CN110847600A - Reinforced support frame for lower beam template - Google Patents
Reinforced support frame for lower beam template Download PDFInfo
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- CN110847600A CN110847600A CN201911092818.XA CN201911092818A CN110847600A CN 110847600 A CN110847600 A CN 110847600A CN 201911092818 A CN201911092818 A CN 201911092818A CN 110847600 A CN110847600 A CN 110847600A
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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
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
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Abstract
本发明属于临时建筑技术领域,特别涉及一种梁下模板加强支撑架,包括由水平空心钢管、竖直空心钢管、正方形钢块和短钢柱组成的第一钢管架和第二钢管架,转动轴,多组钢筋套箍和两个防滑底座。本发明安装方便,支撑角度、高度多变,适用于多种工况,可多次反复利用,增加了支撑的稳定性,同时加强了模板支撑系统的灵活性,适用性。
The invention belongs to the technical field of temporary construction, and in particular relates to a formwork reinforced support frame under a beam, comprising a first steel pipe frame and a second steel pipe frame composed of horizontal hollow steel pipes, vertical hollow steel pipes, square steel blocks and short steel columns. Axle, sets of steel ferrules and two anti-skid bases. The invention is easy to install, has variable support angles and heights, is suitable for various working conditions, can be used repeatedly for many times, increases the stability of the support, and at the same time enhances the flexibility and applicability of the formwork support system.
Description
技术领域technical field
本发明属于临时建筑技术领域,特别是涉及一种梁下模板加强支撑架。The invention belongs to the technical field of temporary construction, and in particular relates to a formwork reinforcing support frame under a beam.
背景技术Background technique
目前在建筑上用于混凝土现浇施工的模板支撑结构,普遍采用钢或木梁拼装成模板托架,利用钢或木杆搭建成脚手架构成托架支撑,并配合钢模板进行混凝土施工。由于支撑构件属于细长杆件结构,极易产生失稳现象,所以需要加设水平支撑来增加其稳定性,又因为梁下的模板撑重较多,所以梁下支撑需要增加,但没有足够的水平支撑,所以增加了失稳的可能性,进而导致梁下模板支撑系统承载力不足的情况。At present, the formwork support structure used for concrete cast-in-place construction in buildings is generally made of steel or wooden beams assembled into formwork brackets, and steel or wooden poles are used to build scaffolding to form bracket support, and steel formwork is used for concrete construction. Since the support member is a slender rod structure, it is easy to cause instability, so it is necessary to add a horizontal support to increase its stability, and because the formwork under the beam is heavy, the support under the beam needs to be increased, but it is not enough. Therefore, the possibility of instability is increased, which in turn leads to insufficient bearing capacity of the formwork support system under the beam.
发明内容SUMMARY OF THE INVENTION
为了解决上述存在的技术问题,本发明提供一种梁下模板加强支撑架,主要为了开发一种安装方便,支撑角度、高度多变,适用于多种工况,可多次反复利用,增加了支撑的稳定性,同时加强了模板支撑系统的灵活性,适用性,能够有效的解决梁下模板支撑系统承载力不足,以及梁下立杆稳定性无法保障等问题。In order to solve the above-mentioned technical problems, the present invention provides a formwork reinforced support frame under the beam, which is mainly to develop a kind of convenient installation, variable support angle and height, suitable for various working conditions, and can be used repeatedly for many times. The stability of the support also strengthens the flexibility and applicability of the formwork support system, which can effectively solve the problems of insufficient bearing capacity of the formwork support system under the beam and the inability to guarantee the stability of the vertical pole under the beam.
