CN113958120B - Inclined frame concrete cylinder template reinforcing system - Google Patents
Inclined frame concrete cylinder template reinforcing system Download PDFInfo
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- CN113958120B CN113958120B CN202111135323.8A CN202111135323A CN113958120B CN 113958120 B CN113958120 B CN 113958120B CN 202111135323 A CN202111135323 A CN 202111135323A CN 113958120 B CN113958120 B CN 113958120B
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- 230000003014 reinforcing effect Effects 0.000 title claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 101
- 239000010959 steel Substances 0.000 claims abstract description 101
- 230000002787 reinforcement Effects 0.000 claims abstract description 54
- 230000000149 penetrating effect Effects 0.000 claims 6
- 238000007493 shaping process Methods 0.000 claims 3
- 239000002023 wood Substances 0.000 claims 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 2
- 238000009415 formwork Methods 0.000 abstract description 91
- 238000004873 anchoring Methods 0.000 description 10
- 238000005266 casting Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 8
- 239000000463 material Substances 0.000 description 8
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 101001121408 Homo sapiens L-amino-acid oxidase Proteins 0.000 description 1
- 101000827703 Homo sapiens Polyphosphoinositide phosphatase Proteins 0.000 description 1
- 102100026388 L-amino-acid oxidase Human genes 0.000 description 1
- 102100023591 Polyphosphoinositide phosphatase Human genes 0.000 description 1
- 101100012902 Saccharomyces cerevisiae (strain ATCC 204508 / S288c) FIG2 gene Proteins 0.000 description 1
- 101100233916 Saccharomyces cerevisiae (strain ATCC 204508 / S288c) KAR5 gene Proteins 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/021—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for circular columns
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/04—Forming boards or similar elements the form surface being of wood
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
一种倾斜式框架混凝土圆柱模板加固系统，包括：下层楼面，用于支撑混凝土圆柱模板的底端；上层楼面，用于支撑所述混凝土圆柱模板的顶端；所述上层楼面设置于所述下层楼面的上方；钢筋拉结点，用于紧固钢丝绳的第一端；所述钢筋拉结点设置于所述下层楼面上；圆柱模板加固组件，用于紧固所述钢丝绳的第二端；所述圆柱模板加固组件包围所述圆柱模板设置；钢丝绳，用于连接所述钢筋拉结点和所述圆柱模板加固组件；所述钢丝绳的第一端与所述钢筋拉结点连接而第二端与所述圆柱模板加固组件连接。本发明提供的一种倾斜式框架混凝土圆柱模板加固系统拆装便捷，倾斜圆柱模板采用定型木模板，重量轻，不需使用起重机械，人工即可安装、拆除。
An inclined frame concrete cylindrical formwork reinforcement system includes: a lower floor for supporting the bottom end of a concrete cylindrical formwork; an upper floor for supporting the top end of the concrete cylindrical formwork; the upper floor is arranged above the lower floor; a steel bar tie point for fastening the first end of a steel wire rope; the steel bar tie point is arranged on the lower floor; a cylindrical formwork reinforcement assembly for fastening the second end of the steel wire rope; the cylindrical formwork reinforcement assembly surrounds the cylindrical formwork; a steel wire rope is used to connect the steel bar tie point and the cylindrical formwork reinforcement assembly; the first end of the steel wire rope is connected to the steel bar tie point and the second end is connected to the cylindrical formwork reinforcement assembly. The inclined frame concrete cylindrical formwork reinforcement system provided by the present invention is easy to assemble and disassemble. The inclined cylindrical formwork adopts a shaped wooden formwork, is light in weight, does not require the use of lifting machinery, and can be installed and removed manually.
Description
技术领域Technical Field
本发明属于建筑施工技术领域，具体涉及一种倾斜式框架混凝土圆柱模板加固系统。The invention belongs to the technical field of building construction, and in particular relates to an inclined frame concrete cylindrical formwork reinforcement system.
背景技术Background Art
现代建筑对审美要求越来越高，建筑造型越来越追求特色与个性化，倾斜式建筑越来越多的进入人们的视野，对于倾斜式框架圆柱的模板常采用定型钢模板，支撑常规多采用满堂式模架支撑，架体材料使用较多，受力计算较为复杂。Modern architecture has higher and higher aesthetic requirements, and architectural shapes are increasingly pursuing characteristics and individuality. Inclined buildings are increasingly entering people's field of vision. For the formwork of inclined frame columns, standardized steel formwork is often used, and the support is generally supported by full-frame formwork support. More frame materials are used, and the force calculation is more complicated.
