CN220129068U - Precast beam type stair mould - Google Patents

Precast beam type stair mould Download PDF

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CN220129068U
CN220129068U CN202321090464.7U CN202321090464U CN220129068U CN 220129068 U CN220129068 U CN 220129068U CN 202321090464 U CN202321090464 U CN 202321090464U CN 220129068 U CN220129068 U CN 220129068U
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template
driving mechanism
templates
formwork
beam type
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李福坤
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Zhejiang Yian Construction Co ltd
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Zhejiang Yian Construction Co ltd
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Abstract

本实用新型公开了一种预制梁式楼梯模具,涉及楼梯模具技术领域。本实用新型底架,所述底架放置于地面上且上方固设有第一模板,所述第一模板的上方设置有第二模板和两个第三模板,所述第一模板、第二模板、两个第三模板相互抵触且形成闭环。本实用新型,在使用时,使用者通过第一驱动机构和第二驱动机构驱动第二模板和两个第三模板抵触第一模板,然后将钢筋的一端依次穿过两个第三模板,且通过限位机构将若干个密封环分别限制在两个第三模板的两侧,最后将混凝土加注到第一模板、第二模板、两个第三模板形成的闭环内部,等待混凝土凝固后,即可通过一驱动和第二驱动机构分别驱动第二模板和两个第三模板分别脱离凝固完成后的混凝土楼梯。

The utility model discloses a prefabricated beam stair mold, which relates to the technical field of stair molds. The bottom frame of the utility model is placed on the ground and has a first template fixed above it. A second template and two third templates are arranged above the first template. The first template, the second template The template and the two third templates conflict with each other and form a closed loop. When the utility model is in use, the user drives the second formwork and the two third formworks to collide with the first formwork through the first driving mechanism and the second driving mechanism, and then passes one end of the steel bar through the two third formworks in sequence, and Several sealing rings are limited to both sides of the two third formworks through the limiting mechanism. Finally, concrete is poured into the closed loop formed by the first formwork, the second formwork, and the two third formworks. After the concrete solidifies, That is, a driving mechanism and a second driving mechanism can be used to drive the second formwork and the two third formwork respectively to separate from the solidified concrete stairs.

Description

一种预制梁式楼梯模具A kind of prefabricated beam staircase mold

技术领域Technical field

本实用新型涉及楼梯模具技术领域,具体涉及一种预制梁式楼梯模具。The utility model relates to the technical field of stair molds, in particular to a prefabricated beam stair mold.

背景技术Background technique

梁式楼梯是指梯段踏步板直接搁置在斜梁上,斜梁搁置在梯段两端(有时候由于受力需要,斜梁设置三根)的楼梯梁上的楼梯类型,梁式楼梯是带有斜梁的钢筋混凝土楼梯。它由踏步板、斜梁、平台梁和平台板组成;踏步板支承在斜梁上;斜梁和平台板支承在平台梁上;平台梁支承在承重墙或其它承重结构上。梁式楼梯一般适用于大中型楼梯。Beam-type stairs refer to the type of stairs in which the treads of the stair section are placed directly on the inclined beams, and the inclined beams are placed on the stair beams at both ends of the stair section (sometimes, due to stress requirements, three inclined beams are provided). The beam-type stairs are with Reinforced concrete staircase with inclined beams. It consists of treads, inclined beams, platform beams and platform plates; the treads are supported on the inclined beams; the inclined beams and platform plates are supported on the platform beams; the platform beams are supported on load-bearing walls or other load-bearing structures. Beam stairs are generally suitable for large and medium-sized stairs.

在制作梁式楼梯时,往往需要使用到模具进行制作,一般制作方式是在模具法人内部浇灌混凝土,混凝土凝固后,工人师傅再进行拆模以得到一段混凝土楼梯,在浇筑前,一般需要在混凝土的内部埋设钢筋,钢筋不仅可以提高装置的整体稳定性,还可以在楼梯的两端露出一段,用于连接其他混凝土模板,如此,就需要钢筋贯穿于模具的表面,这样在混凝土凝结的过程中,混凝土就有可能从钢筋插接于模具的缝隙处漏出,因此,需要一种新型的预制梁式楼梯模具解决上述的问题。When making beam-type stairs, it is often necessary to use molds. The general production method is to pour concrete inside the mold legal person. After the concrete solidifies, the master workers will remove the mold to obtain a section of concrete stairs. Before pouring, it is generally necessary to pour concrete in the mold. Steel bars are embedded inside. The steel bars can not only improve the overall stability of the device, but also expose a section at both ends of the stairs for connecting other concrete formwork. In this way, the steel bars need to penetrate the surface of the mold, so that during the concrete setting process , concrete may leak from the gap where the steel bars are inserted into the mold. Therefore, a new type of prefabricated beam staircase mold is needed to solve the above problems.

