技术领域technical field
本实用新型属于建筑混凝土施工设备的技术领域，尤其涉及一种建筑清水立柱模板托架系统。The utility model belongs to the technical field of building concrete construction equipment, in particular to a formwork bracket system for building clear water columns.
背景技术Background technique
对混凝土立柱进行浇筑前，需要将四面模板固定夹住以形成模腔，为此需要使用到建筑清水立柱模板托架系统。现有建筑清水立柱模板托架系统如图1、图2所示（图1、图2只表示了前后方向的夹紧结构，左右方向的夹紧结构与此类同），在四面模板8的外围分别设有木楞条9，每相对两面的木楞条9利用水平螺栓4加上螺母41对拉锁紧，木楞条9与螺母41、螺栓帽之间还需设置垫片91。这样，就利用木楞条9将四面模板8从四周夹紧固定，形成可以浇灌混凝土的模腔81，并防止混凝土胀模变形。Before pouring the concrete column, it is necessary to clamp the formwork on all sides to form a mold cavity. For this purpose, the formwork bracket system for the clear water column needs to be used. The existing building clear water column formwork bracket system is shown in Figure 1 and Figure 2 (Figure 1 and Figure 2 only show the clamping structure in the front and rear directions, and the clamping structure in the left and right directions is the same as this). Periphery is provided with corrugated bar 9 respectively, and the corrugated bar 9 of every relative two sides utilizes horizontal bolt 4 to add nut 41 to pull and lock, also need to arrange gasket 91 between corrugated bar 9 and nut 41, bolt cap. Like this, just utilize corrugated bar 9 to clamp and fix the four-sided formwork 8 from around, form the mold cavity 81 that can pour concrete, and prevent the deformation of concrete swelling.
但现有上述建筑清水立柱模板托架系统存在以下不足：But there are following deficiencies in the existing above-mentioned building clear water column formwork bracket system:
一、拆模时，需要将螺母41从螺栓4上完全拧开，并使螺母41与螺栓4完全分离，这样才能将模板8拆开，这意味着螺母41拧动的距离长，费时长，而且在拆模后，螺母41、垫片92、木楞条9、螺栓4各自分离四散，必须分别收纳进入工具箱，收纳及保管起来比较麻烦，螺母、垫片等小零件容易丢失，而在组装模板时，又必须逐一从工具箱挑取出螺母41、垫片92、螺栓4等。总之，现有技术中，立柱模板不管是在安装还是在拆卸过程中，螺母的拧上或解下都是非常麻烦、费工的（每一根立柱的各木楞条9由上而下布置，每一面的木楞条9共有十条左右，四面共有四十条左右的木楞条，因此每一根立柱至少需要拧四十颗螺母41，每一层楼需要拧动几千颗甚至上万颗螺母，而且全靠工人手工安装及拧动，显得十分耗工）。1. When removing the formwork, it is necessary to completely unscrew the nut 41 from the bolt 4 and completely separate the nut 41 from the bolt 4, so that the formwork 8 can be disassembled, which means that the screwing distance of the nut 41 is long and time-consuming. And after demoulding, nut 41, spacer 92, corrugated bar 9, bolt 4 are separated and scattered respectively, must be accommodated into tool box respectively, receive and keep more troublesome, small parts such as nut, spacer are lost easily, and in When assembling the formwork, nuts 41, gaskets 92, bolts 4, etc. must be picked out from the tool box one by one. In a word, in the prior art, whether the column formwork is installed or in the disassembly process, it is very troublesome and labor-intensive to screw on or untie the nuts (the wooden corrugated strips 9 of each column are arranged from top to bottom) , there are about ten wooden corrugated strips 9 on each side, and about forty wooden corrugated strips on all four sides. Therefore, at least forty nuts 41 need to be screwed on each column, and thousands or even tens of thousands of nuts 41 need to be screwed on each floor. nuts, and it is all manually installed and screwed by workers, which is very labor-intensive).
二、每条木楞条必须钻取两个通孔，两个通孔之间的间距必须略大于立柱的边长，这意味着每条木楞条只适合一种边长的立柱，而不能适合于多种不同截面边长的的立柱。2. Each corrugated strip must drill two through holes, and the distance between the two through holes must be slightly larger than the side length of the column, which means that each corrugated strip is only suitable for a column with a side length, and cannot It is suitable for columns with various side lengths.
