CN103452143B - A post-cast tool-type formwork with convenient assembly and disassembly - Google Patents

A post-cast tool-type formwork with convenient assembly and disassembly Download PDF

Info

Publication number
CN103452143B
CN103452143B CN201310363518.7A CN201310363518A CN103452143B CN 103452143 B CN103452143 B CN 103452143B CN 201310363518 A CN201310363518 A CN 201310363518A CN 103452143 B CN103452143 B CN 103452143B
Authority
CN
China
Prior art keywords
formwork
support rod
pin
support
post
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201310363518.7A
Other languages
Chinese (zh)
Other versions
CN103452143A (en
Inventor
梁德初
周志荣
梁锦华
欧阳力業
杨柳德
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangxi Construction Engineering Group Third Construction Engineering Co
Original Assignee
Guangxi Construction Engineering Group Third Construction Engineering Co
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guangxi Construction Engineering Group Third Construction Engineering Co filed Critical Guangxi Construction Engineering Group Third Construction Engineering Co
Priority to CN201310363518.7A priority Critical patent/CN103452143B/en
Publication of CN103452143A publication Critical patent/CN103452143A/en
Application granted granted Critical
Publication of CN103452143B publication Critical patent/CN103452143B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

The invention discloses a post-cast strip tool type template convenient to assemble and disassemble, and relates to a device for building construction, which comprises two template main bodies opposite in position; a telescopic template supporting device is arranged between the back surfaces of the two template main bodies and comprises two pin shaft supports, two supporting rods and two threaded sleeves; the two pin shaft supports are respectively arranged on the back surfaces of the two template main bodies, pin holes are respectively formed in the two pin shaft supports, one ends of the two support rods are respectively inserted into the two pin holes, and positive and negative threads are respectively arranged at the ends, which are not inserted into the pin holes, of the two support rods; the two threaded sleeves respectively comprise shaft sleeves with threads and fixing plates connected with the shaft sleeves, the two threaded sleeves are respectively connected to one ends, not inserted into the pin holes, of the two supporting rods through the respective shaft sleeves, and the fixing plates of the two threaded sleeves are in butt joint through the fixing devices, so that the two supporting rods are connected between the back faces of the two template main bodies. The invention has the advantages of easy assembly and disassembly, turnover use, construction cost reduction, work efficiency improvement and the like.

Description

一种装拆方便的后浇带工具式模板A post-cast tool-type formwork with convenient assembly and disassembly

技术领域 technical field

本发明涉及一种建筑施工用装置,特别涉及浇筑混凝土成型的模板。 The invention relates to a device for building construction, in particular to a formwork for pouring concrete.

背景技术 Background technique

目前,现浇钢筋混凝土框架设计中,考虑温差应力和地基不均匀沉降对结构的影响,大多数采用留置后浇带处理,而在基础底板和一些有防水要求的位置留置后浇带,在底板中还设置钢板止水带,这给施工装拆模带来极大困难,特别是基础底板35安装止水带以后,根本无法拆模。如图14所示,施工时在预留的后浇带30两侧采用双层钢丝网33或快易收口网,在钢板止水带31上下侧加钢筋骨架32和钢筋支撑34代替后浇带侧模板,一次性埋入混凝土中,即无拆模工艺。以上现有技术方案存在下列不足之处:1、无拆模工艺为了达到无漏浆和与后浇带混凝土有效结合的目的,采用双层钢丝网阻隔,钢筋骨架加钢筋支撑,通过现场焊接来固定,施工麻烦,劳动力强度大,工效低;2、钢丝网、钢筋骨架一次埋入混凝土内,浪费大量钢材,增加施工成本;3、由于采用钢丝网阻隔,钢筋骨架加钢筋支撑来固定,刚度相对较差,留置后浇带几何尺寸较差。 At present, in the design of cast-in-place reinforced concrete frames, considering the influence of temperature difference stress and uneven settlement of the foundation on the structure, most of them adopt indwelling post-casting strips, and indwelling post-casting strips are left on the foundation bottom plate and some positions that require waterproofing. Steel plate waterstop is also set in the middle, and this brings great difficulty to construction assembly and disassembly formwork, especially after foundation base plate 35 installs waterstop, cannot formwork removal at all. As shown in Figure 14, during construction, double-layer steel wire mesh 33 or fast and easy closing nets are used on both sides of the reserved post-cast belt 30, and steel skeleton 32 and steel support 34 are added to the upper and lower sides of the steel plate waterstop belt 31 to replace the post-cast belt. The side formwork is embedded in the concrete at one time, that is, there is no demolition process. There are following deficiencies in the above prior art scheme: 1, no demolition process In order to achieve the purpose of no grout leakage and effective combination with post-pouring concrete, double-layer steel wire mesh is used to block, the steel skeleton adds steel support, and is welded on site. Fixed, troublesome construction, high labor intensity and low work efficiency; 2. The steel wire mesh and steel skeleton are buried in the concrete at one time, which wastes a lot of steel and increases the construction cost; Relatively poor, the geometry of the cast tape after indwelling is poor.

发明内容 Contents of the invention

本发明的目的是提供一种装拆方便的后浇带工具式模板,其装拆容易,可周转使用,降低施工成本,提高工效,同时能确保后浇带留置混凝土施工质量满足设计要求。 The purpose of the present invention is to provide a post-cast belt tool-type formwork that is easy to assemble and disassemble, which can be used repeatedly, reduces construction costs, improves work efficiency, and can ensure that the construction quality of the post-cast belt retaining concrete meets the design requirements.