实用新型内容Utility model content

本实用新型为了实现上述目的具体采用以下技术方案:In order to achieve the above purpose, the utility model specifically adopts the following technical solutions:

一种预制梁式楼梯模具,包括底架,所述底架放置于地面上且上方固设有第一模板,所述第一模板的上方设置有第二模板和两个第三模板,所述第一模板、第二模板、两个第三模板相互抵触且形成闭环;A prefabricated beam stair mold includes a bottom frame, which is placed on the ground and has a first formwork fixed above it. A second formwork and two third formwork are provided above the first formwork. The first template, the second template, and the two third templates conflict with each other and form a closed loop;

第一驱动机构和第二驱动机构,所述第一驱动机构和所述第二驱动机构分别驱动所述第二模板和两个所述第三模板沿拼接长度向移动;A first driving mechanism and a second driving mechanism, the first driving mechanism and the second driving mechanism respectively drive the second template and the two third templates to move along the splicing length;

若干个钢筋,若干个所述钢筋用于增加楼梯混凝土的承载能力且两端均分别滑动贯穿于两个所述第三模板的表面;Several steel bars, several of which are used to increase the load-bearing capacity of the stair concrete and both ends of which slide through the surfaces of the two third formworks respectively;

若干个密封环,若干个所述密封环分别设置于两个所述第三模板的两侧且分别滑动套接于若干个所述钢筋的表面,还包括限位机构,所述限位机构用于分别限制若干个所述密封环在若干个所述钢筋表面的位置。A plurality of sealing rings, which are respectively arranged on both sides of the two third templates and are respectively slidably sleeved on the surfaces of several of the steel bars, and also include a limiting mechanism, the limiting mechanism is To respectively limit the positions of several sealing rings on the surfaces of several steel bars.

进一步地,所述底架包括放置于地面上的承重框、若干个连接杆,若干个所述连接杆的两端均分别固定其中于所述承重框内壁的两侧。Further, the chassis includes a load-bearing frame placed on the ground and a plurality of connecting rods, and both ends of the connecting rods are respectively fixed to both sides of the inner wall of the load-bearing frame.

进一步地,所述第一驱动机构包括固定安装于所述承重框顶部的安装板,所述安装板的表面固定安装有液压杆,所述液压杆的输出端固定安装于所述第二模板的表面。Further, the first driving mechanism includes a mounting plate fixedly installed on the top of the load-bearing frame, a hydraulic rod is fixedly installed on the surface of the installation plate, and the output end of the hydraulic rod is fixedly installed on the second template. surface.

进一步地,所述第二驱动机构包括两个均固定安装于所述第一模板表面的驱动板,两个所述驱动板的表面均固定安装有连接板,两个所述连接板的表面均螺纹贯穿有螺纹杆,两个所述螺纹杆的一端分别转动插接于两个所述第二模板的表面。Further, the second driving mechanism includes two driving plates that are both fixedly installed on the surface of the first template. The surfaces of the two driving plates are fixedly installed with connecting plates. The surfaces of the two connecting plates are both fixed. A threaded rod runs through the thread, and one end of the two threaded rods is rotated and inserted into the surfaces of the two second templates respectively.

进一步地,所述限位机构包括若干个分别开设于若干个所述钢筋表面的螺纹槽,若干个所述螺纹槽的表面均螺纹套接有内螺纹管,若干个所述内螺纹管的一端分别固定安装于若干个所述密封环的一端。Further, the limiting mechanism includes a plurality of threaded grooves respectively opened on the surfaces of several of the steel bars. The surfaces of the several threaded grooves are threaded with internally threaded pipes. One end of the several internally threaded pipes They are respectively fixedly installed on one end of several sealing rings.