实用新型内容Utility model content
本实用新型的目的在于克服上述缺点而提供一种建筑清水立柱模板托架系统，它施工操作方便，而且同一托架系统适合于多种边长的的立柱。The purpose of this utility model is to overcome above-mentioned shortcoming and provide a kind of building clear water column formwork support system, its construction operation is convenient, and the same support system is suitable for the column of various side lengths.
其目的可以按以下方案实现：一种建筑清水立柱模板托架系统，其特征在于包括两条竖向延伸的双槽金属骨架型材，每条双槽金属骨架型材一体形成有两条U字形的第一夹槽，两条U字形的第一夹槽的槽口宽度相等，从水平剖面看，两条第一夹槽的槽口朝向互相垂直；每条第一夹槽的槽底背面形成有竖向延伸的第一凸沿；对应于每条双槽金属骨架型材配套设有两条竖向延伸的单槽金属骨架型材，每条单槽金属骨架型材形成有一条U字形的第二夹槽，第二夹槽的槽口宽度等于第一夹槽的槽口宽度；每条第二夹槽的槽底背面形成有竖向延伸的第二凸沿；每条单槽金属骨架型材还一体形成有斜向定位片，从水平剖面看，斜向定位片所在平面与第二夹槽的槽口朝向形成45°夹角；斜向定位片位于第二夹槽的槽底后方；还设有多条水平锁扣，每条水平锁扣包括有一根螺栓，每根螺栓的第一端设有螺帽或拧有第一螺母，每根螺栓的第二端拧有第二螺母，每根螺栓外面还依次套设有三段外套筒，三段外套筒被限定在第二端的第二螺母和对应第一端的螺帽或第一螺母中间，其中第二段外套筒位于第一段外套筒和第三段外套筒中间，且第一段外套筒的内端、第三段外套筒的内端可轴向滑动地套在第二段外套筒里面，第一段外套筒的外端还一体形成有可以勾住所述第一凸沿的第一钩舌，第三段外套筒的外端还一体形成有可以勾住所述第二凸沿的第二钩舌；在第三段外套筒和第二螺母之间还设有钩板，所述钩板包括一体形成的直板和斜板，斜板和直板形成135°夹角，其中直板形成有中空的通孔，所述直板利用该通孔套在螺栓上，且直板被夹在第二螺母和第三段外套筒之间。Its purpose can be achieved according to the following scheme: a formwork bracket system for building clear water columns, which is characterized in that it includes two vertically extending double-slot metal skeleton profiles, and each double-slot metal skeleton profile is integrally formed with two U-shaped first One clamping groove, the notches of the two U-shaped first clamping grooves have the same width. Viewed from the horizontal section, the notches of the two first clamping grooves are perpendicular to each other; the bottom and back of each first clamping groove are formed with vertical The first convex edge extending in the direction; corresponding to each double-slot metal skeleton profile, there are two vertically extending single-slot metal skeleton profiles, and each single-slot metal skeleton profile is formed with a U-shaped second clamping groove. The notch width of the second clamping groove is equal to the notch width of the first clamping groove; the bottom and back of each second clamping groove is formed with a vertically extending second convex edge; each single-slot metal skeleton profile is also integrally formed with The oblique positioning piece, viewed from the horizontal section, the plane where the oblique positioning piece is located forms an angle of 45° with the notch of the second clamping groove; the oblique positioning piece is located behind the bottom of the second clamping groove; there are also multiple Horizontal locks, each horizontal lock includes a bolt, the first end of each bolt is provided with a nut or is screwed with a first nut, the second end of each bolt is screwed with a second nut, and each bolt has a There are three sections of outer sleeves in sequence, and the three sections of outer sleeves are defined between the second nut at the second end and the nut or the first nut corresponding to the first end, wherein the second section of the outer sleeve is located in the first section of the outer sleeve The middle of the sleeve and the third section of the outer sleeve, and the inner end of the first section of the outer sleeve and the inner end of the third section of the outer sleeve can be axially slidably sleeved inside the second section of the outer sleeve, and the first section of the outer sleeve The outer end of the sleeve is also integrally formed with a first knuckle that can hook the first protruding edge, and the outer end of the third section of the outer sleeve is also integrally formed with a second knuckle that can hook the second protruding edge; A hook plate is also provided between the third section of the outer sleeve and the second nut, and the hook plate includes an integrally formed straight plate and a slanted plate, the slanted plate and the straight plate form an included angle of 135°, wherein the straight plate is formed with a hollow through hole, The straight plate is sleeved on the bolt by using the through hole, and the straight plate is clamped between the second nut and the third section of the outer sleeve.
