CN221523879U - A mixing station silo retaining wall - Google Patents
A mixing station silo retaining wall Download PDFInfo
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- CN221523879U CN221523879U CN202322842803.9U CN202322842803U CN221523879U CN 221523879 U CN221523879 U CN 221523879U CN 202322842803 U CN202322842803 U CN 202322842803U CN 221523879 U CN221523879 U CN 221523879U
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Abstract
Description
技术领域Technical Field
本实用新型涉及建筑技术领域,特别涉及一种拌合站料仓挡墙。The utility model relates to the technical field of construction, in particular to a mixing station silo retaining wall.
背景技术Background Art
为了使砂、石等混凝土骨料能够各自存放,防止砂石混合后影响混合料的强度和拌料系统的配料充分程度,通常建立料仓挡墙将砂、石等材料分开堆放。In order to store concrete aggregates such as sand and stone separately and prevent the mixing of sand and stone from affecting the strength of the mixture and the degree of ingredient sufficiency of the mixing system, silo retaining walls are usually built to stack sand, stone and other materials separately.
相关技术中,一种料仓挡墙是通过设置多根钢立柱、压型钢板及Z字形挂件形成可拆卸式的料仓隔墙,且Z字形挂件与压型钢板的卡槽口相适配,使压型钢板通过Z字形挂件卡接紧固于钢立柱上。In the related art, a silo retaining wall is formed by setting up multiple steel columns, corrugated steel plates and Z-shaped hangers to form a detachable silo partition wall, and the Z-shaped hangers are adapted to the slots of the corrugated steel plates, so that the corrugated steel plates are fastened to the steel columns through the Z-shaped hangers.
但是,Z字形挂件需要与压型钢板的卡槽口相适配,在预制加工时,需要的精度较高,且压型钢板通过Z字形挂件卡接紧固于钢立柱上时,需要在施工现场将多个压型钢板和多个Z字形挂件分别配合安装,由于需要安装的构件繁多,在现场安装时会拖长安装时间,后续需要拆卸各结构时,也较为繁琐。However, the Z-shaped hangers need to be matched with the slots of the corrugated steel sheets, and high precision is required during prefabrication. When the corrugated steel sheets are fastened to the steel columns by means of the Z-shaped hangers, multiple corrugated steel sheets and multiple Z-shaped hangers need to be installed separately at the construction site. Since there are many components that need to be installed, the installation time will be prolonged during on-site installation, and it is also cumbersome when the structures need to be disassembled later.
实用新型内容Utility Model Content
本实用新型实施例提供一种拌合站料仓挡墙,以解决相关技术中压型钢板通过Z字形挂件卡接紧固于钢立柱上时,需要在施工现场将多个压型钢板和多个Z字形挂件分别配合安装,由于需要安装的构件繁多,在现场安装时会拖长安装时间,后续需要拆卸各结构时,也较为繁琐的问题。The embodiment of the utility model provides a mixing station silo retaining wall to solve the problem in the related art that when the corrugated steel plates are fastened to the steel columns by means of Z-shaped hangers, it is necessary to respectively coordinate and install multiple corrugated steel plates and multiple Z-shaped hangers at the construction site. Due to the large number of components that need to be installed, the installation time will be prolonged during on-site installation, and it is also relatively cumbersome when the structures need to be disassembled later.
第一方面,提供了一种拌合站料仓挡墙,其包括:混凝土基础,所述混凝土基础间隔设置有多根立柱;多块挡墙板,每块所述挡墙板安装于多根所述立柱,每块所述挡墙板均设置有凸起和第一卡槽,所述凸起和所述第一卡槽设置于所述挡墙板的相对两侧;沿所述立柱的长度方向排列的相邻两块所述挡墙板通过设置在其中一块所述挡墙板的凸起与设置在另一块所述挡墙板的第一卡槽卡接,所述第一卡槽朝向远离所述立柱的方向凹陷设置。In a first aspect, a mixing station silo retaining wall is provided, which includes: a concrete foundation, on which a plurality of columns are arranged at intervals; a plurality of baffle plates, each of which is installed on the plurality of columns, and each of which is provided with a protrusion and a first slot, and the protrusion and the first slot are arranged on opposite sides of the baffle plate; two adjacent baffle plates arranged along the length direction of the column are connected with the first slot of the other baffle plate by a protrusion arranged on one of the baffle plates, and the first slot is recessed in a direction away from the column.
一些实施例中,所述挡墙板包括钢板;所述第一卡槽包括第一槽板和第二槽板,所述第一槽板和所述第二槽板连接形成V型,所述第二槽板与所述钢板的一侧连接,且所述第一槽板和所述第二槽板连接处具有尖部;所述凸起包括第一凸板和第二凸板,所述第一凸板和所述第二凸板连接形成L型,所述第一凸板与所述钢板的相对另一侧连接,且所述第二凸板伸入所述第一卡槽并对准所述尖部。In some embodiments, the baffle plate includes a steel plate; the first slot includes a first slot plate and a second slot plate, the first slot plate and the second slot plate are connected to form a V-shape, the second slot plate is connected to one side of the steel plate, and the first slot plate and the second slot plate have a tip at the connection; the protrusion includes a first convex plate and a second convex plate, the first convex plate and the second convex plate are connected to form an L-shape, the first convex plate is connected to the other side of the steel plate, and the second convex plate extends into the first slot and is aligned with the tip.