进一步地,若干个所述连接杆的两侧均开设有滑动槽,若干个所述滑动槽的内壁均滑动插接有滚轮,还包括若干个均固定安装于所述第二模板表面的U形板,若干个所述U形板的两端分别固定安装于若干个所述滚轮的表面。Further, several connecting rods are provided with sliding grooves on both sides, and rollers are slidably inserted into the inner walls of the plurality of sliding grooves, and several U-shaped rods are fixedly installed on the surface of the second template. plate, and the two ends of several U-shaped plates are respectively fixedly installed on the surfaces of several said rollers.

本实用新型的有益效果如下:The beneficial effects of this utility model are as follows:

本实用新型,在使用时,使用者通过第一驱动机构和第二驱动机构驱动第二模板和两个第三模板抵触第一模板,然后将钢筋的一端依次穿过两个第三模板,且通过限位机构将若干个密封环分别限制在两个第三模板的两侧,最后将混凝土加注到第一模板、第二模板、两个第三模板形成的闭环内部,等待混凝土凝固后,即可通过一驱动和第二驱动机构分别驱动第二模板和两个第三模板分别脱离凝固完成后的混凝土楼梯,再通过拆模工具将混凝土楼梯从第一模板的表面取出,即可完成制作,在混凝土凝固的过程中,因为有若干个密封环的存在,所以混凝土难以漏出,节省了材料的同时也保证了楼梯的质量。When the utility model is in use, the user drives the second formwork and the two third formworks to collide with the first formwork through the first driving mechanism and the second driving mechanism, and then passes one end of the steel bar through the two third formworks in sequence, and Several sealing rings are limited to both sides of the two third formworks through the limiting mechanism. Finally, concrete is poured into the closed loop formed by the first formwork, the second formwork, and the two third formworks. After the concrete solidifies, The first and second driving mechanisms can be used to drive the second formwork and the two third formworks respectively to separate from the solidified concrete stairs, and then the concrete stairs can be taken out from the surface of the first formwork using a form removal tool to complete the production. , during the solidification process of concrete, due to the existence of several sealing rings, the concrete is difficult to leak, which saves materials and ensures the quality of the stairs.

附图说明Description of drawings

图1是本实用新型的立体结构示意图;Figure 1 is a schematic diagram of the three-dimensional structure of the utility model;

图2是本实用新型另一角度的部分立体结构示意图;Figure 2 is a partial three-dimensional structural diagram of the utility model from another angle;

图3是本实用新型又一部分立体结构示意图;Figure 3 is a schematic diagram of another part of the three-dimensional structure of the utility model;

图4是本实用新型另一部分立体结构示意图。Figure 4 is a schematic three-dimensional structural diagram of another part of the utility model.

附图标记:1、底架;101、承重框;102、连接杆;2、第一模板;3、第二模板;4、第三模板;5、第一驱动机构;501、安装板;502、液压杆;6、第二驱动机构;601、驱动板;602、连接板;603、螺纹杆;7、钢筋;8、密封环;9、限位机构;901、螺纹槽;902、内螺纹管;10、滚轮;11、U形板。Reference signs: 1. Base frame; 101. Load-bearing frame; 102. Connecting rod; 2. First template; 3. Second template; 4. Third template; 5. First driving mechanism; 501. Installation plate; 502 , hydraulic rod; 6. Second driving mechanism; 601. Driving plate; 602. Connecting plate; 603. Threaded rod; 7. Steel bar; 8. Sealing ring; 9. Limiting mechanism; 901. Threaded groove; 902. Internal thread Pipe; 10. Roller; 11. U-shaped plate.

实施方式Implementation

为使本实用新型实施例的目的、技术方案和优点更加清楚,下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述。In order to make the purpose, technical solutions and advantages of the embodiments of the present utility model more clear, the technical solutions in the embodiments of the present utility model will be clearly and completely described below in conjunction with the drawings in the embodiments of the present utility model.

