在本专利中水平卡槽5和竖向卡槽6在结构上形成一个L状的结构,可以对钢筋桁架7的腹杆钢筋11起到限定作用。The steel truss of the present patent is subjected to a secondary limit by using a limit device, which fully guarantees the positioning and stability of the steel truss after it is put into the fastener body. In this patent, the
在安装时,每组两排所述扣件本体1均同向设置,即迂回槽4的开口方向一致,当水平平直部12就位后,限位装置14将水平平直部12固定住。During installation, each group of two rows of the
之所以扣件本体1采用同向设置,是因为当开口朝一个方向,直接就可以将钢筋桁架整体一起滑入迂回槽4内进行整体安装了,十分方便。The reason why the
当钢筋桁架7就位后,限位装置14(此时限位装置14选择自攻螺钉)。所述自攻螺钉一个位于水平平直部内侧,一个位于水平平直部外侧,将水平平直部12进行固定住。When the steel bar truss 7 is in place, the limiting device 14 (at this time, the limiting
当然扣件本体也可以采用对称方式进行设置,在本实施例中优选扣件本体1同向安装。Of course, the fastener body can also be arranged in a symmetrical manner. In this embodiment, the
实施例二
在本实施例中,限位装置14为螺栓,其它主体结构与实施例一相同,在此不再赘述。In this embodiment, the limiting
如图10所示,位于所述水平卡槽5侧边的上下两端上分别设置有固定耳座16,所述固定耳座16设置有内螺纹,螺栓穿过上下两个固定耳座16对腹杆钢筋11的水平平直部12进行限位。As shown in FIG. 10 , the upper and lower ends of the side of the
当水平平直部12就位后,固定耳座16位于水平平直部12的外侧或者内侧,并分别将水平平直部12固定在水平卡槽5内。所述固定耳座16可以设置在扣件本体1前后两侧的任意一侧即可实现对水平平直部12的限位。After the horizontal
在其它实施例中,限位装置14还可以为开口销或者销口栓,当使用开口销时,与其配套的固定耳16内则不需要配制内螺纹,为普通的通孔即可。In other embodiments, the limiting
在上述两个实施例中,所述底模2为竹胶板、塑木板、压型不锈钢板或者玻璃钢板中的任一种,本专利中优选为竹胶板,当然也可以为其它类似模板,本专利中不在赘述,只要方便拆除的模板都在本专利的保护范围内。In the above-mentioned two embodiments, the
其使用方法为:Its usage is:
(1)在底模2对应扣件本体1的位置处钻孔,然后将扣件本体1摆放到底模2上,用机械设备或者人工将自攻螺钉3拧入孔中,从而将扣件本体固定到底模2上;(1) Drill a hole at the position of the
(2)将钢筋桁架7从上往下放置在扣件本体1顶部的自由端8中,从而进入竖向卡槽6,然后再垂直给钢筋桁架施加向下的压力,把钢筋桁架顺着迂回槽4的路径推移进水平卡槽5内;(2) Place the steel bar truss 7 in the
(3)用限位装置14对钢筋桁架的腹杆钢筋的水平平直部12进行限位,本专利优选自攻螺钉从自由端8的倒角部15穿过并攻入水平卡槽5内,从而实现对腹杆钢筋11的水平平直部12进行限位;(3) Use the limiting
(4)在混凝土楼板浇注完成以后,可以拆除底模2下的自攻螺钉3,使得底模可以拆除,从而使得混凝土表面露出来,可以使底模2重复利用。(4) After the concrete floor slab is poured, the self-tapping
本专利的新型扣件装置与钢筋桁架的固定方法简单、容易操作,而且扣件结构简单合理、重量轻,大大节省了成本;本专利的扣件本体上设置有迂回槽,钢筋桁架在安装过程中不需要对下弦钢筋进行横向挤压,简化了制作工序;而且,扣件本体上的迂回槽设置实现了更为高效、快捷的精准定位;同时采用竹胶板的底模可以更容易的拆除底模。The fixing method of the new fastener device and the steel bar truss of the patent is simple and easy to operate, and the fastener structure is simple and reasonable, and the weight is light, which greatly saves the cost; There is no need to laterally extrude the lower chord steel bars, which simplifies the production process; moreover, the circuitous grooves on the fastener body realize more efficient, fast and precise positioning; at the same time, the bottom mold using bamboo plywood can be removed more easily Bottom mold.
所描述的实施例只是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The described embodiments are only some, but not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work fall within the protection scope of the present invention.
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113250449A (en) * | 2021-06-21 | 2021-08-13 | 江苏昊钢建筑科技有限公司 | Assembled steel bar truss building carrier plate |
| CN113463806A (en) * | 2021-08-13 | 2021-10-01 | 西安五和土木工程新材料有限公司 | Disassembly-free bottom die truss floor bearing plate and manufacturing method thereof |
| CN113846790A (en) * | 2021-10-26 | 2021-12-28 | 天津洪晟基业建材有限公司 | Novel assembly type floor bearing plate assembly construction method |
| CN113931364A (en) * | 2021-10-29 | 2022-01-14 | 筑友智造建设科技集团有限公司 | Construction method of prestressed thin plate with detachable ribs and laminated slab |
| CN114411948A (en) * | 2022-01-20 | 2022-04-29 | 唐山德旺建材有限公司 | Connecting piece convenient for quick connection between truss and plate |
| CN116122478A (en) * | 2023-01-17 | 2023-05-16 | 中南建筑设计院股份有限公司 | A prefabricated floor formwork reinforcement integrated full-professional integrated system |
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2020
- 2020-04-14 CN CN202020547147.3U patent/CN212026786U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113250449A (en) * | 2021-06-21 | 2021-08-13 | 江苏昊钢建筑科技有限公司 | Assembled steel bar truss building carrier plate |
| CN113463806A (en) * | 2021-08-13 | 2021-10-01 | 西安五和土木工程新材料有限公司 | Disassembly-free bottom die truss floor bearing plate and manufacturing method thereof |
| CN113846790A (en) * | 2021-10-26 | 2021-12-28 | 天津洪晟基业建材有限公司 | Novel assembly type floor bearing plate assembly construction method |
| CN113931364A (en) * | 2021-10-29 | 2022-01-14 | 筑友智造建设科技集团有限公司 | Construction method of prestressed thin plate with detachable ribs and laminated slab |
| CN114411948A (en) * | 2022-01-20 | 2022-04-29 | 唐山德旺建材有限公司 | Connecting piece convenient for quick connection between truss and plate |
| CN116122478A (en) * | 2023-01-17 | 2023-05-16 | 中南建筑设计院股份有限公司 | A prefabricated floor formwork reinforcement integrated full-professional integrated system |
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