每根螺栓的第一端拧有第一螺母，每根螺栓的第一端还设有限制第一螺母脱出螺栓的第一限位结构，每根螺栓的第二端还设有限制第二螺母脱出螺栓的第二限位结构。The first end of each bolt is screwed with a first nut, the first end of each bolt is also provided with a first limiting structure that restricts the first nut from coming out of the bolt, and the second end of each bolt is also provided with a second nut that restricts Break out of the second limiting structure of the bolt.
第一限位结构和第二限位结构是为了防止螺母从螺栓末端完全脱开，所以第一限位结构和第二限位结构可以是将螺栓末端压扁使其尺寸大于螺母内径，也可以是使其螺纹变形，或者可以是尺寸大于螺母内径的焊接块。The first limit structure and the second limit structure are to prevent the nut from being completely disengaged from the end of the bolt, so the first limit structure and the second limit structure can be to flatten the end of the bolt to make its size larger than the inner diameter of the nut, or Either it deforms its threads, or it can be a weld bump that is sized larger than the inside diameter of the nut.
本申请文件中，所谓第一段外套筒的内端，是指第一段外套筒靠近第二段外套筒的一端，而第一段外套筒的外端即是内端的相对另一端。同样，所谓第三段外套筒的内端，是指第三段外套筒靠近第二段外套筒的一端，而第三段外套筒的外端即是内端的相对另一端。In this application document, the so-called inner end of the first section of the outer sleeve refers to the end of the first section of the outer sleeve close to the second section of the outer sleeve, and the outer end of the first section of the outer sleeve is the opposite end of the inner end. one end. Similarly, the inner end of the so-called third section of the outer sleeve refers to the end of the third section of the outer sleeve near the second section of the outer sleeve, and the outer end of the third section of the outer sleeve is the opposite end of the inner end.
本实用新型具有以下优点和效果：The utility model has the following advantages and effects:
一、本实用新型的在拆模过程中，只需将第二螺母或第一螺母稍微向外侧拧开，就可实行拆模，而拆模时第一螺母、第二螺母还可以继续保留连缀在螺栓上，不必拆卸下来。不管是拆模还是安装模板过程中，第二螺母（第一螺母）拧动距离短，耗费时间短，更重要的是，第二螺母（第一螺母）、垫片在拆模后可以保持与螺栓连缀在一起，不易丢失，收纳方便，保管方便。1. In the demoulding process of the utility model, only need to unscrew the second nut or the first nut slightly to the outside, and the demoulding can be carried out, and the first nut and the second nut can continue to be connected during the demoulding. On the bolt, it does not have to be disassembled. No matter in the process of removing the formwork or installing the formwork, the second nut (the first nut) has a short screwing distance and takes less time. More importantly, the second nut (the first nut) and the gasket can keep the same distance after the formwork is removed. Bolts are connected together, not easy to lose, easy to store and store.
二、同一托架系统适合于多种边长的的立柱，只需调节改变第一段外套筒、第三段外套筒插入第二段外套筒的长度，即可实现同一托架系统有效长度的无级可调。2. The same bracket system is suitable for columns with various side lengths. You only need to adjust and change the length of the first outer sleeve and the third outer sleeve inserted into the second outer sleeve to realize the same bracket system. Steplessly adjustable effective length.
附图说明Description of drawings
图1是传统建筑清水立柱模板托架系统的结构原理示意图。Fig. 1 is a schematic diagram of the structural principle of the traditional building clear water column formwork bracket system.
图2是图1中建筑清水立柱模板托架系统的分解结构示意图。Fig. 2 is a schematic diagram of the exploded structure of the formwork bracket system of the building clear water column in Fig. 1 .
图3是本实用新型第一种具体实施例的分解结构示意图。Fig. 3 is a schematic diagram of the exploded structure of the first embodiment of the utility model.
图4是本实用新型第一种具体实施例的使用状态示意图。Fig. 4 is a schematic view of the use state of the first specific embodiment of the present invention.
图5是图3中的双槽金属骨架型材的截面形状示意图。Fig. 5 is a schematic cross-sectional shape diagram of the double-slot metal frame profile in Fig. 3 .
图6是图3中的单槽金属骨架型材的截面形状示意图。Fig. 6 is a schematic diagram of the cross-sectional shape of the single-slot metal frame profile in Fig. 3 .
图7是图4中的每条水平锁扣的立体形状示意图。FIG. 7 is a schematic diagram of the three-dimensional shape of each horizontal lock in FIG. 4 .