本申请提供了一种预制梁式楼梯模具,主要用于解决楼梯模具在浇筑过程中需要钢筋贯穿于模具的表面,这样在混凝土凝结的过程中,混凝土就有可能从钢筋插接于模具的缝隙处漏出的问题,并提供了如下技术方案,下面将结合图1-图4做详细的说明:This application provides a prefabricated beam stair mold, which is mainly used to solve the problem that the stair mold requires steel bars to penetrate the surface of the mold during the pouring process. In this way, during the concrete setting process, the concrete may be inserted into the gaps of the mold from the steel bars. The leakage problem is solved and the following technical solutions are provided. The following will be explained in detail in conjunction with Figures 1-4:

一种预制梁式楼梯模具,包括底架1,底架1放置于地面上且上方固设有第一模板2,第一模板2的上方设置有第二模板3和两个第三模板4,第一模板2、第二模板3、两个第三模板4相互抵触且形成闭环;第一驱动机构5和第二驱动机构6,第一驱动机构5和第二驱动机构6分别驱动第二模板3和两个第三模板4沿拼接长度向移动;若干个钢筋7,若干个钢筋7用于增加楼梯混凝土的承载能力且两端均分别滑动贯穿于两个第三模板4的表面;若干个密封环8,若干个密封环8分别设置于两个第三模板4的两侧且分别滑动套接于若干个钢筋7的表面,还包括限位机构9,限位机构9用于分别限制若干个密封环8在若干个钢筋7表面的位置。在一些实施例中,在使用时,使用者通过第一驱动机构5和第二驱动机构6驱动第二模板3和两个第三模板4抵触第一模板2,然后将钢筋7的一端依次穿过两个第三模板4,且通过限位机构9将若干个密封环8分别限制在两个第三模板4的两侧,最后将混凝土加注到第一模板2、第二模板3、两个第三模板4形成的闭环内部,等待混凝土凝固后,即可通过一驱动和第二驱动机构6分别驱动第二模板3和两个第三模板4分别脱离凝固完成后的混凝土楼梯,再通过拆模工具将混凝土楼梯从第一模板2的表面取出,即可完成制作,在混凝土凝固的过程中,因为有若干个密封环8的存在,所以混凝土难以漏出,节省了材料的同时也保证了楼梯的质量。A prefabricated beam staircase mold includes a base frame 1, which is placed on the ground and has a first formwork 2 fixed above it. A second formwork 3 and two third formworks 4 are provided above the first formwork 2. The first template 2, the second template 3, and the two third templates 4 conflict with each other and form a closed loop; the first driving mechanism 5 and the second driving mechanism 6 drive the second template respectively. 3 and the two third formworks 4 move along the splicing length; several steel bars 7 are used to increase the load-bearing capacity of the stair concrete and both ends slide through the surfaces of the two third formworks 4 respectively; several steel bars 7 Sealing rings 8, several sealing rings 8 are respectively arranged on both sides of the two third templates 4 and are respectively slidably sleeved on the surfaces of several steel bars 7, and also include a limiting mechanism 9, which is used to respectively limit a plurality of sealing rings 8. A sealing ring 8 is located on the surface of several steel bars 7. In some embodiments, when in use, the user drives the second formwork 3 and the two third formworks 4 to collide with the first formwork 2 through the first driving mechanism 5 and the second driving mechanism 6, and then passes one end of the steel bar 7 through it in sequence. Pass the two third formwork 4, and limit several sealing rings 8 to both sides of the two third formwork 4 through the limiting mechanism 9, and finally add concrete to the first formwork 2, the second formwork 3, and the two third formworks 4. Inside the closed loop formed by a third formwork 4, after waiting for the concrete to solidify, the second formwork 3 and the two third formworks 4 can be driven respectively by a driving and a second driving mechanism 6 to separate from the concrete stairs after the solidification is completed, and then through The form removal tool removes the concrete staircase from the surface of the first formwork 2 to complete the production. During the solidification process of the concrete, due to the presence of several sealing rings 8, the concrete is difficult to leak, which saves materials and ensures that the The quality of the stairs.

如图3所示,具体的,底架1包括放置于地面上的承重框101、若干个连接杆102,若干个连接杆102的两端均分别固定其中于承重框101内壁的两侧,需要说明的是:连接杆102可以通过承重框101整体的承重能力。As shown in Figure 3, specifically, the chassis 1 includes a load-bearing frame 101 placed on the ground and several connecting rods 102. Both ends of the several connecting rods 102 are respectively fixed to both sides of the inner wall of the load-bearing frame 101. It is necessary to It should be noted that the connecting rod 102 can pass the overall load-bearing capacity of the load-bearing frame 101 .