为达到上述目的,本发明采用的技术方案如下:一种装拆方便的后浇带工具式模板,该后浇带工具式模板包括两块位置相对的模板主体Ⅰ和模板主体Ⅱ;在模板主体Ⅰ和模板主体Ⅱ的背面之间设置有伸缩模板支撑装置,所述伸缩模板支撑装置包括销轴支座Ⅰ、销轴支座Ⅱ、支撑杆Ⅰ、支撑杆Ⅱ、螺纹套筒Ⅰ、螺纹套筒Ⅱ;销轴支座Ⅰ设置在模板主体Ⅰ的背面,销轴支座Ⅱ设置在模板主体Ⅱ的背面,销轴支座Ⅰ上设有销孔Ⅰ,销轴支座Ⅱ上设有销孔Ⅱ;所述支撑杆Ⅰ一端插入安装在模板主体Ⅰ背面销轴支座Ⅰ的销孔Ⅰ中,所述支撑杆Ⅱ一端插入安装在模板主体Ⅱ背面销轴支座Ⅱ的销孔Ⅱ中,所述支撑杆Ⅰ和支撑杆Ⅱ未插入销孔Ⅰ、销孔Ⅱ一端分别设有正反牙螺纹;所述螺纹套筒Ⅰ包括设有螺纹的轴套Ⅰ及与轴套Ⅰ连接的固定板Ⅰ,所述螺纹套筒Ⅱ包括设有螺纹的轴套Ⅱ及与轴套Ⅱ连接的固定板Ⅱ,所述螺纹套筒Ⅰ通过轴套Ⅰ连接在支撑杆Ⅰ未插入销孔Ⅰ的一端,所述螺纹套筒Ⅱ通过轴套Ⅱ连接在支撑杆Ⅱ未插入销孔Ⅱ的一端,通过固定装置将螺纹套筒Ⅰ的固定板Ⅰ与螺纹套筒Ⅱ的固定板Ⅱ对接,使得支撑杆Ⅰ与支撑杆Ⅱ连接在模板主体Ⅰ和模板主体Ⅱ的背面之间。 In order to achieve the above-mentioned purpose, the technical scheme adopted by the present invention is as follows: a post-cast belt tool formwork that is easy to assemble and disassemble, the post-cast belt tool formwork includes two formwork main bodies I and formwork main body II that are opposite to each other; A telescopic formwork support device is provided between I and the back of the formwork body II, and the telescopic formwork support device includes pin shaft support I, pin shaft support II, support rod I, support rod II, threaded sleeve I, threaded sleeve Cylinder II; the pin support I is set on the back of the formwork main body I, the pin support II is set on the back of the formwork main body II, the pin support I is provided with a pin hole I, and the pin support II is provided with a pin Hole II; one end of the support rod I is inserted into the pin hole I installed on the pin shaft support I on the back of the formwork body I, and one end of the support rod II is inserted into the pin hole II installed on the pin shaft support II on the back side of the template body II , the ends of the support rod I and the support rod II that are not inserted into the pin hole I and the pin hole II are respectively provided with positive and negative threads; Plate I, the threaded sleeve II includes a threaded shaft sleeve II and a fixed plate II connected to the shaft sleeve II, the threaded sleeve I is connected to the end of the support rod I that is not inserted into the pin hole I through the shaft sleeve I , the threaded sleeve II is connected to the end of the support rod II not inserted into the pin hole II through the shaft sleeve II, and the fixing plate I of the threaded sleeve I is docked with the fixing plate II of the threaded sleeve II through the fixing device, so that the support rod I and the supporting rod II are connected between the formwork main body I and the back of the formwork main body II.

本发明的进一步技术方案是:所述模板主体Ⅰ和模板主体Ⅱ分别包括平板状的木板及覆盖在木板背面的铁板,所述销轴支座Ⅰ、销轴支座Ⅱ分别焊接在铁板上。 A further technical solution of the present invention is: the formwork main body I and the formwork main body II respectively include a flat board and an iron plate covering the back of the wood board, and the pin support I and the pin support II are respectively welded on the iron plate superior.

所述模板主体Ⅰ和模板主体Ⅱ还分别包括包裹在木板底端和顶端的护框。 The formwork main body I and the formwork main body II also include protective frames wrapped around the bottom end and the top end of the plank respectively.

所述模板主体Ⅰ和模板主体Ⅱ还分别包括间隔焊接在木板底端护框或木板顶端护框上钢筋齿。 The formwork main body I and the formwork main body II also include steel bar teeth welded at intervals to the protective frame at the bottom end of the plank or the protective frame at the top end of the plank respectively.

所述支撑杆Ⅰ和支撑杆Ⅱ均为”┐”型。 Both the support rod I and the support rod II are "┐" type.

所述螺纹套筒Ⅰ的轴套Ⅰ与固定板Ⅰ之间还设置有加劲肋Ⅰ,所述螺纹套筒Ⅱ的轴套Ⅱ与固定板Ⅱ之间还设置有加劲肋Ⅱ。 A stiffening rib I is also provided between the shaft sleeve I of the threaded sleeve I and the fixing plate I, and a stiffening rib II is also provided between the shaft sleeve II of the threaded sleeve II and the fixing plate II.

连接固定板Ⅰ和固定板Ⅱ的固定装置为蝴蝶螺栓,固定板Ⅰ和固定板Ⅱ的上下两端分别设有与蝴蝶螺栓配合的凹槽。 The fixing device connecting the fixed plate I and the fixed plate II is a butterfly bolt, and the upper and lower ends of the fixed plate I and the fixed plate II are respectively provided with grooves matching the butterfly bolts.

由于采用上述结构,本发明之一种装拆方便的后浇带工具式模板具有以下有益效果: Due to the adoption of the above structure, one of the post-cast belt tool formworks with convenient assembly and disassembly of the present invention has the following beneficial effects:

一、本发明之一种装拆方便的后浇带工具式模板设置两块位置相对的模板主体Ⅰ、Ⅱ,在模板主体Ⅰ、Ⅱ的背面之间设置有伸缩模板支撑装置,浇筑时通过伸缩模板支撑装置支撑模板主体Ⅰ、Ⅱ,浇筑后通过伸缩模板支撑装置拆除模板主体Ⅰ、Ⅱ,特别是在安装了钢板止水带的后浇带施工时也可方便的支撑和拆卸模板,解决了以往有钢板止水带的后浇带的模板不可能拆卸的问题,安装拆除简便,方便操作,提高工效; 1. A post-casting tool-type formwork with convenient assembly and disassembly of the present invention is provided with two formwork main bodies I and II opposite to each other, and a telescopic formwork support device is arranged between the backs of the formwork main bodies I and II. The formwork support device supports the formwork main bodies I and II, and the formwork main bodies I and II are removed through the telescopic formwork support device after pouring, especially when the steel plate waterstop is installed in the post-casting belt construction, the formwork can also be easily supported and disassembled, which solves the problem In the past, there was a problem that the formwork of the post-casting belt of the steel plate waterstop could not be disassembled. The installation and disassembly are simple, convenient to operate, and improve work efficiency;

二、与现有技术中采用钢丝网阻隔工艺比较,本发明的模板能多次周转使用,节约钢丝网及钢筋骨架钢材,节约施工成本,也容易保证后浇带几何尺寸; 2. Compared with the steel wire mesh barrier process in the prior art, the formwork of the present invention can be used repeatedly, saving steel wire mesh and steel frame steel, saving construction costs, and easily ensuring the geometric size of the post-casting strip;

三、本发明的技术方案使搭建的模板刚度好、强度高,能确保后浇带留置混凝土施工质量,满足设计要求。 3. The technical scheme of the present invention makes the formwork to be built with good rigidity and high strength, which can ensure the construction quality of the post-pouring concrete with indwelling belt and meet the design requirements.