使用常规满堂式支撑具有如下缺点：The use of conventional full-height support has the following disadvantages:
(1)倾斜框架圆柱采用满堂架支撑需使用大量钢管材料，增加材料租赁成本；(1) The use of full-frame support for inclined frame columns requires the use of a large amount of steel pipe materials, which increases material rental costs;
(2)占用场地大，满堂架支撑占用面积大，也需要有较大材料堆放场地；(2) It occupies a large area. The full-frame support occupies a large area and also requires a large material stacking area;
(3)圆柱模板采用定型钢模板，多次重复安拆撬动容易变形，模板拼缝不严容易漏浆，会造成蜂窝麻面等质量缺陷，影响圆柱观感质量；(3) The cylindrical formwork uses a standard steel formwork, which is easily deformed by repeated installation and disassembly. The loose joints of the formwork are prone to leakage, which will cause quality defects such as honeycomb surface and affect the visual quality of the cylinder.
(4)定型钢模板重量大，需使用起重设备配合安装，费时费力。(4) The standard steel formwork is heavy and requires lifting equipment to install, which is time-consuming and labor-intensive.
发明内容Summary of the invention
为解决上述问题，本发明提供了一种倾斜式框架混凝土圆柱模板加固系统，包括：In order to solve the above problems, the present invention provides an inclined frame concrete cylindrical formwork reinforcement system, comprising:
下层楼面，用于支撑混凝土圆柱模板的底端；The lower floor is used to support the bottom end of the concrete column formwork;
上层楼面，用于支撑所述混凝土圆柱模板的顶端；所述上层楼面设置于所述下层楼面的上方；An upper floor, used to support the top of the concrete cylindrical formwork; the upper floor is arranged above the lower floor;
钢筋拉结点，用于紧固钢丝绳的第一端；所述钢筋拉结点设置于所述下层楼面上；A steel bar anchoring point, used to fasten the first end of the steel wire rope; the steel bar anchoring point is arranged on the lower floor;
圆柱模板加固组件，用于紧固所述钢丝绳的第二端；所述圆柱模板加固组件包围所述圆柱模板设置；A cylindrical formwork reinforcement assembly is used to fasten the second end of the steel wire rope; the cylindrical formwork reinforcement assembly is arranged around the cylindrical formwork;
钢丝绳，用于连接所述钢筋拉结点和所述圆柱模板加固组件；所述钢丝绳的第一端与所述钢筋拉结点连接而第二端与所述圆柱模板加固组件连接。A steel wire rope is used to connect the steel bar anchoring point and the cylindrical formwork reinforcement assembly; the first end of the steel wire rope is connected to the steel bar anchoring point and the second end is connected to the cylindrical formwork reinforcement assembly.
优选地，所述混凝土圆柱模板包括：定型木模板和钢筋，其中，所述定型木模板内部形成浇筑空间，所述钢筋设置于所述浇筑空间内，所述浇筑空间内浇筑有混凝土，所述圆柱模板加固组件包围所述定型木模板设置。Preferably, the concrete cylindrical formwork comprises: a shaped wooden formwork and steel bars, wherein a casting space is formed inside the shaped wooden formwork, the steel bars are arranged in the casting space, concrete is cast in the casting space, and the cylindrical formwork reinforcement assembly surrounds the shaped wooden formwork.
优选地，所述圆柱模板加固组件包括：加劲钢板带、穿柱螺杆和带垫片双螺母，其中，所述加劲钢板带的两端设置有固定孔，所述加劲钢板带紧贴所述混凝土圆柱模板的外壁设置，所述穿柱螺杆贯通所述固定孔和所述混凝土圆柱模板，所述钢丝绳的第二端套设所述穿柱螺杆，所述带垫片双螺母螺纹旋紧于所述穿柱螺杆上。Preferably, the cylindrical formwork reinforcement assembly comprises: a stiffening steel plate belt, a through-column screw and a double nut with a gasket, wherein both ends of the stiffening steel plate belt are provided with fixing holes, the stiffening steel plate belt is arranged tightly against the outer wall of the concrete cylindrical formwork, the through-column screw passes through the fixing hole and the concrete cylindrical formwork, the second end of the steel wire rope is sleeved with the through-column screw, and the double nut with a gasket is threadedly tightened on the through-column screw.