如图3所示,具体的,第一驱动机构5包括固定安装于承重框101顶部的安装板501,安装板501的表面固定安装有液压杆502,液压杆502的输出端固定安装于第二模板3的表面,需要解释的是:使用者可以通过控制液压杆502的伸缩控制第二模板3在承重框101的上方移动,实现模具的对准和拆模。As shown in Figure 3, specifically, the first driving mechanism 5 includes a mounting plate 501 fixedly installed on the top of the load-bearing frame 101. A hydraulic rod 502 is fixedly installed on the surface of the installation plate 501, and the output end of the hydraulic rod 502 is fixedly installed on the second Regarding the surface of the template 3, it should be explained that the user can control the second template 3 to move above the load-bearing frame 101 by controlling the expansion and contraction of the hydraulic rod 502 to achieve alignment and removal of the mold.

如图2所示,具体的,第二驱动机构6包括两个均固定安装于第一模板2表面的驱动板601,两个驱动板601的表面均固定安装有连接板602,两个连接板602的表面均螺纹贯穿有螺纹杆603,两个螺纹杆603的一端分别转动插接于两个第二模板3的表面,需要说明的是:使用者通过转动螺纹杆603,即可驱动第二模板3移动,完成模板的拼接和拆模。As shown in Figure 2, specifically, the second driving mechanism 6 includes two driving plates 601 that are both fixedly installed on the surface of the first template 2. The surfaces of the two driving plates 601 are both fixedly installed with connecting plates 602. The two connecting plates Threaded rods 603 are threaded through the surface of 602. One ends of the two threaded rods 603 are respectively rotated and inserted into the surfaces of the two second templates 3. It should be noted that the user can drive the second template by rotating the threaded rod 603. Template 3 moves to complete the splicing and demoulding of the templates.

如图2、图4所示,具体的,限位机构9包括若干个分别开设于若干个钢筋7表面的螺纹槽901,若干个螺纹槽901的表面均螺纹套接有内螺纹管902,若干个内螺纹管902的一端分别固定安装于若干个密封环8的一端,需要解释的是:使用者将钢筋7插入其中一个第三模板4后,即可通过其中两个内螺纹管902螺纹套接于其中两螺纹槽901,将设置在两个第三模板4内侧的密封环8的位置限制住,最后再通过剩下的两个内螺纹管902将剩下的两个密封环8限制在两个第三模板4的外侧,如此设置,使得钢筋7插接于两个第三模板4的表面均被密封,有效的避免了漏液的情况出现,体现了装置的实用性。As shown in Figures 2 and 4, specifically, the limiting mechanism 9 includes a plurality of threaded grooves 901 respectively opened on the surfaces of several steel bars 7. The surfaces of the several threaded grooves 901 are all threaded with internally threaded pipes 902. One end of each internally threaded pipe 902 is fixedly installed on one end of several sealing rings 8. It should be explained that after the user inserts the steel bar 7 into one of the third templates 4, the user can pass the thread sleeves of two of the internally threaded pipes 902. Connected to two of the threaded grooves 901, the position of the sealing rings 8 provided inside the two third templates 4 is restricted, and finally the remaining two sealing rings 8 are restricted by the remaining two internally threaded pipes 902. The outer sides of the two third formwork plates 4 are arranged in this way so that the surfaces where the steel bars 7 are plugged into the two third formwork plates 4 are sealed, which effectively avoids liquid leakage and reflects the practicability of the device.

如图3所示,在一些实施例中,若干个连接杆102的两侧均开设有滑动槽,若干个滑动槽的内壁均滑动插接有滚轮10,还包括若干个均固定安装于第二模板3表面的U形板11,若干个U形板11的两端分别固定安装于若干个滚轮10的表面,需要说明的是:在第二模板3被移动的过程中,若干个滚轮10会在若干个滑动槽的内壁滚动,保证了第二模板3移动时的平稳性。As shown in Figure 3, in some embodiments, several connecting rods 102 are provided with sliding grooves on both sides, and the inner walls of the plurality of sliding grooves are slidably inserted with rollers 10. There are also several connecting rods 102 that are fixedly installed on the second The two ends of the U-shaped plates 11 on the surface of the template 3 are respectively fixedly mounted on the surfaces of several rollers 10. It should be noted that when the second template 3 is moved, the several rollers 10 will Rolling on the inner walls of several sliding grooves ensures the stability of the second template 3 when moving.