一些实施例中,所述第一卡槽还包括第一连接板和第二连接板,所述第一连接板与所述第一槽板连接,所述第二连接板连接所述第二槽板与所述钢板,且所述第一连接板与所述第二连接板均沿所述立柱的延伸方向设置;其中一块所述挡墙板的第一凸板与另一块所述挡墙板的第一连接板贴合。In some embodiments, the first slot also includes a first connecting plate and a second connecting plate, the first connecting plate is connected to the first slot plate, the second connecting plate connects the second slot plate and the steel plate, and the first connecting plate and the second connecting plate are both arranged along the extension direction of the column; the first protruding plate of one of the baffle plates is in contact with the first connecting plate of another of the baffle plates.
一些实施例中,其中一块所述挡墙板中的所述第二凸板与另一块所述挡墙板中的所述第一槽板至少部分贴合。In some embodiments, the second protruding plate in one of the baffle plates is at least partially in contact with the first groove plate in another of the baffle plates.
一些实施例中,部分所述立柱靠近所述挡墙板的侧面设有至少一排螺柱,至少一排所述螺柱沿所述立柱的延伸方向布设;所述挡墙板垂直于所述立柱延伸方向的两侧分别设有与所述螺柱配合的多个柱孔。In some embodiments, at least one row of studs is provided on the side of some of the columns close to the baffle plate, and at least one row of the studs is arranged along the extension direction of the columns; and the baffle plate is provided with a plurality of column holes cooperating with the studs on both sides perpendicular to the extension direction of the columns.
一些实施例中,每个所述柱孔均设为腰型孔,所述柱孔的延伸方向与所述立柱的延伸方向相同。In some embodiments, each of the column holes is configured as a waist-shaped hole, and an extension direction of the column hole is the same as an extension direction of the column.
一些实施例中,所述立柱设置为工字钢柱,所述工字钢柱的两侧分别安装有多块所述挡墙板,部分所述工字钢柱的两侧均设置有至少两排所述螺柱;每根所述工字钢柱的两排所述螺柱分别与相邻两块所述挡墙板一侧的柱孔连接。In some embodiments, the columns are configured as I-beam columns, and a plurality of the baffle plates are respectively installed on both sides of the I-beam columns, and at least two rows of studs are provided on both sides of some of the I-beam columns; the two rows of studs of each I-beam column are respectively connected to the column holes on one side of two adjacent baffle plates.
一些实施例中,多根所述工字钢柱的顶面盖设有倒U型钢板,所述倒U型钢板靠近所述混凝土基础的一侧与所述挡墙板卡接。In some embodiments, the top surfaces of the plurality of I-beam columns are covered with an inverted U-shaped steel plate, and the inverted U-shaped steel plate is clamped to the retaining wall plate on a side close to the concrete foundation.
一些实施例中,所述第一卡槽设置于相邻两块所述挡墙板中靠近所述混凝土基础的一侧,所述凸起设置于相邻两块所述挡墙板中远离所述混凝土基础的一侧;所述倒U型钢板设有与所述凸起卡接的第二卡槽。In some embodiments, the first slot is disposed on a side of two adjacent baffle plates close to the concrete foundation, and the protrusion is disposed on a side of two adjacent baffle plates away from the concrete foundation; the inverted U-shaped steel plate is provided with a second slot that is engaged with the protrusion.
一些实施例中,所述拌合站料仓挡墙还包括固定板和多组锚栓:所述固定板固定于所述混凝土基础,多组所述锚栓穿设于所述固定板,且每组所述锚栓与每根所述立柱对应,所述立柱可拆卸连接于所述锚栓。In some embodiments, the mixing station silo retaining wall also includes a fixed plate and multiple groups of anchor bolts: the fixed plate is fixed to the concrete foundation, multiple groups of anchor bolts are passed through the fixed plate, and each group of anchor bolts corresponds to each column, and the column is detachably connected to the anchor bolts.
本实用新型提供的技术方案带来的有益效果包括:The beneficial effects brought by the technical solution provided by the utility model include:
本实用新型实施例提供了一种拌合站料仓挡墙,由于在立柱的长度方向排列的相邻两块挡墙板是通过设置在其中一块中的凸起和设置在另一块中的第一卡槽卡接的,且每块挡墙板的两侧分别设置有凸起和第一卡槽,因此,在立柱的长度方向排列的相邻两块挡墙板利用凸起和第一卡槽卡接即可以完成上下布设的两块挡墙板之间的连接,不需要增加Z字形挂件来实现相邻两块挡墙板的连接,该方式可以使挡墙板在安装和拆卸时都较为便捷,且不用花费太多时间,简化了操作程序及减少了建造料仓挡墙的时间。An embodiment of the utility model provides a silo retaining wall for a mixing station. Since two adjacent baffle plates arranged in the length direction of a column are connected by a protrusion set in one of the plates and a first slot set in the other plate, and each baffle plate is respectively provided with a protrusion and a first slot on both sides, the two adjacent baffle plates arranged in the length direction of the column can be connected by the protrusion and the first slot to complete the connection between the two baffle plates arranged up and down, and there is no need to add a Z-shaped hanger to realize the connection between the two adjacent baffle plates. This method can make the baffle plates more convenient to install and disassemble, and does not take too much time, thereby simplifying the operating procedures and reducing the time for building the silo retaining wall.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
为了更清楚地说明本实用新型实施例中的技术方案,下面将对实施例描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本实用新型的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings required for use in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.