本发明采用的技术方案如下:The technical scheme adopted in the present invention is as follows:
一种梁下模板加强支撑架,所述支撑架包括第一钢管架、第二钢管架、转动轴、钢筋套箍、底座,第二钢管架套在第一钢管架内部,二者交叉设置呈“X”形,交叉处经转动轴活动连接,所述第一钢管架、第二钢管架包括水平空心钢管、竖直空心钢管、正方形钢块和短钢柱,所述第一钢管架、第二钢管架分别由两平行等长的竖直空心钢管以及其顶端、底端两根水平空心钢管组成,所述第二钢管架的竖直空心钢管之间距离要比第一钢管架的竖直空心钢管之间距离小两个钢管的外径,在竖直空心钢管上同高度上设有带有贯穿圆柱空洞的正方形钢块,第一钢管架、第二钢管架交叉后正方形钢块空洞位置重合,转动轴置于空洞内固定,所述第一钢管架与第二钢管架的底部设有带凹槽的底座,所述凹槽与二者的底端水平空心钢管相匹配,所述第一钢管架、第二钢管架的下半部设有钢筋套箍,所述第一钢管架、第二钢管架之间横向经钢筋套箍固定。A formwork reinforced support frame under the beam, the support frame includes a first steel pipe frame, a second steel pipe frame, a rotating shaft, a steel bar hoop, and a base, and the second steel pipe frame is sleeved inside the first steel pipe frame, and the two are crossed and arranged in a manner. "X" shape, the intersection is movably connected by the rotating shaft, the first steel pipe frame and the second steel pipe frame include horizontal hollow steel pipe, vertical hollow steel pipe, square steel block and short steel column, the first steel pipe frame, the second steel pipe frame The second steel pipe frame is composed of two parallel and equal length vertical hollow steel pipes and two horizontal hollow steel pipes at the top and bottom ends. The distance between the vertical hollow steel pipes of the second steel pipe frame is longer than that of the first steel pipe frame. The distance between the hollow steel pipes is two smaller than the outer diameter of the steel pipes. On the vertical hollow steel pipe, there is a square steel block with a hollow through the cylinder at the same height. The first steel pipe frame and the second steel pipe frame are crossed. Coincidence, the rotating shaft is placed in the cavity and fixed, the bottom of the first steel pipe frame and the second steel pipe frame is provided with a base with a groove, and the groove is matched with the horizontal hollow steel pipe at the bottom of the two, and the first steel pipe frame is A steel tube frame and a lower half of the second steel tube frame are provided with steel hoops, and the first steel tube frame and the second steel tube frame are laterally fixed by steel hoops.
进一步地,所述的转动轴由实心钢管和两个带有凹槽的圆钢块组成,所述实心钢管两端伸出螺纹钢,圆钢块上的带螺纹的凹槽与之匹配。Further, the rotating shaft is composed of a solid steel pipe and two round steel blocks with grooves, the two ends of the solid steel pipe protrude from threaded steel, and the threaded grooves on the round steel blocks are matched with it.
进一步地,所述的钢筋套箍为钢筋两端同向向内弯折状,由多组长短不相同的钢筋套箍分别套在第一钢管架与第二钢管架下半部分,按从下至上从密到疏的规律布置。Further, the steel bar hoops are in the shape of bending inwards in the same direction at both ends of the steel bar, and multiple groups of steel bar hoops with different lengths are respectively sleeved on the lower half of the first steel pipe frame and the second steel pipe frame. The rule of arrangement from dense to sparse.
进一步地,所述第一钢管架的两根水平空心钢管外直径为40mm、长为300mm,两根竖直空心钢管外直径为40mm、长为3600mm,第二钢管架与第一钢管架构造相同,但两个竖直空心钢管各向内偏移40mm,所述水平空心钢管与竖直空心钢管焊接相连。Further, the outer diameter of the two horizontal hollow steel pipes of the first steel pipe frame is 40mm and the length is 300mm, the outer diameter of the two vertical hollow steel pipes is 40mm and the length is 3600mm, and the second steel pipe frame has the same structure as the first steel pipe frame. , but the two vertical hollow steel pipes are each offset by 40mm inward, and the horizontal hollow steel pipes are connected to the vertical hollow steel pipes by welding.
进一步地,所述竖直空心钢管的两个长度三等分位置上,从下至上分别是直径为30mm的短钢柱和边长为40mm、中间有30mm圆柱空洞的正方形钢块;正方形钢块和竖直空心钢管一体成型,短钢柱两端焊接在竖直空心钢管上。Further, the two lengths of the vertical hollow steel pipe are divided into three positions, from bottom to top, are respectively a short steel column with a diameter of 30mm and a square steel block with a side length of 40mm and a cylindrical cavity of 30mm in the middle; the square steel block It is integrally formed with the vertical hollow steel pipe, and both ends of the short steel column are welded on the vertical hollow steel pipe.