优选地，所述固定孔处设置有钢板加强扣，所述钢板加强扣套设于所述穿柱螺杆上。Preferably, a steel plate reinforcement buckle is provided at the fixing hole, and the steel plate reinforcement buckle is sleeved on the through-column screw.
优选地，所述圆柱模板加固组件还包括：量角器和气泡水平仪，其中，所述量角器套设于所述穿柱螺杆上，所述气泡水平仪与所述量角器连接。Preferably, the cylindrical formwork reinforcement assembly further comprises: a protractor and a bubble level, wherein the protractor is sleeved on the through-column screw, and the bubble level is connected to the protractor.
优选地，还包括：钢板带柱箍、可调螺栓和紧固螺母，其中，所述钢板带柱箍的第一端设置有调节孔，所述钢板带柱箍的第二端设置有螺纹孔，所述可调螺栓螺纹紧固于所述螺纹孔中，所述钢板带柱箍包围所述混凝土圆柱模板，且所述可调螺栓插入所述调节孔中，所述紧固螺母旋紧于所述可调螺栓上。Preferably, it also includes: a steel plate column hoop, an adjustable bolt and a fastening nut, wherein the first end of the steel plate column hoop is provided with an adjustment hole, the second end of the steel plate column hoop is provided with a threaded hole, the adjustable bolt is threadedly fastened in the threaded hole, the steel plate column hoop surrounds the concrete cylindrical formwork, and the adjustable bolt is inserted into the adjustment hole, and the fastening nut is tightened on the adjustable bolt.
本发明提供的一种倾斜式框架混凝土圆柱模板加固系统具有如下有益效果：The inclined frame concrete cylindrical formwork reinforcement system provided by the present invention has the following beneficial effects:
(1)拆装便捷，倾斜圆柱模板采用定型木模板，重量轻，不需使用起重机械，人工即可安装、拆除；(1) Easy to assemble and disassemble. The inclined cylindrical formwork adopts a fixed wooden formwork, which is light in weight and can be installed and dismantled manually without the use of lifting machinery;
(2)模板拼装采用钢板带紧固，方便操作，模板拼装后采用两端带有调节与锁紧功能的钢板带紧固，方便工人操作；(2) The template is assembled with steel strips for easy operation. After the template is assembled, it is fastened with steel strips with adjustment and locking functions at both ends, which is convenient for workers to operate;
(3)节省材料，模板加固采用钢丝索具，相对现有技术中采用的满堂式模架体系，节省了大量材料；(3) Save materials. The formwork reinforcement uses steel wire rigging, which saves a lot of materials compared to the full-house formwork system used in the prior art;
(4)模板加固安全、可靠，采用钢板带连接钢丝索具反向施力，固定圆柱，防止圆柱整体向外倾覆。(4) The template reinforcement is safe and reliable. Steel plates are connected to steel wire rigging to apply reverse force to fix the column and prevent the column from tipping over as a whole.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
为了更清楚地说明本发明实施例或现有技术中的技术方案，下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍，显而易见地，下面描述中的附图仅仅是本发明的一些实施例，对于本领域普通技术人员来讲，在不付出创造性劳动性的前提下，还可以根据这些附图获得其他的附图。In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art 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 labor.
图1是本发明提供的一种倾斜式框架混凝土圆柱模板加固系统的侧视示意图；FIG1 is a side view schematic diagram of an inclined frame concrete cylindrical formwork reinforcement system provided by the present invention;
图2是本发明提供的一种倾斜式框架混凝土圆柱模板加固系统的主视示意图；FIG2 is a front view schematic diagram of an inclined frame concrete cylindrical formwork reinforcement system provided by the present invention;
图3是本发明提供的一种倾斜式框架混凝土圆柱模板加固系统中圆柱模板加固组件的结构示意图；FIG3 is a schematic structural diagram of a cylindrical formwork reinforcement assembly in an inclined frame concrete cylindrical formwork reinforcement system provided by the present invention;
图4是本发明提供的一种倾斜式框架混凝土圆柱模板加固系统中圆柱模板加固组件的结构示意图；FIG4 is a schematic structural diagram of a cylindrical formwork reinforcement assembly in an inclined frame concrete cylindrical formwork reinforcement system provided by the present invention;
图5是本发明提供的一种倾斜式框架混凝土圆柱模板加固系统中钢筋拉结点的放大示意图；FIG5 is an enlarged schematic diagram of a reinforcement point of a steel bar in a tilted frame concrete cylindrical formwork reinforcement system provided by the present invention;
图6是本发明提供的一种倾斜式框架混凝土圆柱模板加固系统中加劲钢板带的结构示意图；FIG6 is a schematic structural diagram of a stiffening steel plate belt in a tilted frame concrete cylindrical formwork reinforcement system provided by the present invention;
图7是本发明提供的一种倾斜式框架混凝土圆柱模板加固系统中加劲钢板带的结构示意图；FIG7 is a schematic structural diagram of a stiffening steel plate belt in a tilted frame concrete cylindrical formwork reinforcement system provided by the present invention;
图8是本发明提供的一种倾斜式框架混凝土圆柱模板加固系统中部分结构示意图。FIG8 is a schematic diagram of a partial structure of an inclined frame concrete cylindrical formwork reinforcement system provided by the present invention.