对所公开的实施例的上述说明,使本领域专业技术人员能够实现或使用本实用新型。对这些实施例的多种修改对本领域的专业技术人员来说将是显而易见的,本文中所定义的一般原理可以在不脱离本实用新型的精神或范围的情况下,在其它实施例中实现。因此,本实用新型将不会被限制于本文所示的这些实施例,而是要符合与本文所公开的原理和新颖特点相一致的最宽的范围。The above description of the disclosed embodiments enables those skilled in the art to implement or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be practiced in other embodiments without departing from the spirit or scope of the invention. Therefore, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (6)

1. A precast beam type stair mold, comprising:
the base frame (1), the base frame (1) is placed on the ground and a first template (2) is fixedly arranged above the base frame, a second template (3) and two third templates (4) are arranged above the first template (2), and the first template (2), the second template (3) and the two third templates (4) are mutually abutted to form a closed loop;
the first driving mechanism (5) and the second driving mechanism (6), wherein the first driving mechanism (5) and the second driving mechanism (6) respectively drive the second template (3) and the two third templates (4) to move along the splicing length;
the steel bars (7) are used for increasing the bearing capacity of the stair concrete, and two ends of the steel bars (7) respectively penetrate through the surfaces of the two third templates (4) in a sliding manner;
the sealing device comprises a plurality of sealing rings (8), wherein the plurality of sealing rings (8) are respectively arranged at two sides of the third template (4) and are respectively sleeved on the surfaces of the reinforcing steel bars (7) in a sliding manner, the sealing device further comprises a limiting mechanism (9), and the limiting mechanism (9) is used for respectively limiting the positions of the plurality of sealing rings (8) on the surfaces of the reinforcing steel bars (7).
2. The prefabricated beam type stair mold according to claim 1, wherein the underframe (1) comprises a bearing frame (101) placed on the ground and a plurality of connecting rods (102), and two ends of the connecting rods (102) are respectively fixed on two sides of the inner wall of the bearing frame (101).
3. A prefabricated beam type stair mould according to claim 2, characterized in that the first driving mechanism (5) comprises a mounting plate (501) fixedly mounted on the top of the bearing frame (101), a hydraulic rod (502) is fixedly mounted on the surface of the mounting plate (501), and the output end of the hydraulic rod (502) is fixedly mounted on the surface of the second template (3).
4. The prefabricated beam type stair mold according to claim 1, wherein the second driving mechanism (6) comprises two driving plates (601) fixedly installed on the surfaces of the first templates (2), connecting plates (602) are fixedly installed on the surfaces of the two driving plates (601), threaded rods (603) penetrate through the surfaces of the two connecting plates (602), and one ends of the two threaded rods (603) are respectively inserted into the surfaces of the two second templates (3) in a rotating mode.
5. The prefabricated beam type stair mold according to claim 1, wherein the limiting mechanism (9) comprises a plurality of thread grooves (901) which are respectively formed in the surfaces of the plurality of steel bars (7), the surfaces of the plurality of thread grooves (901) are respectively sheathed with an internal thread pipe (902), and one ends of the plurality of internal thread pipes (902) are respectively fixedly arranged at one ends of the plurality of sealing rings (8).
6. The prefabricated beam type stair mold according to claim 2, wherein sliding grooves are formed in two sides of the connecting rods (102), rollers (10) are slidably inserted into inner walls of the sliding grooves, the prefabricated beam type stair mold further comprises a plurality of U-shaped plates (11) fixedly installed on the surface of the second template (3), and two ends of the U-shaped plates (11) are fixedly installed on the surfaces of the rollers (10) respectively.
CN202321090464.7U 2023-05-09 2023-05-09 Precast beam type stair mould Expired - Fee Related CN220129068U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321090464.7U CN220129068U (en) 2023-05-09 2023-05-09 Precast beam type stair mould

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321090464.7U CN220129068U (en) 2023-05-09 2023-05-09 Precast beam type stair mould

Publications (1)

Publication Number Publication Date
CN220129068U true CN220129068U (en) 2023-12-05

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321090464.7U Expired - Fee Related CN220129068U (en) 2023-05-09 2023-05-09 Precast beam type stair mould

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Granted publication date: 20231205