下面结合附图和具体实施方式对本发明作进一步说明。 The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.

附图说明 Description of drawings

图1是本发明一种装拆方便的后浇带工具式模板的伸缩模板支撑装置连接前结构图; Fig. 1 is a structural diagram before connection of a telescopic formwork supporting device with a tool-type formwork for post-casting with convenient assembly and disassembly of the present invention;

图2是本发明一种装拆方便的后浇带工具式模板的伸缩模板支撑装置连接后结构图; Fig. 2 is a structural diagram of a telescopic formwork supporting device with a convenient post-casting tool formwork of the present invention after connection;

图3是本发明一种装拆方便的后浇带工具式模板中上模板的模板主体与销轴支座连接视图; Fig. 3 is a view of the connection between the formwork main body and the pin shaft support of the upper formwork in a post-cast belt tool formwork that is easy to assemble and disassemble according to the present invention;

图4是本发明一种装拆方便的后浇带工具式模板中下模板的模板主体与销轴支座连接视图; Fig. 4 is a view of the connection between the formwork main body and the pin shaft support of the middle and lower formwork of a post-cast belt tool formwork that is easy to assemble and disassemble according to the present invention;

图5是图3的A-A方向剖视图; Fig. 5 is the A-A direction sectional view of Fig. 3;

图6是图4的B-B方向剖视图; Fig. 6 is the B-B direction sectional view of Fig. 4;

图7是本发明一种装拆方便的后浇带工具式模板的螺纹套筒Ⅰ主视图; Fig. 7 is a front view of the threaded sleeve I of the post-casting belt tool formwork which is easy to assemble and disassemble according to the present invention;

图8是图7的左视图; Fig. 8 is the left view of Fig. 7;

图9是图7的俯视图; Fig. 9 is a top view of Fig. 7;

图10是本发明一种装拆方便的后浇带工具式模板的螺纹套筒Ⅱ主视图; Fig. 10 is a front view of threaded sleeve II of post-casting belt tool formwork which is easy to assemble and disassemble according to the present invention;

图11是图10的左视图; Fig. 11 is the left view of Fig. 10;

图12是图10的俯视图; Figure 12 is a top view of Figure 10;

图13是锯齿木条的结构视图; Fig. 13 is the structural view of sawtooth wooden bar;

图14是现有施工时预留的后浇带的结构示意图。 Fig. 14 is a schematic structural view of the post-casting belt reserved during the existing construction.

主要元件标号说明:1—钢板止水带、2—销孔Ⅰ、3—模板主体Ⅰ、4—销轴支座Ⅰ、5—支撑杆Ⅰ、6—轴套Ⅰ、7—螺纹套筒Ⅰ、8—蝴蝶螺栓、9—固定板Ⅰ、10—固定板Ⅱ、11—螺纹套筒Ⅱ、12—轴套Ⅱ、13—支撑杆Ⅱ、14—销轴支座Ⅱ、15—模板主体Ⅱ、16—销孔Ⅱ、17—下模板、18—钢筋齿、19—铁板、20—木板、21—护框、22—加劲肋Ⅰ、23—凹槽、24—加劲肋Ⅱ、25—上模板。 Description of the main components: 1—steel plate waterstop, 2—pin hole Ⅰ, 3—formwork body Ⅰ, 4—pin shaft support Ⅰ, 5—support rod Ⅰ, 6—shaft sleeve Ⅰ, 7—threaded sleeve Ⅰ , 8—butterfly bolt, 9—fixing plate Ⅰ, 10—fixing plate Ⅱ, 11—thread sleeve Ⅱ, 12—shaft sleeve Ⅱ, 13—support rod Ⅱ, 14—pin shaft support Ⅱ, 15—formwork body Ⅱ , 16—pin hole Ⅱ, 17—lower formwork, 18—reinforcing bar tooth, 19—iron plate, 20—wooden board, 21—guard frame, 22—stiffener Ⅰ, 23—groove, 24—stiffener Ⅱ, 25— on the template.

具体实施方式 Detailed ways

如图1至12所示,本发明一种装拆方便的后浇带工具式模板(后面简称“后浇带工具式模板”),该后浇带工具式模板包括两块位置相对的模板主体Ⅰ3和模板主体Ⅱ15,在模板主体Ⅰ3和模板主体Ⅱ15的背面之间设置有伸缩模板支撑装置。如图1、图2所示,在本实施例中,留置后浇带还安装了钢板止水带1,在钢板止水带1的上下侧分别安装了一组后浇带工具式模板。其中在钢板止水带1的上侧的一组后浇带工具式模板简称“上模板”,而在钢板止水带1的下侧的一组后浇带工具式模板简称“下模板”。 As shown in Figures 1 to 12, the present invention is a post-cast belt tool formwork that is easy to assemble and disassemble (hereinafter referred to as "post-cast belt tool formwork"). The post-cast belt tool formwork includes two formwork bodies that are opposite to each other. I3 and the formwork main body II15, a telescopic formwork supporting device is arranged between the back of the formwork main body I3 and the formwork main body II15. As shown in Fig. 1 and Fig. 2, in this embodiment, a steel plate waterstop 1 is also installed for the indwelling post-casting belt, and a set of post-casting tool-type templates are respectively installed on the upper and lower sides of the steel plate waterstop 1. Among them, a group of post-casting tool formwork on the upper side of the steel water stop 1 is referred to as "upper formwork", and a group of post-casting tool formwork on the lower side of the steel waterstop 1 is referred to as "lower formwork".