进一步地,所述的转动轴由直径为30mm、长度为300mm的实心钢管和两个带有凹槽的外直径为40mm的圆钢块组成;实心钢管两端伸出直径为10mm长度为20mm的螺纹钢,圆钢块则有两个空心的带螺纹的凹槽与之对应连接。Further, the described rotating shaft is composed of a solid steel pipe with a diameter of 30mm and a length of 300mm and two round steel blocks with an outer diameter of 40mm with grooves; Rebar, round steel block has two hollow threaded grooves correspondingly connected to it.
进一步地,所述的钢筋套箍由直径为8mm的钢筋通过变形得来,钢筋两侧弯折为内直径为40mm的圆弧钢筋,圆弧末端延伸出30mm长度的直钢筋。Further, the steel bar hoop is obtained by deforming a steel bar with a diameter of 8 mm, the two sides of the steel bar are bent into circular arc steel bars with an inner diameter of 40 mm, and a straight steel bar with a length of 30 mm extends from the end of the circular arc.
进一步地,所述的底座由厚度为100mm的防滑材质长方体上表面中心位置去除一个直径为40mm、长为300mm的半圆柱体凹槽。Further, a semi-cylindrical groove with a diameter of 40 mm and a length of 300 mm is removed from the center of the upper surface of the anti-skid material cuboid with a thickness of 100 mm on the base.
本发明的有益效果为:The beneficial effects of the present invention are:
安装方便,支撑角度、高度多变,适用于多种工况,可多次反复利用,增加了支撑的稳定性,有效的解决梁下模板支撑系统承载力不足,以及梁下立杆稳定性无法保障等问题,同时加强了模板支撑系统的灵活性,适用性。Easy installation, variable support angle and height, suitable for a variety of working conditions, can be reused many times, increase the stability of the support, effectively solve the insufficient bearing capacity of the formwork support system under the beam, and the stability of the vertical rod under the beam. At the same time, it strengthens the flexibility and applicability of the formwork support system.
附图说明Description of drawings
图1为一种梁下模板加强支撑架整体示意图;Fig. 1 is an overall schematic diagram of a formwork reinforcing support frame under a beam;
图2为第一钢管架示意图;Fig. 2 is the schematic diagram of the first steel pipe frame;
图3为第二钢管架示意图;Fig. 3 is the schematic diagram of the second steel pipe frame;
图4为转动轴分解示意图;Fig. 4 is the exploded schematic diagram of rotating shaft;
图5为钢筋套箍示意图;Figure 5 is a schematic diagram of a steel bar hoop;
图6为底座示意图。Figure 6 is a schematic diagram of the base.
图中,1为第一钢管架,2为第二钢管架,3为转动轴,4为钢筋套箍,5为底座,6为水平空心钢管,7为竖直空心钢管,8为正方形钢块,9为短钢柱,3-1为实心钢管,3-2为圆钢块,螺纹钢3-3,带螺纹的凹槽3-4,圆弧钢筋4-1,直钢筋4-2,防滑材质长方体5-1,半圆柱体凹槽5-2。In the figure, 1 is the first steel pipe frame, 2 is the second steel pipe frame, 3 is the rotating shaft, 4 is the steel hoop, 5 is the base, 6 is the horizontal hollow steel pipe, 7 is the vertical hollow steel pipe, and 8 is the square steel block , 9 is short steel column, 3-1 is solid steel pipe, 3-2 is round steel block, threaded steel 3-3, threaded groove 3-4, arc steel bar 4-1, straight steel bar 4-2, Anti-skid material cuboid 5-1, semi-cylindrical groove 5-2.