图1为本实用新型实施例提供的拌合站料仓挡墙的立体结构示意图;FIG1 is a schematic diagram of the three-dimensional structure of a silo retaining wall of a mixing station provided by an embodiment of the utility model;
图2为本实用新型实施例提供的挡墙板与立柱连接的局部结构示意图;FIG2 is a schematic diagram of a partial structure of the connection between the baffle plate and the column provided by an embodiment of the utility model;
图3为本实用新型实施例提供的立柱的局部结构示意图;FIG3 is a schematic diagram of a partial structure of a column provided in an embodiment of the utility model;
图4为本实用新型实施例提供的挡墙板的局部结构示意图;FIG4 is a schematic diagram of a partial structure of a baffle plate provided in an embodiment of the utility model;
图5为本实用新型实施例提供的挡墙板与立柱连接的另一视角的局部结构示意图;FIG5 is a partial structural schematic diagram of the connection between the baffle plate and the column from another perspective provided by an embodiment of the utility model;
图6为本实用新型实施例提供的倒U型钢板的立体结构示意图;FIG6 is a schematic diagram of the three-dimensional structure of an inverted U-shaped steel plate provided in an embodiment of the utility model;
图7为本实用新型实施例提供的拌合站料仓挡墙的侧视结构示意图。FIG. 7 is a schematic diagram of the side structure of the mixing station silo retaining wall provided in an embodiment of the utility model.
图中:In the figure:
1、混凝土基础;1. Concrete foundation;
2、立柱;21、螺柱;2. Column; 21. Stud;
3、挡墙板;31、凸起;32、第一卡槽;321、第一槽板;322、第二槽板;323、第一连接板;324、第二连接板;311、第一凸板;312、第二凸板;33、钢板;34、柱孔;3. baffle plate; 31. protrusion; 32. first slot; 321. first slot plate; 322. second slot plate; 323. first connecting plate; 324. second connecting plate; 311. first protruding plate; 312. second protruding plate; 33. steel plate; 34. column hole;
4、倒U型钢板;41、第二卡槽;4. Inverted U-shaped steel plate; 41. Second slot;
5、固定板;5. Fixed plate;
6、锚栓。6. Anchor bolt.
具体实施方式DETAILED DESCRIPTION
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,显然,所描述的实施例是本实用新型的一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动的前提下所获得的所有其他实施例,都属于本实用新型保护的范围。In order to make the purpose, technical solution and advantages of the embodiment of the utility model clearer, the technical solution in the embodiment of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiment of the utility model. Obviously, the described embodiment is a part of the embodiment of the utility model, not all the embodiments. Based on the embodiment of the utility model, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the utility model.
本实用新型实施例提供了一种拌合站料仓挡墙,其能解决相关技术中压型钢板通过Z字形挂件卡接紧固于钢立柱上时,需要在施工现场将多个压型钢板和多个Z字形挂件分别配合安装,由于需要安装的构件繁多,在现场安装时会拖长安装时间,后续需要拆卸各结构时,也较为繁琐的问题。The embodiment of the utility model provides a mixing station silo retaining wall, which can solve the problem in the related art that when the corrugated steel plates are fastened to the steel columns by means of Z-shaped hangers, it is necessary to respectively coordinate and install multiple corrugated steel plates and multiple Z-shaped hangers at the construction site. Due to the large number of components that need to be installed, the installation time will be prolonged during on-site installation, and it is also relatively cumbersome when the structures need to be disassembled later.
参见图1所示,是本实用新型实施例提供的一种拌合站料仓挡墙,其可以包括:混凝土基础1,所述混凝土基础1间隔设置有多根立柱2,立柱2设置在混凝土基础1上的方式可以是在每根立柱2上设置一组锚栓6,使锚栓6分别穿过立柱2和混凝土基础1,即利用锚栓6将多根立柱2固定于混凝土基础1,在料仓挡墙使用完成需要拆卸时,通过锚栓6将立柱2从混凝土基础1上拆下,使立柱2与混凝土基础1分离,或者还可以将立柱2预埋于混凝土基础1中;多块挡墙板3,每块所述挡墙板3安装于多根所述立柱2,在立柱2的延伸方向(也即上下方向)及垂直于立柱2的延伸方向(也即上下方向)均可设置多块挡墙板3,每块所述挡墙板3均设置有凸起31和第一卡槽32,所述凸起31和所述第一卡槽32设置于所述挡墙板3的相对两侧;沿所述立柱2的长度方向排列的相邻两块所述挡墙板3通过设置在其中一块所述挡墙板3的凸起31与设置在另一块所述挡墙板3的第一卡槽32卡接,也即上下布设的相邻两块挡墙板3通过凸起31和第一卡槽32连接,所述第一卡槽32朝向远离所述立柱2的方向凹陷设置,在安装时将凸起31伸入第一卡槽32中即完成上下布设的相邻两块挡墙板3的连接。Referring to FIG. 1 , a mixing station silo retaining wall provided by an embodiment of the utility model may include: a concrete foundation 1, wherein the concrete foundation 1 is provided with a plurality of columns 2 at intervals, and the columns 2 are provided on the concrete foundation 1 in a manner that a group of anchor bolts 6 are provided on each column 2, so that the anchor bolts 6 pass through the columns 2 and the concrete foundation 1 respectively, that is, the plurality of columns 2 are fixed to the concrete foundation 1 by the anchor bolts 6, and when the silo retaining wall is used and needs to be disassembled, the columns 2 are removed from the concrete foundation 1 by the anchor bolts 6, so that the columns 2 are separated from the concrete foundation 1, or the columns 2 may be pre-buried in the concrete foundation 1; a plurality of retaining wall panels 3, each of the retaining wall panels 3 being installed on the plurality of columns 2, and in the extension direction of the columns 2 (i.e., the up and down direction) ) and in the extension direction perpendicular to the column 2 (that is, the up and down direction), multiple baffle plates 3 can be arranged, each of the baffle plates 3 is provided with a protrusion 31 and a first slot 32, and the protrusion 31 and the first slot 32 are arranged on opposite sides of the baffle plates 3; two adjacent baffle plates 3 arranged along the length direction of the column 2 are connected by the protrusion 31 provided on one of the baffle plates 3 and the first slot 32 provided on the other baffle plates 3, that is, the two adjacent baffle plates 3 arranged up and down are connected by the protrusion 31 and the first slot 32, and the first slot 32 is recessed in the direction away from the column 2, and the protrusion 31 is extended into the first slot 32 during installation to complete the connection of the two adjacent baffle plates 3 arranged up and down.