图8是图7中的水平锁扣的分解结构示意图。FIG. 8 is a schematic diagram of an exploded structure of the horizontal lock in FIG. 7 .
图9是图8中的第一段外套筒的立体结构示意图。FIG. 9 is a schematic perspective view of the first section of the outer sleeve in FIG. 8 .
图10是图8中的第三段外套筒的立体结构示意图。FIG. 10 is a schematic perspective view of the third section of the outer sleeve in FIG. 8 .
图11是图4中的水平锁扣的剖面结构示意图。FIG. 11 is a schematic cross-sectional structure diagram of the horizontal lock in FIG. 4 .
图12是图11中的水平锁扣的主视结构示意图。Fig. 12 is a schematic front view of the horizontal lock in Fig. 11 .
图13是图8中的钩板的立体结构示意图。Fig. 13 is a schematic perspective view of the three-dimensional structure of the hook plate in Fig. 8 .
图14是利用水平锁扣锁紧第一面模板后的状态示意图。Fig. 14 is a schematic diagram of the state after the first side template is locked by the horizontal lock.
图15是利用水平锁扣锁紧将第一面模板和第二面模板组装成为直角后的状态示意图。Fig. 15 is a schematic diagram of the state after the first side formwork and the second side formwork are assembled into a right angle by using the horizontal locking buckle.
图16是四面模板两两组装成为直角后再拼装成为矩形的方式示意图。Fig. 16 is a schematic diagram of the manner in which four-sided templates are assembled in pairs to form a right angle and then assembled into a rectangle.
图17是图16中两个单槽金属骨架型材拼合在一起但钩板尚未钩紧的状态示意图。Fig. 17 is a schematic diagram of the state in which two single-slot metal skeleton sections in Fig. 16 are put together but the hook plate is not hooked tightly.
图18是图17中两个单槽金属骨架型材拼合在一起且被钩板钩紧的状态示意图。Fig. 18 is a schematic diagram of the state in which two single-slot metal skeleton sections in Fig. 17 are put together and hooked tightly by the hook plate.
图19是图16中四面模板固定拼装后的状态示意图。Fig. 19 is a schematic view of the fixed and assembled state of the four-sided formwork in Fig. 16 .
图20是图12中的螺栓两端焊接上限位块后的形状示意图。Fig. 20 is a schematic diagram of the shape of the bolt in Fig. 12 after the upper limit block is welded to both ends.
图21是第二种具体实施例的水平锁扣的主视结构示意图。Fig. 21 is a front structural schematic view of the horizontal latch of the second specific embodiment.
具体实施方式Detailed ways
实施例一Embodiment one
图3、图4、图5、图6所示，该建筑清水立柱模板托架系统包括有两条竖向延伸的双槽金属骨架型材1，每条双槽金属骨架型材1一体形成有两条U字形的第一夹槽11，两条U字形的第一夹槽11的槽口宽度相等（图5中尺寸m=n），从水平剖面看，两条第一夹槽11的槽口朝向互相垂直（其中一条第一夹槽11的槽口朝向如图5中箭头a 所示，另一条第一夹槽11的槽口朝向如图5中箭头b所示）；每条第一夹槽11的槽底背面形成有竖向延伸的第一凸沿12；对应于每条双槽金属骨架型材1配套设有两条竖向延伸的单槽金属骨架型材2，每条单槽金属骨架型材2的竖向高度等于双槽金属骨架型材1的竖向高度，每条单槽金属骨架型材2形成有一条U字形的第二夹槽21，第二夹槽21的槽口宽度（如图6中尺寸d所示）等于第一夹槽11的槽口宽度（如图5中尺寸m或尺寸n所示）；每条第二夹槽21的槽底背面形成有竖向延伸的第二凸沿22；每条单槽金属骨架型材2还一体形成有斜向定位片23，从水平剖面看，斜向定位片23所在平面与第二夹槽21的槽口朝向（如图6中箭头f所示）)形成45°夹角；斜向定位片23位于第二夹槽21的槽底后方。As shown in Fig. 3, Fig. 4, Fig. 5 and Fig. 6, the formwork bracket system for clear water columns of this building includes two double-slot metal skeleton profiles 1 extending vertically, and each double-slot metal skeleton profile 1 is integrally formed with two U-shaped first clamping groove 11, the notches of the two U-shaped first clamping grooves 11 have the same width (dimension m=n in Figure 5), and from a horizontal section, the notches of the two first clamping grooves 11 face perpendicular to each other (one of the first clamping grooves 11 is directed toward the arrow a in Figure 5, and the other first clamping groove 11 is directed towards the arrow b in Figure 5); each first clamping groove The back of the groove bottom of 11 is formed with a vertically extending first convex edge 12; corresponding to each double-slot metal skeleton profile 1, two vertically extending single-slot metal skeleton profiles 2 are provided, and each single-slot metal skeleton profile The vertical height of 2 is equal to the vertical height of the double-slot metal frame profile 1, and each single-slot metal frame profile 2 is formed with a U-shaped second clamping groove 21, and the notch width of the second clamping groove 21 (as shown in Figure 6 The middle dimension d) is equal to the notch width of the first clamping groove 11 (as shown by the dimension m or dimension n in Figure 5); the bottom and back of each second clamping groove 21 is formed with a second convex Along 22; each single-slot metal skeleton profile 2 is also integrally formed with an oblique positioning piece 23, viewed from the horizontal section, the plane where the oblique positioning piece 23 is located is facing the notch of the second clamping groove 21 (arrow f in Figure 6 As shown)) form an included angle of 45°; the oblique positioning piece 23 is located behind the bottom of the second clamping groove 21 .