所述伸缩模板支撑装置包括销轴支座Ⅰ4、销轴支座Ⅱ14、支撑杆Ⅰ5、支撑杆Ⅱ13、螺纹套筒Ⅰ7、螺纹套筒Ⅱ11。销轴支座Ⅰ4设置在模板主体Ⅰ3的背面,销轴支座Ⅱ14设置在模板主体Ⅱ15的背面。在本实施例中,模板主体Ⅰ3和模板主体Ⅱ15分别包括平板状的木板20及覆盖在木板20背面的铁板19,其中木板20为红木板,所述销轴支座Ⅰ4、销轴支座Ⅱ14分别焊接在铁板19上。销轴支座Ⅰ4上设有销孔Ⅰ2,销轴支座Ⅱ14上设有销孔Ⅱ16。所述支撑杆Ⅰ5和支撑杆Ⅱ13都是采用φ25圆钢制作,所述支撑杆Ⅰ5和支撑杆Ⅱ13均为”┐”型,所述支撑杆Ⅰ5一端插入安装在模板主体Ⅰ3背面销轴支座Ⅰ4的销孔Ⅰ2中,所述支撑杆Ⅱ13一端插入安装在模板主体Ⅱ15背面销轴支座Ⅱ14的销孔Ⅱ16中,所述支撑杆Ⅰ5和支撑杆Ⅱ13未插入销孔Ⅰ2、销孔Ⅱ16一端分别设有正反牙螺纹,即旋转方向相反的外螺纹。 The telescopic formwork support device includes a pin shaft support I4, a pin shaft support II14, a support rod I5, a support rod II13, a threaded sleeve I7, and a threaded sleeve II11. The pin support I4 is arranged on the back of the template main body I3, and the pin support II14 is arranged on the back of the template main body II15. In this embodiment, the formwork main body I3 and the formwork main body II15 respectively include a flat wooden board 20 and an iron plate 19 covering the back of the wooden board 20, wherein the wooden board 20 is a mahogany board, and the pin bearing I4, the pin bearing II14 are welded on the iron plate 19 respectively. A pin hole I2 is provided on the pin support I4, and a pin hole II16 is provided on the pin support II14. Both the support rod I5 and the support rod II13 are made of φ25 round steel, and both the support rod I5 and the support rod II13 are "┐" type, and one end of the support rod I5 is inserted into the pin support on the back of the formwork main body I3 In the pin hole I2 of I4, one end of the support rod II13 is inserted into the pin hole II16 of the pin shaft support II14 on the back of the formwork main body II15, and the support rod I5 and the support rod II13 are not inserted into the pin hole I2 and one end of the pin hole II16 There are positive and negative threads respectively, that is, external threads with opposite directions of rotation.

所述螺纹套筒Ⅰ7包括设有内螺纹的轴套Ⅰ6及与轴套Ⅰ6连接的固定板Ⅰ9,所述螺纹套筒Ⅱ11包括设有内螺纹的轴套Ⅱ12及与轴套Ⅱ12连接的固定板Ⅱ10,所述螺纹套筒Ⅰ7的轴套Ⅰ6与固定板Ⅰ9之间还设置有加劲肋Ⅰ22,所述螺纹套筒Ⅱ11的轴套Ⅱ12与固定板Ⅱ10之间还设置有加劲肋Ⅱ24。所述螺纹套筒Ⅰ7通过轴套Ⅰ6连接在支撑杆Ⅰ5未插入销孔Ⅰ2的一端,轴套Ⅰ6的内螺纹连接在支撑杆Ⅰ5的外螺纹上,所述螺纹套筒Ⅱ11通过轴套Ⅱ12连接在支撑杆Ⅱ13未插入销孔Ⅱ16的一端,轴套Ⅱ12的内螺纹连接在支撑杆Ⅱ13的外螺纹上。通过固定装置将螺纹套筒Ⅰ7的固定板Ⅰ9与螺纹套筒Ⅱ11的固定板Ⅱ10对接,使得支撑杆Ⅰ5与支撑杆Ⅱ13连接在模板主体Ⅰ3和模板主体Ⅱ15的背面之间。在本实施例中,连接固定板Ⅰ9和固定板Ⅱ10的固定装置为蝴蝶螺栓8,固定板Ⅰ9和固定板Ⅱ10的上下两端分别设有与蝴蝶螺栓8配合的凹槽23,在本实施例中蝴蝶螺栓8一端直接连接在固定板Ⅰ9的凹槽23中。 The threaded sleeve I7 includes a shaft sleeve I6 with internal threads and a fixed plate I9 connected with the shaft sleeve I6, and the threaded sleeve II11 includes a shaft sleeve II12 with internal threads and a fixed plate connected with the shaft sleeve II12 II10, a stiffening rib I22 is provided between the shaft sleeve I6 of the threaded sleeve I7 and the fixing plate I9, and a stiffening rib II24 is also provided between the shaft sleeve II12 of the threaded sleeve II11 and the fixing plate II10. The threaded sleeve I7 is connected to the end of the support rod I5 that is not inserted into the pin hole I2 through the shaft sleeve I6, the internal thread of the shaft sleeve I6 is connected to the external thread of the support rod I5, and the threaded sleeve II11 is connected through the shaft sleeve II12 At one end of the support rod II13 that is not inserted into the pin hole II16, the internal thread of the shaft sleeve II12 is connected to the external thread of the support rod II13. The fixing plate I9 of the threaded sleeve I7 is docked with the fixing plate II10 of the threaded sleeve II11 through the fixing device, so that the support rod I5 and the support rod II13 are connected between the back of the template body I3 and the template body II15. In this embodiment, the fixing device connecting the fixed plate I9 and the fixed plate II10 is a butterfly bolt 8, and the upper and lower ends of the fixed plate I9 and the fixed plate II10 are respectively provided with grooves 23 that cooperate with the butterfly bolt 8. One end of the middle butterfly bolt 8 is directly connected in the groove 23 of the fixing plate I9.