具体实施方式DETAILED DESCRIPTION
为使本发明的目的、技术方案和优点更加清楚明了，下面结合具体实施方式并参照附图，对本发明进一步详细说明。应该理解，这些描述只是示例性的，而并非要限制本发明的范围。此外，在以下说明中，省略了对公知结构和技术的描述，以避免不必要地混淆本发明的概念。In order to make the purpose, technical scheme and advantages of the present invention clearer, the present invention is further described in detail below in conjunction with specific embodiments and with reference to the accompanying drawings. It should be understood that these descriptions are only exemplary and are not intended to limit the scope of the present invention. In addition, in the following description, the description of well-known structures and technologies is omitted to avoid unnecessary confusion of the concept of the present invention.
如图1-8，在本申请实施例中，本发明提供了一种倾斜式框架混凝土圆柱模板加固系统，包括：As shown in Figures 1-8, in the embodiments of the present application, the present invention provides an inclined frame concrete cylindrical formwork reinforcement system, comprising:
下层楼面15，用于支撑混凝土圆柱模板的底端；The lower floor 15 is used to support the bottom end of the concrete column formwork;
上层楼面16，用于支撑所述混凝土圆柱模板的顶端；所述上层楼面16设置于所述下层楼面15的上方；The upper floor 16 is used to support the top of the concrete cylindrical formwork; the upper floor 16 is arranged above the lower floor 15;
钢筋拉结点10，用于紧固钢丝绳9的第一端；所述钢筋拉结点10设置于所述下层楼面15上；A steel bar anchoring point 10 is used to fasten the first end of the steel wire rope 9; the steel bar anchoring point 10 is arranged on the lower floor 15;
圆柱模板加固组件11，用于紧固所述钢丝绳9的第二端；所述圆柱模板加固组件11包围所述圆柱模板设置；The cylindrical formwork reinforcement component 11 is used to fasten the second end of the steel wire rope 9; the cylindrical formwork reinforcement component 11 is arranged around the cylindrical formwork;
钢丝绳9，用于连接所述钢筋拉结点10和所述圆柱模板加固组件11；所述钢丝绳9的第一端与所述钢筋拉结点10连接而第二端与所述圆柱模板加固组件11连接。The steel wire rope 9 is used to connect the steel bar anchoring point 10 and the cylindrical formwork reinforcement assembly 11; the first end of the steel wire rope 9 is connected to the steel bar anchoring point 10 and the second end is connected to the cylindrical formwork reinforcement assembly 11.
当对混凝土圆柱模板进行浇筑和加固时，首先在下层楼面15上设置钢筋拉结点10，然后在下层楼面15上浇筑完成混凝土圆柱模板后使用圆柱模板加固组件11围绕自身外周一圈进行加固，并使用钢丝绳9将圆柱模板加固组件11和钢筋拉结点10连接，保持混凝土圆柱模板的顶端与上层楼面16抵紧且自身保持预设角度的倾斜。When the concrete cylindrical formwork is poured and reinforced, a steel bar anchoring point 10 is first set on the lower floor 15, and then after the concrete cylindrical formwork is poured on the lower floor 15, the cylindrical formwork reinforcement assembly 11 is used to reinforce it around its periphery, and the cylindrical formwork reinforcement assembly 11 and the steel bar anchoring point 10 are connected by a steel wire rope 9 to keep the top of the concrete cylindrical formwork tightly against the upper floor 16 and keep itself tilted at a preset angle.