参见图4所示,在一些可选的实施例中,所述挡墙板3包括钢板33;所述第一卡槽32包括第一槽板321和第二槽板322,所述第一槽板321和所述第二槽板322连接形成V型,所述第二槽板322与所述钢板33的一侧连接,且所述第一槽板321和所述第二槽板322连接处具有尖部,第二槽板322连接在钢板33的方式可以是直接连接也可以是间接连接,也即,第二槽板322可以直接连接在钢板33的一侧,也可以是在第二槽板322和钢板33之间具有其他的连接板,使第二槽板322与钢板33间接连接;所述凸起31包括第一凸板311和第二凸板312,所述第一凸板311和所述第二凸板312连接形成L型,所述第一凸板311与所述钢板33的相对另一侧连接,应理解,此处的连接可以为直接连接也可以是间接连接,且所述第二凸板312伸入所述第一卡槽32并对准所述尖部,也即第二凸板312伸入了第一槽板321和所述第二槽板322连接形成的V型中的最深处,将第二凸板312伸入第一卡槽32并对准尖部可以使第一卡槽32和凸部的连接更加牢固。As shown in FIG. 4 , in some optional embodiments, the baffle plate 3 includes a steel plate 33; the first slot 32 includes a first slot plate 321 and a second slot plate 322, the first slot plate 321 and the second slot plate 322 are connected to form a V-shape, the second slot plate 322 is connected to one side of the steel plate 33, and the first slot plate 321 and the second slot plate 322 have a tip at the connection, and the second slot plate 322 is connected to the steel plate 33 in a direct connection or an indirect connection, that is, the second slot plate 322 can be directly connected to one side of the steel plate 33, or there can be other connecting plates between the second slot plate 322 and the steel plate 33, so that the second slot plate 322 is indirectly connected to the steel plate 33; the protrusion 31 includes a first protrusion 311 and a second protrusion 312, the first protrusion 311 and the second protrusion 312 are connected to form an L shape, the first protrusion 311 is connected to the other side of the steel plate 33, it should be understood that the connection here can be a direct connection or an indirect connection, and the second protrusion 312 extends into the first slot 32 and is aligned with the tip, that is, the second protrusion 312 extends into the deepest part of the V-shape formed by the connection of the first slot plate 321 and the second slot plate 322, extending the second protrusion 312 into the first slot 32 and aligning it with the tip can make the connection between the first slot 32 and the protrusion more secure.
参见图5所示,在一些可选的实施例中,所述第一卡槽32还包括第一连接板323和第二连接板324,所述第一连接板323与所述第一槽板321连接,所述第二连接板324连接所述第二槽板322与所述钢板33,在本实施例中,第二槽板322通过第二连接板324间接连接于钢板33,且所述第一连接板323与所述第二连接板324均沿所述立柱2的延伸方向设置,也即,第一连接板323和第二连接板324可以和立柱2的侧面贴近,此时第一卡槽32不易翘起,可以使第一卡槽32和凸起31卡接时更稳固;其中一块所述挡墙板3的第一凸板311与另一块所述挡墙板3的第一连接板323贴合,也即,相邻两块挡墙板3通过其中一块挡墙板3的第一卡槽32和另一块挡墙板3的凸起31连接时,其中一块挡墙板3中的第一连接板323与另一块挡墙板3中的第一凸板311贴合,此时第一连接板323可以贴盖在第一凸板311的外侧,可以增强第一卡槽32和凸起31卡接的稳定性,在一些可选的实施例中,第一连接板323和第一凸板311沿立柱2的延伸方向的宽度相同,在一些其他的实施例中,第一连接板323沿立柱2的延伸方向的宽度也可以小于第一凸板311沿立柱2的延伸方向的宽度。As shown in FIG5 , in some optional embodiments, the first slot 32 further includes a first connecting plate 323 and a second connecting plate 324, the first connecting plate 323 is connected to the first slot plate 321, and the second connecting plate 324 connects the second slot plate 322 and the steel plate 33. In this embodiment, the second slot plate 322 is indirectly connected to the steel plate 33 through the second connecting plate 324, and the first connecting plate 323 and the second connecting plate 324 are both arranged along the extension direction of the column 2, that is, the first connecting plate 323 and the second connecting plate 324 can be close to the side of the column 2, at this time, the first slot 32 is not easy to tilt, so that the first slot 32 and the protrusion 31 can be more firmly connected; the first protrusion plate 323 of one of the baffle plates 3 11 is fitted with the first connecting plate 323 of the other baffle plate 3, that is, when two adjacent baffle plates 3 are connected through the first slot 32 of one of the baffle plates 3 and the protrusion 31 of the other baffle plate 3, the first connecting plate 323 in one of the baffle plates 3 is fitted with the first protrusion 311 in the other baffle plate 3. At this time, the first connecting plate 323 can be covered on the outer side of the first protrusion 311, which can enhance the stability of the first slot 32 and the protrusion 31. In some optional embodiments, the first connecting plate 323 and the first protrusion 311 have the same width along the extension direction of the column 2. In some other embodiments, the width of the first connecting plate 323 along the extension direction of the column 2 may also be smaller than the width of the first protrusion 311 along the extension direction of the column 2.