在本实施例中,模板主体Ⅰ3和模板主体Ⅱ15还分别包括包裹在木板20底端和顶端的护框21,护框21采用L30角铁做成。模板主体Ⅰ3和模板主体Ⅱ15还分别包括间隔焊接在木板20底端护框21或木板20顶端护框21上钢筋齿18,其中上模板25的钢筋齿18间隔焊接在木板20顶端护框21上,而下模板17的钢筋齿18间隔焊接在木板20底端护框21上,如图4、6所示。上模板25上的钢筋齿18采用φ10钢筋焊接高40mm,间距为325mm,上模板25还另外设置有与钢筋齿18配合锯齿木条(如图13所示),用锯齿木条封堵止水带上方上模板25钢筋齿18间的位置空隙。下模板17的钢筋齿18采用φ10钢筋焊接高50mm,间距为125mm。上模板25和下模板17除了钢筋齿18的位置不同,其它结构完全一样。 In this embodiment, the template main body I3 and the template main body II15 also include protective frames 21 wrapped around the bottom and top of the plank 20 respectively, and the protective frames 21 are made of L30 angle iron. The formwork main body I3 and the formwork main body II15 also include steel bar teeth 18 welded at intervals on the bottom guard frame 21 of the plank 20 or the top guard frame 21 of the plank 20 respectively, wherein the steel bar teeth 18 of the upper formwork 25 are welded at intervals on the top guard frame 21 of the plank 20 , and the reinforcement teeth 18 of the lower formwork 17 are welded on the frame 21 at the bottom end of the plank 20 at intervals, as shown in Figures 4 and 6. The steel bar teeth 18 on the upper formwork 25 are welded with φ10 steel bars with a height of 40 mm and a spacing of 325 mm. The upper formwork 25 is additionally equipped with sawtooth wooden strips (as shown in Figure 13) that cooperate with the steel bar teeth 18, and are sealed and sealed with sawtooth wooden strips The position gap between the 25 steel bar teeth 18 of upper formwork on the belt. The steel bar tooth 18 of lower template 17 adopts φ 10 steel bar to weld high 50mm, and spacing is 125mm. Upper formwork 25 and lower formwork 17 are different except that the position of reinforcing bar tooth 18, other structures are exactly the same.

安装模板时,先安装钢板止水带1下侧的下模板17,后安装钢板止水带1上侧的上模板25。安装时先将下模板17和上模板25的模板主体Ⅰ、Ⅱ放入绑扎好的钢筋内,然后分别将“┐”型的支撑杆Ⅰ5和支撑杆Ⅱ13插销插入对应模板主体Ⅰ、Ⅱ背面的销孔Ⅰ、Ⅱ中,再将下模板17和上模板25推入安装位置,螺纹套筒Ⅰ7连接在支撑杆Ⅰ5未插入销孔Ⅰ2的一端,螺纹套筒Ⅱ11连接在支撑杆Ⅱ13未插入销孔Ⅱ16的一端,通过蝴蝶螺栓8将螺纹套筒Ⅰ7的固定板Ⅰ9与螺纹套筒Ⅱ11的固定板Ⅱ10对接,使得支撑杆Ⅰ5与支撑杆Ⅱ13连接在模板主体Ⅰ3、Ⅱ15的背面之间。调节伸缩模板支撑装置将模板校正固定,通过加劲肋旋转两螺纹套筒的轴套,顺时针转动两螺纹套筒,使带正反牙的支撑杆Ⅰ5和支撑杆Ⅱ13往外伸,对下模板17和上模板25的模板主体Ⅰ、Ⅱ起支撑作用,将下模板17和上模板25校正固定好。最后用钢丝网铺塞钢板止水带下方下模板钢筋齿缝隙,用锯齿木条封堵钢板止水带上方上模板钢筋齿位置空隙。 When the formwork is installed, the lower formwork 17 on the lower side of the steel plate waterstop 1 is installed earlier, and then the upper formwork 25 on the upper side of the steel plate waterstop 1 is installed. When installing, put the formwork main body Ⅰ and Ⅱ of the lower formwork 17 and the upper formwork 25 into the bound steel bars, and then respectively insert the "┐" type support rod Ⅰ5 and support rod Ⅱ 13 pins into the back of the corresponding formwork main body Ⅰ and Ⅱ. Push the lower template 17 and the upper template 25 into the installation position in the pin holes I and II, the threaded sleeve I7 is connected to the end of the support rod I5 that is not inserted into the pin hole I2, and the threaded sleeve II11 is connected to the end of the support rod II13 that is not inserted into the pin One end of the hole II16 connects the fixing plate I9 of the threaded sleeve I7 to the fixing plate II10 of the threaded sleeve II11 through the butterfly bolt 8, so that the support rod I5 and the support rod II13 are connected between the backs of the formwork main bodies I3 and II15. Adjust the telescopic formwork support device to correct and fix the formwork, rotate the bushings of the two threaded sleeves through the stiffener, and turn the two threaded sleeves clockwise, so that the support rod Ⅰ5 and support rod Ⅱ13 with positive and negative teeth stretch out, and the lower formwork 17 The formwork main bodies I and II of the upper formwork 25 play a supporting role, and the lower formwork 17 and the upper formwork 25 are corrected and fixed. Finally, use steel wire mesh to lay out the gaps between the teeth of the steel bars of the lower formwork under the waterstop of the steel plate, and use sawtooth wooden strips to seal the gaps between the teeth of the steel bars of the upper formwork above the waterstop of the steel plate.