图3、图4、图5、图6所示，该实施例还设有多条水平锁扣3。图7、图8、图9、图10、图11、图12所示，每条水平锁扣3包括有一根螺栓4，每根螺栓4的第一端拧有第一螺母41，每根螺栓4的第二端拧有第二螺母42，每根螺栓4外面还依次套设有三段外套筒31、32、33，三段外套筒31、32、33被限定在第一端的第一螺母41和第二端的第二螺母42中间，其中第二段外套筒32位于第一段外套筒31和第三段外套筒33中间，且第一段外套筒31的内端（在图12中为右端部）可轴向滑动地套在第二段外套筒32里面，第三段外套筒33的内端（在图12中为左端部）也可轴向滑动地套在第二段外套筒32里面，第一段外套筒31的外端（在图12中为左端部）还一体形成有可以勾住第一凸沿11的第一钩舌51，第三段外套筒33的外端（在图12中为右端部）还一体形成有可以勾住第二凸沿12的第二钩舌52；在第三段外套筒33和第二螺母42之间还设有钩板6。图13、图12所示，所述钩板6包括一体形成的直板61和斜板62，斜板62和直板61形成135°夹角，其中直板61形成有中空的通孔610，所述直板61利用该通孔610套在螺栓4上，且直板61被夹在第二螺母42和第三段外套筒33之间。As shown in Fig. 3, Fig. 4, Fig. 5 and Fig. 6, this embodiment is also provided with a plurality of horizontal latches 3. As shown in Fig. 7, Fig. 8, Fig. 9, Fig. 10, Fig. 11 and Fig. 12, each horizontal lock 3 includes a bolt 4, and the first end of each bolt 4 is screwed with a first nut 41, and each bolt The second end of 4 is screwed with a second nut 42, and each bolt 4 is also provided with three sections of outer sleeves 31, 32, 33 in sequence, and the three sections of outer sleeves 31, 32, 33 are limited to the first end of the first end. Between a nut 41 and the second nut 42 at the second end, wherein the second section of the outer sleeve 32 is located between the first section of the outer sleeve 31 and the third section of the outer sleeve 33, and the inner end of the first section of the outer sleeve 31 (the right end in FIG. 12 ) is axially slidably sleeved inside the second section of the outer sleeve 32 , and the inner end (the left end in FIG. 12 ) of the third section of the outer sleeve 33 is also axially slidable. Covered inside the second section of the outer sleeve 32, the outer end (the left end in Figure 12) of the first section of the outer sleeve 31 is also integrally formed with a first knuckle 51 that can hook the first protruding edge 11. The outer end (right end in FIG. 12 ) of the three-section outer sleeve 33 is also integrally formed with a second knuckle 52 that can hook the second flange 12; Also be provided with hook plate 6 between. As shown in Fig. 13 and Fig. 12, the hook plate 6 includes an integrally formed straight plate 61 and a slanted plate 62, the slanted plate 62 and the straight plate 61 form an included angle of 135°, wherein the straight plate 61 is formed with a hollow through hole 610, and the straight plate 61 is sleeved on the bolt 4 through the through hole 610 , and the straight plate 61 is sandwiched between the second nut 42 and the third section of the outer sleeve 33 .