参见图2所示,在一些可选的实施例中,其中一块所述挡墙板3中的所述第二凸板312与另一块所述挡墙板3中的所述第一槽板321至少部分贴合,也即,第一槽板321可以和第二凸板312完全贴合,第二凸板312伸入第一卡槽32后与第一槽板321紧密接触,该方式可以有效增加第一卡槽32和凸起31之间的接触面,且第二凸板312与第一槽板321贴合可以使第二凸板312不易滑出第一卡槽32,在一些其他的实施例中,第一槽板321和第二凸板312也可以部分贴合,也即第二凸板312伸入第一卡槽32时,第一槽板321和第二槽板322之间可以具有间隙,第二凸板312此时可以是远离第一凸板311的一侧与第一槽板321靠近第二槽板322的一侧接触。As shown in Figure 2, in some optional embodiments, the second protrusion 312 in one of the baffle plates 3 is at least partially fitted with the first groove plate 321 in another baffle plate 3, that is, the first groove plate 321 can be completely fitted with the second protrusion 312, and the second protrusion 312 is in close contact with the first groove plate 321 after extending into the first groove 32. This method can effectively increase the contact surface between the first groove 32 and the protrusion 31, and the fit between the second protrusion 312 and the first groove plate 321 can make the second protrusion 312 not easy to slide out of the first groove 32. In some other embodiments, the first groove plate 321 and the second protrusion 312 can also be partially fitted, that is, when the second protrusion 312 extends into the first groove 32, there can be a gap between the first groove plate 321 and the second groove plate 322, and the second protrusion 312 can be in contact with the side of the first groove plate 321 close to the second groove plate 322 on the side away from the first protrusion 311.
参见图3所示,在一些可选的实施例中,部分所述立柱2靠近所述挡墙板3的侧面设有至少一排螺柱21,至少一排所述螺柱21沿所述立柱2的延伸方向布设;所述挡墙板3垂直于所述立柱2延伸方向的两侧分别设有与所述螺柱21配合的多个柱孔34,柱孔34和螺柱21均在预加工时设置在对应位置,安装时将柱孔34穿入螺柱21后并可以将螺母拧在螺柱21上,由于柱孔34与螺柱21配合将挡墙板3固定于立柱2,柱孔34设置在挡墙板3垂直于立柱2延伸方向的两侧,所以可以在会和挡墙板3的两侧接触的立柱2处设置螺柱21,部分立柱2设置在挡墙板3垂直于立柱2延伸方向的两侧的中部,中部可以是正中间的位置,也可以是挡墙板3两侧之间的任意位置,该部分立柱2可以支撑挡墙板3,使挡墙板3对砂石等混凝土骨料的支撑力增强,则该部分立柱2可以不用设置螺柱21,简化挡墙板3安装于立柱2的操作步骤。在垂直于立柱2的延伸方向上可以设置多块挡墙板3,沿垂直于立柱2的延伸方向布设的相邻两块挡墙板3可以固定在同一排螺柱21上,在一块挡墙板3一侧的柱孔34插入螺柱21后,另一块相邻的挡墙板3一侧的柱孔34也插入该螺柱21中,此时仅需在每个螺柱21上拧一次螺母即可完成安装,进一步简化了操作步骤。Referring to FIG. 3 , in some optional embodiments, at least one row of studs 21 is provided on the side of some of the columns 2 close to the baffle plate 3, and at least one row of the studs 21 is arranged along the extension direction of the columns 2; the baffle plate 3 is provided with a plurality of column holes 34 that cooperate with the studs 21 on both sides perpendicular to the extension direction of the columns 2, and the column holes 34 and the studs 21 are both arranged at corresponding positions during pre-processing. During installation, the column holes 34 are inserted into the studs 21 and nuts can be screwed on the studs 21. Due to the cooperation between the column holes 34 and the studs 21, the baffle plate 3 is fixed to the column. Column 2, column holes 34 are arranged on both sides of the baffle plate 3 perpendicular to the extension direction of the column 2, so studs 21 can be set at the columns 2 that will contact the two sides of the baffle plate 3, and part of the columns 2 are arranged in the middle of both sides of the baffle plate 3 perpendicular to the extension direction of the column 2. The middle can be the middle position or any position between the two sides of the baffle plate 3. This part of the column 2 can support the baffle plate 3, so that the supporting force of the baffle plate 3 on concrete aggregates such as sand and gravel is enhanced. Then, this part of the column 2 does not need to be set with studs 21, which simplifies the operation steps of installing the baffle plate 3 on the column 2. A plurality of baffle plates 3 can be arranged in the extension direction perpendicular to the column 2. Two adjacent baffle plates 3 arranged in the extension direction perpendicular to the column 2 can be fixed on the same row of studs 21. After the column hole 34 on one side of a baffle plate 3 is inserted into the stud 21, the column hole 34 on one side of another adjacent baffle plate 3 is also inserted into the stud 21. At this time, the installation can be completed by tightening the nut on each stud 21 once, which further simplifies the operation steps.