在本申请实施例中，所述混凝土圆柱模板包括：定型木模板7和钢筋8，其中，所述定型木模板7内部形成浇筑空间，所述钢筋8设置于所述浇筑空间内，所述浇筑空间内浇筑有混凝土，所述圆柱模板加固组件11包围所述定型木模板7设置。In an embodiment of the present application, the concrete cylindrical formwork includes: a shaped wooden formwork 7 and steel bars 8, wherein a casting space is formed inside the shaped wooden formwork 7, the steel bars 8 are arranged in the casting space, concrete is cast in the casting space, and the cylindrical formwork reinforcement assembly 11 is arranged around the shaped wooden formwork 7.
在本申请实施例中，定型木模板7内部形成了浇筑空间，可以向浇筑空间内设置钢筋8后并浇筑水泥，从而形成混凝土圆柱模板。In the embodiment of the present application, a casting space is formed inside the shaped wooden formwork 7, and steel bars 8 can be arranged in the casting space and cement can be poured to form a concrete cylindrical formwork.
在本申请实施例中，所述圆柱模板加固组件11包括：加劲钢板带1、穿柱螺杆5和带垫片双螺母6，其中，所述加劲钢板带1的两端设置有固定孔，所述加劲钢板带1紧贴所述混凝土圆柱模板的外壁设置，所述穿柱螺杆5贯通所述固定孔和所述混凝土圆柱模板，所述钢丝绳9的第二端套设所述穿柱螺杆5，所述带垫片双螺母6螺纹旋紧于所述穿柱螺杆5上。In the embodiment of the present application, the cylindrical formwork reinforcement assembly 11 includes: a stiffening steel plate belt 1, a through-column screw 5 and a double nut 6 with a gasket, wherein both ends of the stiffening steel plate belt 1 are provided with fixing holes, the stiffening steel plate belt 1 is arranged close to the outer wall of the concrete cylindrical formwork, the through-column screw 5 passes through the fixing hole and the concrete cylindrical formwork, the second end of the steel wire rope 9 is sleeved on the through-column screw 5, and the double nut 6 with a gasket is threadedly tightened on the through-column screw 5.
在本申请实施例中，穿柱螺杆5贯通混凝土圆柱模板和加劲钢板带1，且加劲钢板带1包围混凝土圆柱模板外周，从而一方面可以将混凝土圆柱模板和加劲钢板带1连接，另一方面可以使用加劲钢板带1对混凝土圆柱模板进行加固。带垫片双螺母6将钢丝绳9固定在穿柱螺杆5上，且可以防止加劲钢板带1从穿柱螺杆5上脱离。In the embodiment of the present application, the column screw 5 passes through the concrete cylindrical formwork and the stiffening steel plate belt 1, and the stiffening steel plate belt 1 surrounds the outer circumference of the concrete cylindrical formwork, so that the concrete cylindrical formwork and the stiffening steel plate belt 1 can be connected on one hand, and the concrete cylindrical formwork can be reinforced by using the stiffening steel plate belt 1 on the other hand. The double nut 6 with a washer fixes the steel wire rope 9 to the column screw 5 and can prevent the stiffening steel plate belt 1 from detaching from the column screw 5.
在本申请实施例中，所述固定孔处设置有钢板加强扣2，所述钢板加强扣2套设于所述穿柱螺杆5上。In the embodiment of the present application, a steel plate reinforcement buckle 2 is provided at the fixing hole, and the steel plate reinforcement buckle 2 is sleeved on the through-column screw 5 .
在本申请实施例中，钢板加强扣2用于增强穿柱螺杆5对加劲钢板带1的摩擦力，防止加劲钢板带1从穿柱螺杆5上脱离。In the embodiment of the present application, the steel plate reinforcement buckle 2 is used to enhance the friction force of the through-column screw 5 on the stiffening steel plate strip 1 to prevent the stiffening steel plate strip 1 from detaching from the through-column screw 5 .
在本申请实施例中，所述圆柱模板加固组件11还包括：量角器3和气泡水平仪4，其中，所述量角器3套设于所述穿柱螺杆5上，所述气泡水平仪4与所述量角器3连接。In the embodiment of the present application, the cylindrical formwork reinforcement assembly 11 further includes: a protractor 3 and a bubble level 4 , wherein the protractor 3 is sleeved on the through-column screw 5 , and the bubble level 4 is connected to the protractor 3 .