具体实施方式Detailed ways
下面结合附图和实施例对本发明进行详细描述:The present invention is described in detail below in conjunction with accompanying drawing and embodiment:
实施例Example
如图1~图3所示,本发明一种梁下模板加强支撑架,包括由水平空心钢管6、竖直空心钢管7、正方形钢块8和短钢柱9组成的第一钢管架1和第二钢管架2,转动轴3,钢筋套箍4,底座5;第二钢管架2套在第一钢管架1内部,并交叉放置,第一钢管架1与第二钢管架2中正方形钢块8空洞位置重合,整体呈现一个“X”形;转动轴3穿过第一钢管架1与第二钢管架2的洞口重合处,并通过两个圆钢块3-2固定;多组长短不相同的钢筋套箍4分别套在第一钢管架1与第二钢管架2下半部分,按从下至上从密到疏的规律布置;第一钢管架1与第二钢管架2的底部有两个带有凹槽的底座5,第一钢管架1与第二钢管架2的底部的钢管放置在凹槽内;第一钢管架1由两根外直径为40mm、长为300mm水平空心钢管6和两根外直径为40mm、长为3600mm竖直空心钢管7焊接组成;在两根竖直空心钢管7两端外侧焊接两个水平空心钢管6;竖直空心钢管7的两个长度三等分位置上,从下至上分别是直径为30mm的短钢柱9和边长为40mm、中间有30mm圆柱空洞的正方形钢块8;正方形钢块8和竖直空心钢管7由制作时形成整体,短钢柱9两端焊接在竖直空心钢管7上。第二钢管架2与第一钢管架1构造基本相同,唯一不同是水平空心钢管6与竖直空心钢管7焊接时,两个竖直空心钢管7各向内偏移40mm。As shown in FIGS. 1 to 3 , an under-beam formwork reinforced support frame of the present invention includes a first
具体施工过程中,水平空心钢管6垂直与梁长度方向放置;钢筋套箍4从正方形钢块8位置水平向下布置,直到钢筋套箍4完全套在第一钢管架1与第二钢管架2上;通过对第二钢管架2与第一钢管架1的夹角控制来达到改变该结构支撑高度的效果;夹角改变时,钢筋套箍4相对向上或向下移动。In the specific construction process, the horizontal
如图4所示,所述的转动轴3由直径为30mm、长度为300mm的实心钢管3-1和两个带有凹槽3-4的外直径为40mm的圆钢块3-2组成;实心钢管3-1两端伸出直径为10mm长度为20mm的螺纹钢3-3,圆钢块3-2则有两个空心的带螺纹的凹槽3-4与之对应连接。As shown in Figure 4, the
如图5所示,所述的钢筋套箍4由直径为8mm的钢筋通过变形得来,钢筋两侧弯折为内直径为40mm的圆弧钢筋4-1,圆弧末端延伸出30mm长度的直钢筋4-2。As shown in FIG. 5 , the
如图6所示,所述的底座5由厚度为100mm的防滑材质长方体5-1上表面中心位置去除一个直径为40mm、长为300mm的半圆柱体凹槽5-2。As shown in FIG. 6 , a semi-cylindrical groove 5-2 with a diameter of 40 mm and a length of 300 mm is removed from the center of the upper surface of the anti-skid material cuboid 5-1 with a thickness of 100 mm on the
本发明用于混凝土现浇施工中,对梁模板起支撑作用。The present invention is used in the cast-in-place concrete construction, and supports the beam formwork.
以上所述仅是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。The above are only the preferred embodiments of the present invention. It should be pointed out that for those skilled in the art, without departing from the principles of the present invention, several improvements and modifications can be made. It should be regarded as the protection scope of the present invention.
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CN203257123U (en) * | 2013-04-03 | 2013-10-30 | 成都佳美嘉科技有限公司 | Building supporting frame convenient to fold |
CN108979147A (en) * | 2018-09-18 | 2018-12-11 | 郑州大学 | Assembled template support frame integral structure and construction method |
CN211691464U (en) * | 2019-11-11 | 2020-10-16 | 沈阳促晋科技有限公司 | Reinforced support frame for lower beam template |
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US20050011421A1 (en) * | 2003-07-17 | 2005-01-20 | Chongyi Zhang | Strengthened foldable support frame |
CN202745407U (en) * | 2012-09-13 | 2013-02-20 | 中国三冶集团有限公司建筑设计研究院 | Support frame used for building |
CN203257123U (en) * | 2013-04-03 | 2013-10-30 | 成都佳美嘉科技有限公司 | Building supporting frame convenient to fold |
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Application publication date: 20200228 |