在本实施例中,每个所述柱孔34均设为腰型孔,所述柱孔34的延伸方向与所述立柱2的延伸方向相同,挡墙板3中的柱孔34和立柱2上的螺柱21均在预加工时即完成,由于预加工的柱孔34和螺柱21相互位置很难全部达到理想的位置,将柱孔34设置为腰型孔可以使柱孔34和螺柱21在预加工时,允许有些许误差,以便于安装时根据实际挡墙板3和立柱2的实际情况进行调整。In this embodiment, each of the column holes 34 is configured as a waist-shaped hole, and the extension direction of the column hole 34 is the same as the extension direction of the column 2. The column holes 34 in the baffle plate 3 and the studs 21 on the column 2 are completed during pre-processing. Since it is difficult for the pre-processed column holes 34 and studs 21 to reach the ideal position relative to each other, setting the column holes 34 as waist-shaped holes can allow for slight errors in the column holes 34 and the studs 21 during pre-processing, so as to facilitate adjustment according to the actual conditions of the actual baffle plate 3 and the column 2 during installation.
在本实施例中,所述立柱2设置为工字钢柱,工字钢柱的自身质量较轻,且具有较强的稳定性,所述工字钢柱的两侧分别安装有多块所述挡墙板3,部分所述工字钢柱的两侧均设置有至少两排所述螺柱21;每根所述工字钢柱的两排所述螺柱21分别与相邻两块所述挡墙板3一侧的柱孔34连接,也即,沿垂直于立柱2的延伸方向布设的相邻两块挡墙板3固定在同一根立柱2上,此时立柱2与相邻两块挡墙板3连接的一侧设置有两排螺柱21,其中一排螺柱21和其中一块挡墙板3一侧的柱孔34连接固定,另一排螺柱21则和另一块挡墙板3一侧的柱孔34连接固定,沿垂直于立柱2的延伸方向布设的相邻两块挡墙板3的两侧此时不连接,当在使用过程中,其中一块挡墙板3破损时,由于沿垂直于立柱2的延伸方向布设的相邻两块挡墙板3的两侧此时不连接,则可以对发生了破损的挡墙板3进行更换,不用拆卸料仓挡墙的整面墙。在一些其他的实施例中,立柱2还可以使用钢管或其他钢形。In this embodiment, the column 2 is set as an I-beam column. The I-beam column itself is light in weight and has strong stability. A plurality of baffle plates 3 are respectively installed on both sides of the I-beam column, and at least two rows of studs 21 are arranged on both sides of some of the I-beam columns; the two rows of studs 21 of each I-beam column are respectively connected to the column holes 34 on one side of two adjacent baffle plates 3, that is, the two adjacent baffle plates 3 arranged along the extension direction perpendicular to the column 2 are fixed on the same column 2. At this time, the column 2 is connected to the two adjacent baffle plates 3. Two rows of studs 21 are arranged on the side, one row of studs 21 is connected and fixed to the column holes 34 on one side of one baffle plate 3, and the other row of studs 21 is connected and fixed to the column holes 34 on one side of another baffle plate 3. The two sides of the adjacent baffle plates 3 arranged along the extension direction perpendicular to the column 2 are not connected at this time. When one of the baffle plates 3 is damaged during use, since the two sides of the adjacent baffle plates 3 arranged along the extension direction perpendicular to the column 2 are not connected at this time, the damaged baffle plate 3 can be replaced without dismantling the entire wall of the silo retaining wall. In some other embodiments, the column 2 can also use a steel pipe or other steel shape.
在一些可选的实施例中,钢板33可以设置为波形,波形的钢板33可以具有波峰和波谷,柱孔34可以设置在钢板33的的波谷处,钢板33由厚度为1.5mm、波高为51mm的高锌层镀锌楼承钢板预加工构成,其具有质量高、重量轻、坚固耐用、抗冲击、抗倾覆和承载能力强等特点,因此在横向刚度支撑方面表现出色,安全系数也较高。In some optional embodiments, the steel plate 33 can be set to be corrugated, the corrugated steel plate 33 can have crests and troughs, the column hole 34 can be set at the trough of the steel plate 33, and the steel plate 33 is pre-processed from a high-zinc-layer galvanized floor-decorating steel plate with a thickness of 1.5 mm and a wave height of 51 mm. It has the characteristics of high quality, light weight, durability, impact resistance, anti-overturning and strong bearing capacity. Therefore, it performs well in lateral stiffness support and has a high safety factor.
参见图6所示,多根所述工字钢柱的顶面盖设有倒U型钢板4,设置倒U型钢板4盖设在工字钢柱的顶面可以有效防止砂石等混凝土骨料在倾倒时倒入工字钢柱两侧挡墙板3的间隙中,所述倒U型钢板4靠近所述混凝土基础1的一侧与所述挡墙板3卡接,所述倒U型钢板4设有与所述凸起31卡接的第二卡槽41。在本实施例中,所述第一卡槽32设置于相邻两块所述挡墙板3中靠近所述混凝土基础1的一侧,所述凸起31设置于相邻两块所述挡墙板3中远离所述混凝土基础1的一侧,此时靠近倒U型钢板4的挡墙板3,其设置凸起31的一侧相较于设置第一卡槽32的一侧更靠近倒U型钢板4,则此时倒U型钢板4中的第二卡槽41可以设置为和第一卡槽32机油相同结构的V型进行卡接。在本实施例中,倒U型钢板4靠近第二卡槽41处也设置有柱孔34,该柱孔34也可以设置为腰型孔,柱孔34可以与立柱2中的螺柱21连接使倒U型钢板4进一步固定。As shown in FIG6 , the top surface of the plurality of I-beam columns is covered with an inverted U-shaped steel plate 4. The inverted U-shaped steel plate 4 is provided on the top surface of the I-beam column to effectively prevent concrete aggregates such as sand and gravel from pouring into the gap between the baffle plates 3 on both sides of the I-beam column when pouring. The side of the inverted U-shaped steel plate 4 close to the concrete foundation 1 is clamped with the baffle plate 3, and the inverted U-shaped steel plate 4 is provided with a second clamping groove 41 clamped with the protrusion 31. In this embodiment, the first clamping groove 32 is provided on the side of the two adjacent baffle plates 3 close to the concrete foundation 1, and the protrusion 31 is provided on the side of the two adjacent baffle plates 3 far from the concrete foundation 1. At this time, the baffle plate 3 close to the inverted U-shaped steel plate 4 has a side where the protrusion 31 is provided, which is closer to the inverted U-shaped steel plate 4 than the side where the first clamping groove 32 is provided. At this time, the second clamping groove 41 in the inverted U-shaped steel plate 4 can be provided with a V-shaped structure with the same structure as the first clamping groove 32 for clamping. In this embodiment, the inverted U-shaped steel plate 4 is also provided with a column hole 34 near the second slot 41 . The column hole 34 can also be provided as a waist-shaped hole. The column hole 34 can be connected to the stud 21 in the column 2 to further fix the inverted U-shaped steel plate 4 .