上述实施例的一种使用组装方法如下：A kind of using assembly method of above-mentioned embodiment is as follows:
一、先利用第一条双槽金属骨架型材1、第一条单槽金属骨架型材2、若干条水平锁扣3将第一面立柱模板8夹紧，立柱模板8的其中一侧沿插入双槽金属骨架型材1的一条第一夹槽11，立柱模板8的另一侧沿插入单槽金属骨架型材2的第二夹槽21，然后利用水平锁扣3的第一钩舌51钩住该第一夹槽11背后的第一凸沿12，利用水平锁扣3的第二钩舌52钩住该第二夹槽21背后的第二凸沿22，接着将水平锁扣3的第一螺母41、第二螺母42向内侧拧动，使第一螺母41、第二螺母42将第一段外套筒31和第三段外套筒33初步夹住，而第一段外套筒31和第三段外套筒33将双槽金属骨架型材1、单槽金属骨架型材2、第一面立柱模板8初步夹住；初步夹住时，斜板62和斜向定位片23分别位于对应螺栓4的不同侧；第一步骤结束后的状态如图14所示；1. First use the first double-slot metal skeleton profile 1, the first single-slot metal skeleton profile 2, and several horizontal locks 3 to clamp the first column formwork 8, and insert one side of the column formwork 8 along the double A first clamping groove 11 of the grooved metal skeleton profile 1, the other side of the column template 8 is inserted into the second clamping groove 21 of the single groove metal skeleton profile 2, and then the first knuckle 51 of the horizontal lock 3 is used to hook the The first protruding edge 12 at the back of the first clamping groove 11 utilizes the second knuckle 52 of the horizontal lock 3 to hook the second protruding edge 22 at the back of the second clamping groove 21, and then the first nut of the horizontal lock 3 41. The second nut 42 is screwed inward, so that the first nut 41 and the second nut 42 initially clamp the first section of the outer sleeve 31 and the third section of the outer sleeve 33, while the first section of the outer sleeve 31 and the third section of the outer sleeve The third outer sleeve 33 preliminarily clamps the double-slot metal skeleton profile 1, the single-slot metal skeleton profile 2, and the first column formwork 8; 4 different sides; the state after the first step is shown in Figure 14;
二、再利用第一条双槽金属骨架型材1、第二条单槽金属骨架型材2、另外若干条水平锁扣3将第二面立柱模板8夹紧，其中第二面立柱模板8的其中一侧沿插入双槽金属骨架型材1的另一第一夹槽11，其余方面的动作与上述第一步骤类同；其中第二面立柱模板8与第一面立柱模板8组装后形成垂直；第二步骤所安装的水平锁扣3与第一步骤所安装的水平锁扣3呈异面垂直状态，或者说，第二步骤所使用的螺栓4与第一步骤所使用的螺栓4呈异面垂直状态，第二步骤所安装的水平锁扣3与第一步骤所安装的水平锁扣3的竖向位置错开；第二步骤结束后，就得到第一组直角形模板组件，如图15所示；2. Reuse the first double-slot metal frame profile 1, the second single-slot metal frame profile 2, and several other horizontal locks 3 to clamp the second column formwork 8, wherein the second column formwork 8 One side is inserted into the other first clamping groove 11 of the double-groove metal skeleton profile 1, and the rest of the actions are similar to the first step above; wherein the second column formwork 8 is assembled with the first column formwork 8 to form vertical; The horizontal lock 3 installed in the second step is in a different plane and vertical state than the horizontal lock 3 installed in the first step, or in other words, the bolt 4 used in the second step is in a different plane from the bolt 4 used in the first step In the vertical state, the vertical positions of the horizontal lock 3 installed in the second step and the horizontal lock 3 installed in the first step are staggered; after the second step is completed, the first group of right-angled formwork components is obtained, as shown in Figure 15 Show;
三、将第二条双槽金属骨架型材1、第三条单槽金属骨架型材2、第四条单槽金属骨架型材2、另外若干条水平锁扣3、第三面立柱模板8、第四面立柱模板8按照第一步骤和第二步骤类同的方式拼装起来，得到第二组直角形模板组件，如图16所示；3. Put the second double-slot metal frame profile 1, the third single-slot metal frame profile 2, the fourth single-slot metal frame profile 2, several other horizontal locks 3, the third column formwork 8, the fourth Face column formwork 8 is assembled according to the similar mode of first step and second step, obtains the second group of rectangular formwork components, as shown in Figure 16;