上模板25和下模板17校正固定好后即可浇筑混凝土。混凝土浇捣采用左右对称浇筑,确保后浇带留置位置准确。待混凝土强度达到30%时,可以拆模。拆除前,将后浇带16中落浆、杂物清理干净,然后通过加劲肋旋转两螺纹套筒的轴套,逆时针转动时,使带正反牙的支撑杆Ⅰ5与支撑杆Ⅱ13向内收缩,从而带动下模板17和上模板25的模板主体Ⅰ、Ⅱ脱离浇筑体;模板主体Ⅰ、Ⅱ松动后,松开伸缩模板支撑装置上的蝴蝶螺栓8,使支撑杆Ⅰ5与支撑杆Ⅱ13分开,然后利用支撑杆Ⅰ5与支撑杆Ⅱ13分别将下模板17和上模板25拖到钢板止水带边处,从下模板17和上模板25上拆除支撑杆Ⅰ5与支撑杆Ⅱ13,用手将下模板17和上模板25的模板主体Ⅰ、Ⅱ从预留洞口中拿出,清理干净,便于下次使用。 Concrete can be poured after upper template 25 and lower template 17 are corrected and fixed. Concrete pouring and tamping adopts left-right symmetrical pouring to ensure that the post-pouring belt is placed in an accurate position. When the concrete strength reaches 30%, the formwork can be removed. Before dismantling, clean up the falling slurry and sundries in the post-casting belt 16, and then rotate the bushings of the two threaded sleeves through the stiffeners, and when turning counterclockwise, make the support rod Ⅰ5 with positive and negative teeth and the support rod Ⅱ13 inward Shrink, thereby driving the formwork main bodies Ⅰ and Ⅱ of the lower formwork 17 and the upper formwork 25 to separate from the pouring body; after the formwork main bodies Ⅰ and Ⅱ are loose, loosen the butterfly bolt 8 on the telescopic formwork support device to separate the support rod Ⅰ5 from the support rod Ⅱ13 , and then drag the lower formwork 17 and upper formwork 25 to the edge of the steel plate waterstop by using the support pole I5 and the support pole II13 respectively, remove the support pole I5 and the support pole II13 from the lower formwork 17 and the upper formwork 25, and move the lower formwork 17 and the upper formwork 25 by hand. The formwork main bodies I and II of the formwork 17 and the upper formwork 25 are taken out from the reserved openings and cleaned up for next use.

本发明实施例主要针对安装了钢板止水带的结构,并不限于上述实施所列举形式,作为本发明变换形式,对于没有钢板止水带结构,可不用分上、下模板制作和安装,可以直接按结构尺寸整块模板制作和安装。截面高度超过400mm,按本实例安装两层伸缩模板支撑装置,截面高度在400mm以下安装一层伸缩模板支撑装置即可。 The embodiment of the present invention is mainly aimed at the structure installed with steel plate waterstop, and is not limited to the forms listed in the above implementation. As a transformation form of the present invention, for the structure without steel plate waterstop, it is not necessary to make and install the upper and lower templates. Manufacture and install the entire formwork directly according to the structural size. If the section height exceeds 400mm, install two layers of telescopic formwork support devices according to this example, and install one layer of telescopic formwork support devices if the section height is below 400mm.

上述实施例仅是本发明的较佳实施例,本发明并不限于上述实施例所列举的形式,作为本发明的变换形式,模板主体Ⅰ和模板主体Ⅱ的结构并不限于上述实施例所列举的形式,如模板主体Ⅰ和模板主体Ⅱ也可仅由木板制作形成,而通过螺钉或螺栓等将销轴支座固定连接在木板的背面;模板主体Ⅰ和模板主体Ⅱ上也不一定要设置护框及钢筋齿;支撑杆Ⅰ和支撑杆Ⅱ也不一定为”┐”型;螺纹套筒的轴套与固定板之间也可不设置加劲肋,而是轴套与固定板直接连接;连接固定板Ⅰ和固定板Ⅱ的固定装置也可不是蝴蝶螺栓,而是其他固定装置,如普通的螺栓等;因此本发明并不限于上述实施例所列举的形式,只要在本发明的范围内所做的变换均属于本发明的范畴。 The above-mentioned embodiment is only a preferred embodiment of the present invention, and the present invention is not limited to the forms listed in the above-mentioned embodiments. As a transformation form of the present invention, the structure of the template main body I and the template main body II is not limited to the above-mentioned examples. For example, the formwork main body I and the formwork main body II can also be made of only wooden boards, and the pin shaft support is fixedly connected to the back of the wooden board by screws or bolts; it is not necessary to set the formwork main body I and the formwork main body II Protective frame and steel bar teeth; support rod I and support rod II are not necessarily "┐" type; there may be no stiffening ribs between the shaft sleeve and the fixed plate of the threaded sleeve, but the shaft sleeve and the fixed plate are directly connected; the connection The fixing device of fixed plate I and fixed plate II also can be not butterfly bolt, but other fixing devices, as common bolt etc.; The transformations done all belong to the category of the present invention.

Claims (7)