参见图7所示,在一些可选的实施例中,所述拌合站料仓挡墙还包括固定板5和多组锚栓6:所述固定板5固定于所述混凝土基础1,多组所述锚栓6穿设于所述固定板5,且每组所述锚栓6与每根所述立柱2对应,所述立柱2可拆卸连接于所述锚栓6,在本实施例中,每组锚栓6设置有4根,4根锚栓6设置于沿中央板对称设置的两侧底板处,每侧底板均设置为两个。As shown in Figure 7, in some optional embodiments, the mixing station silo retaining wall also includes a fixed plate 5 and multiple groups of anchor bolts 6: the fixed plate 5 is fixed to the concrete foundation 1, and multiple groups of anchor bolts 6 are penetrated through the fixed plate 5, and each group of anchor bolts 6 corresponds to each of the columns 2, and the columns 2 are detachably connected to the anchor bolts 6. In this embodiment, each group of anchor bolts 6 is provided with 4, and the 4 anchor bolts 6 are arranged at the bottom plates on both sides symmetrically arranged along the central plate, and each side bottom plate is provided with two.
本实用新型实施例提供了一种拌合站料仓挡墙,由于在立柱2的长度方向排列的相邻两块挡墙板3是通过设置在其中一块中的凸起31和设置在另一块中的第一卡槽32卡接,且每块挡墙板3的两侧都分别设置有凸起31和第一卡槽32,因此,在立柱2的长度方向排列的相邻两块挡墙板3利用凸起31和第一卡槽32卡接即可以完成上下布设的两块挡墙板3之间的连接,且第一卡槽32设置于相邻两块挡墙板3中靠近混凝土基础1的一侧,凸起31设置于相邻两块挡墙板3中远离混凝土基础1的一侧,挡墙板3自下往上安装时,利用第一卡槽32将凸起31卡入第一卡槽32中,可以使挡墙板3在安装和拆卸时都更为便捷。挡墙板3安装在立柱2上的方式可以是将挡墙板3垂直于立柱2延伸方向的两侧通过柱孔34插设于立柱2上的螺柱21,将柱孔34设置为腰型孔可以使螺栓和栓孔在预加工时,位置设置不用特别精确,在螺栓和栓孔的位置需要对应时,腰型孔可以提供调整空间,便于安装。在工字钢柱的顶面盖设倒U型钢板4,可以使砂石等混凝土骨料在倾倒时不易进入工字钢柱之间的缝隙,且倒U型钢板4设置有与凸块卡接的第二卡槽41,可以使倒U型钢板4的安装与拆卸都更为便捷。可以将钢板33在预加工时设置为具有较小面积的波形,也即此时每块挡墙板3的面积都较小,较小面积的挡墙板3相互连接组成料仓挡墙的一侧挡墙面,在料仓挡墙的局部破损时,可以对局部挡墙板3进行更换即可,该设置方式可以适用于施工工程项目的频繁转场,方便周转,且可以使建造时不用花费太多时间,简化了建造料仓挡墙的操作程序和减少了建造时间。且挡墙板3具有较小面积,施工过程中可以根据实际的需求在立柱2的长度方向加装挡墙板3来调整挡墙高度。The embodiment of the utility model provides a mixing station silo retaining wall, since two adjacent retaining wall panels 3 arranged in the length direction of the column 2 are clamped by a protrusion 31 set in one of the panels and a first clamping groove 32 set in the other panel, and each of the retaining wall panels 3 is respectively provided with a protrusion 31 and a first clamping groove 32 on both sides, therefore, the two adjacent retaining wall panels 3 arranged in the length direction of the column 2 can be connected by clamping the protrusion 31 and the first clamping groove 32 to complete the connection between the two upper and lower retaining wall panels 3, and the first clamping groove 32 is set on the side of the two adjacent retaining wall panels 3 close to the concrete foundation 1, and the protrusion 31 is set on the side of the two adjacent retaining wall panels 3 away from the concrete foundation 1. When the retaining wall panels 3 are installed from bottom to top, the protrusion 31 is clamped into the first clamping groove 32 by using the first clamping groove 32, which can make the retaining wall panels 3 more convenient during installation and disassembly. The baffle plate 3 can be installed on the column 2 by inserting the baffle plate 3 on both sides perpendicular to the extension direction of the column 2 through the column hole 34 into the stud 21 on the column 2. The column hole 34 is set as a waist-shaped hole so that the position setting of the bolt and the bolt hole does not need to be particularly precise during pre-processing. When the positions of the bolt and the bolt hole need to correspond, the waist-shaped hole can provide adjustment space for easy installation. The top surface of the I-beam column is covered with an inverted U-shaped steel plate 4, so that concrete aggregates such as sand and gravel are not easy to enter the gap between the I-beam columns when pouring, and the inverted U-shaped steel plate 4 is provided with a second card slot 41 that is engaged with the protrusion, which makes the installation and removal of the inverted U-shaped steel plate 4 more convenient. The steel plate 33 can be set to a waveform with a smaller area during pre-processing, that is, at this time, the area of each retaining wall plate 3 is smaller, and the retaining wall plates 3 with smaller areas are connected to each other to form a retaining wall surface on one side of the silo retaining wall. When the silo retaining wall is partially damaged, the local retaining wall plate 3 can be replaced. This setting method can be suitable for frequent transfers of construction projects, which is convenient for turnover, and can save too much time during construction, simplifying the operating procedures for building silo retaining walls and reducing construction time. The retaining wall plate 3 has a smaller area, and the retaining wall height can be adjusted by adding a retaining wall plate 3 in the length direction of the column 2 according to actual needs during construction.