四、将第一组直角形模板组件和第二组直角形模板组件初步拼凑成为矩形模板组件，拼凑过程如图16所示；刚初步拼凑后的两组直角形模板组件的斜向定位片23两两贴在一起，但钩板6的斜板62尚未将斜向定位片23钩住，如图17所示；4. The first group of right-angle formwork components and the second group of right-angle formwork components are preliminarily pieced together into rectangular formwork components. The process of assembling is shown in Figure 16; the oblique positioning pieces 23 of the two sets of right-angle formwork components that have just been assembled Two by two are pasted together, but the inclined plate 62 of the hook plate 6 has not yet hooked the oblique positioning piece 23, as shown in Figure 17;
五、将各钩板6绕各自对应的螺栓4转动180°，于是各钩板6可以将各单槽金属骨架型材2钩住，使各单槽金属骨架型材2位置固定，如图18、图19所示；5. Rotate each hook plate 6 around its corresponding bolt 4 by 180°, so that each hook plate 6 can hook each single-slot metal frame profile 2, so that the position of each single-slot metal frame profile 2 is fixed, as shown in Figure 18 and Figure 18. 19 shown;
六、将各条水平锁扣3的第一螺母41、第二螺母42逐一切实拧紧，得到图4、图19所示的状态，这样四面模板8就组装完成，形成坚固密封的模腔81。6. Tighten the first nuts 41 and the second nuts 42 of each horizontal lock 3 one by one to obtain the state shown in Fig. 4 and Fig. 19, so that the four-sided template 8 is assembled to form a strong and sealed mold cavity 81.
拆模的方法按照上述步骤的相反顺序进行。The method of demoulding is carried out in the reverse order of the above steps.
由上述可见，本实用新型使用时，第一螺母41或/和第二螺母42只需稍微拧动，而不必与螺栓4分离，因此可以在螺栓4两端固定焊上焊接块92，焊接块92的尺寸大于第一螺母41、第二螺母42内径，以防止第一螺母41或/和第二螺母42从螺栓4两端脱出，如图20所示。由于第一螺母41、第二螺母42不必与螺栓4分离，因此不存在拆模后小零件四散分离的问题，收纳方便，保管方便，取用方便，拧接方便。As can be seen from the above, when the utility model is in use, the first nut 41 and/or the second nut 42 only need to be twisted slightly without being separated from the bolt 4, so the welding block 92 can be fixedly welded at the two ends of the bolt 4, and the welding block The size of 92 is larger than the inner diameter of the first nut 41 and the second nut 42, so as to prevent the first nut 41 and/or the second nut 42 from protruding from both ends of the bolt 4, as shown in FIG. 20 . Because the first nut 41 and the second nut 42 do not need to be separated from the bolt 4, there is no problem of small parts being scattered and separated after the mold is removed, and the storage is convenient, the storage is convenient, the access is convenient, and the screw connection is convenient.
另外，上述托架系统适合于多种边长的的立柱，当立柱模板宽度（即立柱截面边长）改变时，只需调节改变第一段外套筒、第三段外套筒插入第二段外套筒的长度，即可改变水平锁扣3的的有效夹固长度，实现同一托架系统有效夹固长度（对应于模板宽度或立柱边长）的无级可调。In addition, the above-mentioned bracket system is suitable for columns with various side lengths. When the width of the column formwork (that is, the side length of the column section) is changed, it is only necessary to adjust and change the first section of the outer sleeve, and insert the third section of the outer sleeve into the second section. By changing the length of the outer sleeve, the effective clamping length of the horizontal lock 3 can be changed, and the effective clamping length of the same bracket system (corresponding to the width of the template or the side length of the column) can be adjusted steplessly.
实施例二Embodiment two
在该实施例中，图21所示，螺栓4的第一端第一端没有螺母而形成有螺帽43，螺栓4的第二端拧设有第二螺母42，且螺栓的第二端末端形成有压扁部44，压扁部44的尺寸大于第二螺母42内径，因此能防止第二螺母42从螺栓完全拧出。其余与实施例一相同。In this embodiment, as shown in FIG. 21 , the first end of the bolt 4 has no nut and a nut 43 is formed at the first end, the second end of the bolt 4 is screwed with a second nut 42, and the second end of the bolt ends A flattened portion 44 is formed, and the size of the flattened portion 44 is larger than the inner diameter of the second nut 42 , so that the second nut 42 can be prevented from being fully unscrewed from the bolt. All the other are the same as the first embodiment.