1.一种装拆方便的后浇带工具式模板,其特征在于:该后浇带工具式模板包括两块位置相对的模板主体Ⅰ(3)和模板主体Ⅱ(15);在模板主体Ⅰ(3)和模板主体Ⅱ(15)的背面之间设置有伸缩模板支撑装置,所述伸缩模板支撑装置包括销轴支座Ⅰ(4)、销轴支座Ⅱ(14)、支撑杆Ⅰ(5)、支撑杆Ⅱ(13)、螺纹套筒Ⅰ(7)、螺纹套筒Ⅱ(11);销轴支座Ⅰ(4)设置在模板主体Ⅰ(3)的背面,销轴支座Ⅱ(14)设置在模板主体Ⅱ(15)的背面,销轴支座Ⅰ(4)上设有销孔Ⅰ(2),销轴支座Ⅱ(14)上设有销孔Ⅱ(16);所述支撑杆Ⅰ(5)一端插入安装在模板主体Ⅰ(3)背面销轴支座Ⅰ(4)的销孔Ⅰ(2)中,所述支撑杆Ⅱ(13)一端插入安装在模板主体Ⅱ(15)背面销轴支座Ⅱ(14)的销孔Ⅱ(16)中,所述支撑杆Ⅰ(5)和支撑杆Ⅱ(13)未插入销孔Ⅰ(2)、销孔Ⅱ(16)一端分别设有正反牙螺纹;所述螺纹套筒Ⅰ(7)包括设有螺纹的轴套Ⅰ(6)及与轴套Ⅰ(6)连接的固定板Ⅰ(9),所述螺纹套筒Ⅱ(11)包括设有螺纹的轴套Ⅱ(12)及与轴套Ⅱ(12)连接的固定板Ⅱ(10),所述螺纹套筒Ⅰ(7)通过轴套Ⅰ(6)连接在支撑杆Ⅰ(5)未插入销孔Ⅰ(2)的一端,所述螺纹套筒Ⅱ(11)通过轴套Ⅱ(12)连接在支撑杆Ⅱ(13)未插入销孔Ⅱ(16)的一端,通过固定装置将螺纹套筒Ⅰ(7)的固定板Ⅰ(9)与螺纹套筒Ⅱ(11)的固定板Ⅱ(10)对接,使得支撑杆Ⅰ(5)与支撑杆Ⅱ(13)连接在模板主体Ⅰ(3)和模板主体Ⅱ(15)的背面之间。 1. A post-cast belt tool-type formwork that is easy to assemble and disassemble, characterized in that: the post-cast belt tool-type formwork includes two oppositely positioned formwork main bodies I (3) and formwork main body II (15); (3) and the back of the formwork main body II (15) is provided with a telescopic formwork support device, the telescopic formwork support device includes pin shaft support I (4), pin shaft support II (14), support rod I ( 5), support rod Ⅱ (13), threaded sleeve Ⅰ (7), threaded sleeve Ⅱ (11); the pin shaft support Ⅰ (4) is set on the back of the formwork main body Ⅰ (3), and the pin shaft support Ⅱ (14) Set on the back of the formwork main body II (15), the pin hole I (2) is provided on the pin support I (4), and the pin hole II (16) is provided on the pin support II (14); One end of the support rod I (5) is inserted and installed in the pin hole I (2) of the pin shaft support I (4) on the back of the template body I (3), and one end of the support rod II (13) is inserted and installed in the template body In the pin hole II (16) of the pin shaft support II (14) on the back of II (15), the support rod I (5) and the support rod II (13) are not inserted into the pin hole I (2), pin hole II ( 16) One end is respectively provided with positive and negative threads; the threaded sleeve I (7) includes a threaded shaft sleeve I (6) and a fixed plate I (9) connected with the shaft sleeve I (6). The threaded sleeve II (11) includes a threaded shaft sleeve II (12) and a fixed plate II (10) connected to the shaft sleeve II (12). The threaded sleeve I (7) passes through the shaft sleeve I (6 ) is connected to the end of the support rod I (5) that is not inserted into the pin hole I (2), and the threaded sleeve II (11) is connected to the end of the support rod II (13) that is not inserted into the pin hole II ( 16), connect the fixed plate I (9) of the threaded sleeve I (7) with the fixed plate II (10) of the threaded sleeve II (11) through the fixing device, so that the support rod I (5) and the support rod II (13) is connected between the template body I (3) and the back of the template body II (15). 2.如权利要求1所述的装拆方便的后浇带工具式模板,其特征在于:所述模板主体Ⅰ(3)和模板主体Ⅱ(15)分别包括平板状的木板(20)及覆盖在木板(20)背面的铁板(19),所述销轴支座Ⅰ(4)、销轴支座Ⅱ(14)分别焊接在铁板(19)上。 2. The post-casting tool-type formwork with convenient assembly and disassembly as claimed in claim 1, characterized in that: said formwork main body I (3) and formwork main body II (15) respectively include flat boards (20) and cover On the iron plate (19) on the back side of the plank (20), the pin bearing I (4) and pin bearing II (14) are respectively welded on the iron plate (19). 3.如权利要求2所述的装拆方便的后浇带工具式模板,其特征在于:所述模板主体Ⅰ(3)和模板主体Ⅱ(15)还分别包括包裹在木板(20)底端和顶端的护框(21)。 3. The easy-to-assemble post-cast tool-type formwork according to claim 2, characterized in that: the formwork main body I (3) and the formwork main body II (15) also respectively include And the guard frame (21) of top. 4.如权利要求3所述的装拆方便的后浇带工具式模板,其特征在于:所述模板主体Ⅰ(3)和模板主体Ⅱ(15)还分别包括间隔焊接在木板底端护框(21)或木板顶端护框(21)上钢筋齿(18)。 4. The post-cast tool-type formwork with convenient assembly and disassembly as claimed in claim 3, characterized in that: said formwork main body I (3) and formwork main body II (15) also include protective frames welded at intervals at the bottom of the plank (21) or plank top guard frame (21) go up steel bar tooth (18). 5.如权利要求1所述的装拆方便的后浇带工具式模板,其特征在于:所述支撑杆Ⅰ(5)和支撑杆Ⅱ(13)均为”┐”型。 5. The post-cast belt tool-type formwork with convenient assembly and disassembly according to claim 1, characterized in that: the support rod I (5) and the support rod II (13) are both "┐" type. 6.如权利要求1所述的装拆方便的后浇带工具式模板,其特征在于:所述螺纹套筒Ⅰ(7)的轴套Ⅰ(6)与固定板Ⅰ(9)之间还设置有加劲肋Ⅰ(22),所述螺纹套筒Ⅱ(11)的轴套Ⅱ(12)与固定板Ⅱ(10)之间还设置有加劲肋Ⅱ(24)。 6. The post-cast belt tool formwork with convenient assembly and disassembly according to claim 1, characterized in that: there is a gap between the shaft sleeve I (6) of the threaded sleeve I (7) and the fixed plate I (9). A stiffening rib I (22) is provided, and a stiffening rib II (24) is also provided between the shaft sleeve II (12) of the threaded sleeve II (11) and the fixing plate II (10). 7.如权利要求1所述的装拆方便的后浇带工具式模板,其特征在于:连接固定板Ⅰ(9)和固定板Ⅱ(10)的固定装置为蝴蝶螺栓(8),固定板Ⅰ(9)和固定板Ⅱ(10)的上下两端分别设有与蝴蝶螺栓(8)配合的凹槽(23)。 7. The post-cast belt tool formwork with convenient assembly and disassembly as claimed in claim 1, characterized in that: the fixing device connecting the fixed plate I (9) and the fixed plate II (10) is a butterfly bolt (8), and the fixed plate The upper and lower ends of I (9) and the fixing plate II (10) are respectively provided with grooves (23) that cooperate with butterfly bolts (8).
CN201310363518.7A 2013-08-20 2013-08-20 A post-cast tool-type formwork with convenient assembly and disassembly Active CN103452143B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310363518.7A CN103452143B (en) 2013-08-20 2013-08-20 A post-cast tool-type formwork with convenient assembly and disassembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310363518.7A CN103452143B (en) 2013-08-20 2013-08-20 A post-cast tool-type formwork with convenient assembly and disassembly

Publications (2)

Publication Number Publication Date
CN103452143A CN103452143A (en) 2013-12-18
CN103452143B true CN103452143B (en) 2015-08-26