本实用新型提供的一种拌合站料仓挡墙的施工步骤包括:The utility model provides a construction step of a mixing station silo retaining wall, which includes:
S1:将施工场地清理干净,清除杂物和积水,并做好临时排水工作;S1: Clean up the construction site, remove debris and stagnant water, and do a good job of temporary drainage;
S2:测量人员根据设计要求放出料仓挡墙基础位置和标高,并用石灰粉末标出基础平面形状;S2: Surveyors lay out the position and elevation of the silo retaining wall foundation according to the design requirements, and mark the plane shape of the foundation with lime powder;
S3:进行基础开挖,预埋锚栓6并现浇混凝土基础1;S3: excavate the foundation, embed anchor bolts 6 and cast the concrete foundation 1;
S4:将工字钢柱固定在预埋锚栓6上,通过锚栓6的双螺母调平钢立柱2底板标高,高差不超过±5mm;S4: Fix the I-beam steel column on the embedded anchor bolt 6, and adjust the elevation of the bottom plate of the steel column 2 by the double nut of the anchor bolt 6, and the height difference shall not exceed ±5mm;
S5:自下而上在工字钢柱两侧安装预加工的挡墙板3,上下两块挡墙板3的两侧通过第一卡槽32和凸起31连接,挡墙板3通过柱孔34安装在立柱2侧表面的双排螺柱21上,用螺母拧紧固定,通过腰型孔调整连接贴合度,即形成挡板;S5: Install the pre-processed baffle plates 3 on both sides of the I-beam column from bottom to top. The two sides of the upper and lower baffle plates 3 are connected through the first clamping groove 32 and the protrusion 31. The baffle plates 3 are installed on the double-row studs 21 on the side surface of the column 2 through the column holes 34, and are tightened and fixed with nuts. The connection fit is adjusted through the waist-shaped holes to form a baffle.
S6:在工字钢柱的顶部扣装倒U型钢板4,倒U型钢板4两侧边的第二卡槽41与挡墙板3一侧的凸起31卡接,此后用螺母拧紧固定在立柱2外表面,形成封顶。S6: Install the inverted U-shaped steel plate 4 on the top of the I-beam column, and the second slots 41 on both sides of the inverted U-shaped steel plate 4 are engaged with the protrusions 31 on one side of the baffle plate 3, and then tighten and fix it to the outer surface of the column 2 with nuts to form a capping.
在本实用新型的描述中,需要说明的是,术语“上”、“下”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本实用新型的限制。除非另有明确的规定和限定,术语“安装”、“相连”、“连接”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通。对于本领域的普通技术人员而言,可以根据具体情况理解上述术语在本实用新型中的具体含义。In the description of the present utility model, it should be noted that the terms "upper", "lower", etc. indicate positions or positional relationships based on the positions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific position, be constructed and operated in a specific position, and therefore cannot be understood as a limitation on the present utility model. Unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be an indirect connection through an intermediate medium, or it can be a connection between the two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to the specific circumstances.
需要说明的是,在本实用新型中,诸如“第一”和“第二”等之类的关系术语仅仅用来将一个实体或者操作与另一个实体或操作区分开来,而不一定要求或者暗示这些实体或操作之间存在任何这种实际的关系或者顺序。而且,术语“包括”、“包含”或者其任何其他变体意在涵盖非排他性的包含,从而使得包括一系列要素的过程、方法、物品或者设备不仅包括那些要素,而且还包括没有明确列出的其他要素,或者是还包括为这种过程、方法、物品或者设备所固有的要素。在没有更多限制的情况下,由语句“包括一个……”限定的要素,并不排除在包括所述要素的过程、方法、物品或者设备中还存在另外的相同要素。It should be noted that, in the present utility model, relational terms such as "first" and "second" are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device. In the absence of further restrictions, the elements defined by the sentence "comprise a ..." do not exclude the existence of other identical elements in the process, method, article or device including the elements.
以上所述仅是本实用新型的具体实施方式,使本领域技术人员能够理解或实现本实用新型。对这些实施例的多种修改对本领域的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申请的原理和新颖特点相一致的最宽的范围。The above description is only a specific embodiment of the present invention, so that those skilled in the art can understand or implement the present invention. Various modifications to these embodiments will be obvious to those skilled in the art, and the general principles defined herein can be implemented in other embodiments without departing from the spirit or scope of the present invention. Therefore, the present invention will not be limited to the embodiments shown herein, but should conform to the widest scope consistent with the principles and novel features applied herein.
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