实施例二使用过程中，只需稍微拧动第二螺母42，即可实现拆模或装模。During the use of the second embodiment, only a slight twist of the second nut 42 is required to remove or install the mold.
上述实施例二中，压扁部44也可改为将该端部局部的螺纹破坏，使螺母无法拧出掉落。In the second embodiment above, the flattened part 44 can also be changed to destroy the thread at the end part, so that the nut cannot be unscrewed and dropped.
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420798398.3UCN204370802U (en) | 2014-12-17 | 2014-12-17 | Building clear water model of the column rack system |
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420798398.3UCN204370802U (en) | 2014-12-17 | 2014-12-17 | Building clear water model of the column rack system |
| Publication Number | Publication Date |
|---|---|
| CN204370802Utrue CN204370802U (en) | 2015-06-03 |
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420798398.3UExpired - Fee RelatedCN204370802U (en) | 2014-12-17 | 2014-12-17 | Building clear water model of the column rack system |
| Country | Link |
|---|---|
| CN (1) | CN204370802U (en) |
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926936A (en)* | 2016-06-14 | 2016-09-07 | 中国建筑第五工程局有限公司 | Fabricated section-adjustable formwork system for square stiff pillars and construction method of fabricated section-adjustable formwork system |
| CN106760504A (en)* | 2016-12-12 | 2017-05-31 | 成都育芽科技有限公司 | A kind of build concrete column pours mould |
| CN109098097A (en)* | 2018-10-19 | 2018-12-28 | 佛山科学技术学院 | A kind of bridge column foot formwork for placing convenient for assembling |
| CN109518949A (en)* | 2018-11-22 | 2019-03-26 | 董佑军 | A kind of working pouring frame fixed form structure of civil construction project |
| CN109605563A (en)* | 2019-01-30 | 2019-04-12 | 中国华西企业有限公司 | An adjustable plugging device for grouting at the bottom of prefabricated columns |
| CN110206230A (en)* | 2019-06-10 | 2019-09-06 | 上海建工四建集团有限公司 | Concrete column framework of steel reinforcement and template system integral structure and construction method |
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926936A (en)* | 2016-06-14 | 2016-09-07 | 中国建筑第五工程局有限公司 | Fabricated section-adjustable formwork system for square stiff pillars and construction method of fabricated section-adjustable formwork system |
| CN105926936B (en)* | 2016-06-14 | 2018-08-07 | 中国建筑第五工程局有限公司 | Rectangular stiffened column assembled variable area template system and its construction method |
| CN106760504A (en)* | 2016-12-12 | 2017-05-31 | 成都育芽科技有限公司 | A kind of build concrete column pours mould |
| CN109098097A (en)* | 2018-10-19 | 2018-12-28 | 佛山科学技术学院 | A kind of bridge column foot formwork for placing convenient for assembling |
| CN109518949A (en)* | 2018-11-22 | 2019-03-26 | 董佑军 | A kind of working pouring frame fixed form structure of civil construction project |
| CN109605563A (en)* | 2019-01-30 | 2019-04-12 | 中国华西企业有限公司 | An adjustable plugging device for grouting at the bottom of prefabricated columns |
| CN110206230A (en)* | 2019-06-10 | 2019-09-06 | 上海建工四建集团有限公司 | Concrete column framework of steel reinforcement and template system integral structure and construction method |
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| Date | Code | Title | Description |
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| 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:Chen Guangzhan Inventor after:Chen Daoshun Inventor after:Qiu Chuiliang Inventor before:Qiu Chuiliang | |
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right | Effective date of registration:20171110 Address after:515041 Jinze street, Xinjin District, Guangdong City, Longhu Province, Shantou Street 28 Patentee after:Guangdong Chenguang Environmental Technology Engineering Co.,Ltd. Address before:522031 Xinjin street, Longhu District, Guangdong City, Shantou Province, 1 streets and seven Lane Patentee before:Qiu Chuiliang | |
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right | Effective date of registration:20181026 Address after:515041 Xinxing Road East 9, Xinxi Town, Longhu District, Shantou, Guangdong Patentee after:GUANGDONG LONGCHENG ENVIRONMENTAL PROTECTION TEMPLATE TECHNOLOGY Co.,Ltd. Address before:515041 Xinjin street, Longhu District, Shantou, Guangdong, No. 28, Jinze street, Xin CuO Liao Patentee before:Guangdong Chenguang Environmental Technology Engineering Co.,Ltd. | |
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee | Granted publication date:20150603 |