Family

ID=49734950

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310363518.7A Active CN103452143B (en) 2013-08-20 2013-08-20 A post-cast tool-type formwork with convenient assembly and disassembly

Country Status (1)

Country Link
CN (1) CN103452143B (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105256931B (en) * 2015-09-11 2017-10-27 江苏楚鼎建设工程有限公司 Reinforced Concrete Slab Cracks control method
CN106760496A (en) * 2016-12-21 2017-05-31 中国建筑第四工程局有限公司 A kind of floor beam plate post-cast strip template support system and its construction method
CN107724427B (en) * 2017-10-18 2019-07-12 上海市隧道工程轨道交通设计研究院 A kind of connection method of immersed tube tunnel segment joint
CN108571001B (en) * 2018-05-17 2019-12-03 福建省惠东建筑工程有限公司 A kind of alter-pouring strips mould plate and its supporting process
CN111593885A (en) * 2019-02-20 2020-08-28 广西华业建筑工程有限公司 A kind of plug-in composite post-cast belt side form and construction method
CN110528464B (en) * 2019-09-16 2024-07-30 中建筑港集团有限公司 Double-deck waterstop construction fixing device
CN111173042B (en) * 2019-12-30 2021-11-30 浙江恒鸿建设有限公司 Advanced water stop post-cast strip of foundation slab and construction method
CN112962960B (en) * 2021-02-09 2022-07-01 广西建工集团第三建筑工程有限责任公司 Early formwork stripping support system of coincide floor rigid coupling independent stay
CN117144984A (en) * 2023-09-23 2023-12-01 北京建工集团有限责任公司 Combined support partition pouring basement floor post-pouring belt construction device

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5746033A (en) * 1994-01-11 1998-05-05 Chuang; Yung-Chuan Method for constructing one-step group fixed window frames in a concrete-structured building
CN2417235Y (en) * 2000-01-24 2001-01-31 刘国恩 Telescopic type rigid shutterings frame for small side door
CN202323769U (en) * 2011-11-30 2012-07-11 成都市市政工程(集团)有限责任公司 Telescopic support link for bridge construction
CN202706536U (en) * 2012-06-29 2013-01-30 中国建筑第五工程局有限公司 Lateral support formwork applied to post-cast strip or construction joint
CN202787330U (en) * 2012-08-21 2013-03-13 中建七局第一建筑有限公司 Post-cast strip template
CN203462494U (en) * 2013-08-20 2014-03-05 广西建工集团第三建筑工程有限责任公司 A post-cast tool-type formwork with convenient assembly and disassembly

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5746033A (en) * 1994-01-11 1998-05-05 Chuang; Yung-Chuan Method for constructing one-step group fixed window frames in a concrete-structured building
CN2417235Y (en) * 2000-01-24 2001-01-31 刘国恩 Telescopic type rigid shutterings frame for small side door
CN202323769U (en) * 2011-11-30 2012-07-11 成都市市政工程(集团)有限责任公司 Telescopic support link for bridge construction
CN202706536U (en) * 2012-06-29 2013-01-30 中国建筑第五工程局有限公司 Lateral support formwork applied to post-cast strip or construction joint
CN202787330U (en) * 2012-08-21 2013-03-13 中建七局第一建筑有限公司 Post-cast strip template
CN203462494U (en) * 2013-08-20 2014-03-05 广西建工集团第三建筑工程有限责任公司 A post-cast tool-type formwork with convenient assembly and disassembly

Also Published As

Publication number Publication date
CN103452143A (en) 2013-12-18

Similar Documents

Publication Publication Date Title
CN103452143B (en) A post-cast tool-type formwork with convenient assembly and disassembly
CN104631512B (en) Hang modulus method after-pouring band beam-slab construction method
CN103696359B (en) A kind of prefabricated and cast-in-place bridge pier body structure of combining and construction method
CN204024679U (en) Buried water stop fastening devices in a kind of tunnel lining hoop
CN105780923A (en) Assembly structure of prefabricated concrete beam and concrete-filled steel tube column
CN111472540A (en) Integrated formwork system suitable for concrete pouring of pool wall and construction method thereof
CN110284702A (en) A kind of constructing device and construction method of hyperboloid arc mixed mud wall
CN103321405B (en) Large formwork lifting construction method for shear wall and cylinder concrete structure
CN102518148A (en) Architecture related to triangular bracing structure of underground open cut station and construction method thereof
CN102561193A (en) Construction technology of closure section for rotary continuous beam for overpass electrified railway and hanging basket thereof
CN103243638B (en) Bridge space radioactive concrete-filled steel tube bridge pier and construction method thereof
CN202900288U (en) Steel section skeleton combined structure of tunnel minor radius section lining pouring
CN205637239U (en) Completely assembling formula steel pipe concrete frame compound shear wall structure
CN105256995B (en) Reinforcing device and construction method for inner formwork of deformation joints of shear wall structure
CN207063522U (en) A kind of frame column high-supported formwork
CN103774838B (en) A kind of construction of lift well assembling safe operation platform and using method
CN206245464U (en) One kind is gone along with sb. to guard him by power integrated prefabricated balcony
CN215563552U (en) Vertical joint construction of prefabricated wallboard based on ultra high performance concrete form
CN202831624U (en) Template for deformation joint of shear wall
CN201901941U (en) Building system combining precast concrete member and cast-in-place concrete template
CN209907616U (en) Cast-in-place floor construction joint side keeps off structure
CN105275198B (en) A kind of shear-wall strengthening formwork structure and its construction method
CN110847598B (en) A thin-walled hollow pier diaphragm bottom template and construction method
CN204125963U (en) A kind of communication tower steel pipe pile foundation
CN208056107U (en) A kind of combined steel formwork support system

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CB03 Change of inventor or designer information
CB03 Change of inventor or designer information

Inventor after: Liang Dechu

Inventor after: Yang Dongyuan

Inventor after: Li Hao

Inventor after: Zhou Zhirong

Inventor after: Liang Jinhua

Inventor after: Ouyang Liye

Inventor after: Yang Liude

Inventor before: Liang Dechu

Inventor before: Zhou Zhirong

Inventor before: Liang Jinhua

Inventor before: Ouyang Liye

Inventor before: Yang Liude