在本申请实施例中，量角器3和气泡水平仪4可用于方便观察混凝土圆柱模板的倾斜角度是否满足需要，从而调整钢丝绳9的长度。In the embodiment of the present application, the protractor 3 and the bubble level 4 can be used to conveniently observe whether the inclination angle of the concrete cylindrical formwork meets the requirements, thereby adjusting the length of the steel wire rope 9.
在本申请实施例中，本发明提供的一种倾斜式框架混凝土圆柱模板加固系统还包括：钢板带柱箍12、可调螺栓13和紧固螺母14，其中，所述钢板带柱箍12的第一端设置有调节孔，所述钢板带柱箍12的第二端设置有螺纹孔，所述可调螺栓13螺纹紧固于所述螺纹孔中，所述钢板带柱箍12包围所述混凝土圆柱模板，且所述可调螺栓13插入所述调节孔中，所述紧固螺母14旋紧于所述可调螺栓13上。In an embodiment of the present application, an inclined frame concrete cylindrical formwork reinforcement system provided by the present invention also includes: a steel plate column hoop 12, an adjustable bolt 13 and a fastening nut 14, wherein the first end of the steel plate column hoop 12 is provided with an adjustment hole, the second end of the steel plate column hoop 12 is provided with a threaded hole, the adjustable bolt 13 is threadedly fastened in the threaded hole, the steel plate column hoop 12 surrounds the concrete cylindrical formwork, and the adjustable bolt 13 is inserted into the adjustment hole, and the fastening nut 14 is tightened on the adjustable bolt 13.
在本申请实施例中，钢板带柱箍12包围混凝土圆柱模板外周，从而可以对混凝土圆柱模板进行加固。紧固螺母14可以释放或者锁紧可调螺栓13，进而调整钢板带柱箍12对混凝土圆柱模板的加固程度，并根据需要调整选择。In the embodiment of the present application, the steel plate column hoop 12 surrounds the outer circumference of the concrete cylindrical formwork, thereby reinforcing the concrete cylindrical formwork. The fastening nut 14 can release or lock the adjustable bolt 13, thereby adjusting the degree of reinforcement of the concrete cylindrical formwork by the steel plate column hoop 12, and adjusting and selecting according to needs.
本发明提供的一种倾斜式框架混凝土圆柱模板加固系统具有如下有益效果：The inclined frame concrete cylindrical formwork reinforcement system provided by the present invention has the following beneficial effects:
(1)拆装便捷，倾斜圆柱模板采用定型木模板，重量轻，不需使用起重机械，人工即可安装、拆除；(1) Easy to assemble and disassemble. The inclined cylindrical formwork adopts a fixed wooden formwork, which is light in weight and can be installed and dismantled manually without the use of lifting machinery;
(2)模板拼装采用钢板带紧固，方便操作，模板拼装后采用两端带有调节与锁紧功能的钢板带紧固，方便工人操作；(2) The template is assembled with steel strips for easy operation. After the template is assembled, it is fastened with steel strips with adjustment and locking functions at both ends, which is convenient for workers to operate;
(3)节省材料，模板加固采用钢丝索具，相对现有技术中采用的满堂式模架体系，节省了大量材料；(3) Save materials. The formwork reinforcement uses steel wire rigging, which saves a lot of materials compared to the full-house formwork system used in the prior art;
(4)模板加固安全、可靠，采用钢板带连接钢丝索具反向施力，固定圆柱，防止圆柱整体向外倾覆。(4) The template reinforcement is safe and reliable. Steel plates are connected to steel wire rigging to apply reverse force to fix the column and prevent the column from tipping over as a whole.
应当理解的是，本发明的上述具体实施方式仅仅用于示例性说明或解释本发明的原理，而不构成对本发明的限制。因此，在不偏离本发明的精神和范围的情况下所做的任何修改、等同替换、改进等，均应包含在本发明的保护范围之内。此外，本发明所附权利要求旨在涵盖落入所附权利要求范围和边界、或者这种范围和边界的等同形式内的全部变化和修改例。It should be understood that the above specific embodiments of the present invention are only used to illustrate or explain the principles of the present invention, and do not constitute a limitation of the present invention. Therefore, any modifications, equivalent substitutions, improvements, etc. made without departing from the spirit and scope of the present invention should be included in the protection scope of the present invention. In addition, the appended claims of the present invention are intended to cover all changes and modifications that fall within the scope and boundaries of the appended claims, or the equivalent forms of such scope and boundaries.
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