CN110847600A - Reinforced support frame for lower beam template - Google Patents

Reinforced support frame for lower beam template Download PDF

Info

Publication number
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
Authority
CN
China
Prior art keywords
steel
steel pipe
pipe frame
frame
hollow
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201911092818.XA
Other languages
Chinese (zh)
Inventor
秦桂娟
张意
张延年
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shenyang Cujin Technology Co Ltd
Original Assignee
Shenyang Cujin Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shenyang Cujin Technology Co Ltd filed Critical Shenyang Cujin Technology Co Ltd
Priority to CN201911092818.XA priority Critical patent/CN110847600A/en
Publication of CN110847600A publication Critical patent/CN110847600A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/04Falsework, 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

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。

Figure 201911092818

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.

Figure 201911092818

Description

一种梁下模板加强支撑架A kind of under-beam formwork reinforced support frame

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 steel pipe frame 1 and a The second steel pipe frame 2, the rotating shaft 3, the steel bar hoop 4, and the base 5; The positions of the holes of the block 8 are coincident, and the whole presents an "X" shape; the rotating shaft 3 passes through the overlap of the openings of the first steel pipe frame 1 and the second steel pipe frame 2, and is fixed by two round steel blocks 3-2; The different steel ferrules 4 are respectively sleeved on the lower half of the first steel pipe frame 1 and the second steel pipe frame 2, and are arranged from bottom to top, from dense to sparse; the bottoms of the first steel pipe frame 1 and the second steel pipe frame 2 are arranged. There are two bases 5 with grooves, and the steel pipes at the bottom of the first steel pipe frame 1 and the second steel pipe frame 2 are placed in the grooves; the first steel pipe frame 1 consists of two horizontal hollow pipes with an outer diameter of 40 mm and a length of 300 mm. The steel pipe 6 and two vertical hollow steel pipes 7 with an outer diameter of 40 mm and a length of 3600 mm are welded; two horizontal hollow steel pipes 6 are welded on the outer sides of the two ends of the two vertical hollow steel pipes 7; On the equally divided position, from bottom to top are the short steel column 9 with a diameter of 30mm and a square steel block 8 with a side length of 40mm and a cylindrical cavity of 30mm in the middle; the square steel block 8 and the vertical hollow steel pipe 7 are formed as a whole by the production , both ends of the short steel column 9 are welded on the vertical hollow steel pipe 7 . The structure of the second steel pipe frame 2 is basically the same as that of the first steel pipe frame 1 , the only difference is that when the horizontal hollow steel pipe 6 and the vertical hollow steel pipe 7 are welded, the two vertical hollow steel pipes 7 are each offset inward by 40 mm.

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 hollow steel pipe 6 is placed vertically to the length of the beam; the steel hoops 4 are arranged horizontally downward from the square steel block 8 until the steel hoops 4 are completely sheathed on the first steel pipe frame 1 and the second steel pipe frame 2 The effect of changing the support height of the structure is achieved by controlling the angle between the second steel pipe frame 2 and the first steel pipe frame 1; when the angle is changed, the steel bar hoop 4 moves relatively upward or downward.

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 rotating shaft 3 is composed of a solid steel pipe 3-1 with a diameter of 30mm and a length of 300mm and two round steel blocks 3-2 with a groove 3-4 and an outer diameter of 40mm; The two ends of the solid steel pipe 3-1 protrude from the threaded steel 3-3 with a diameter of 10mm and a length of 20mm, and the round steel block 3-2 is connected with two hollow threaded grooves 3-4 correspondingly.

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 steel bar hoop 4 is obtained by deforming a steel bar with a diameter of 8 mm. The two sides of the steel bar are bent into a circular arc steel bar 4-1 with an inner diameter of 40 mm, and the end of the circular arc extends with a length of 30 mm. Straight bars 4-2.

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 base 5 .

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.

Claims (8)

1.一种梁下模板加强支撑架,其特征在于:所述支撑架包括第一钢管架(1)、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,二者交叉设置呈“X”形,交叉处经转动轴(3)活动连接,所述第一钢管架(1)、第二钢管架(2)包括水平空心钢管(6)、竖直空心钢管(7)、正方形钢块(8)和短钢柱(9),所述第一钢管架(1)、第二钢管架(2)分别由两平行等长的竖直空心钢管(7)以及其顶端、底端两根水平空心钢管(6)组成,所述第二钢管架(2)的竖直空心钢管(7)之间距离要比第一钢管架(1)的竖直空心钢管(7)之间距离小两个钢管的外径,在竖直空心钢管(7)上同高度上设有带有贯穿圆柱空洞的正方形钢块(8),第一钢管架(1)、第二钢管架(2)交叉后正方形钢块(8)空洞位置重合,转动轴(3)置于空洞内固定,所述第一钢管架(1)与第二钢管架(2)的底部设有带凹槽的底座(5),所述凹槽与二者的底端水平空心钢管(6)相匹配,所述第一钢管架(1)、第二钢管架(2)的下半部设有钢筋套箍(4),所述第一钢管架(1)、第二钢管架(2)之间横向经钢筋套箍(4)固定。1. An under-beam formwork reinforced support frame, characterized in that: the support frame comprises a first steel pipe frame (1), a second steel pipe frame (2), a rotating shaft (3), a steel bar hoop (4), a base (5), the second steel pipe frame (2) is sleeved inside the first steel pipe frame (1), the two are crossed in an "X" shape, and the intersection is movably connected by the rotating shaft (3), and the first steel pipe frame ( 1) The second steel pipe frame (2) includes a horizontal hollow steel pipe (6), a vertical hollow steel pipe (7), a square steel block (8) and a short steel column (9). The first steel pipe frame (1), The second steel pipe frame (2) is respectively composed of two parallel and equal length vertical hollow steel pipes (7) and two horizontal hollow steel pipes (6) at the top and bottom ends. The distance between the steel pipes (7) is smaller than the distance between the vertical hollow steel pipes (7) of the first steel pipe frame (1) by two outer diameters of the steel pipes. There is a square steel block (8) penetrating the hollow of the cylinder, the first steel pipe frame (1) and the second steel pipe frame (2) intersect after the square steel block (8) has the same position of the hollow, and the rotating shaft (3) is placed in the hollow and fixed. The bottoms of the first steel pipe frame (1) and the second steel pipe frame (2) are provided with bases (5) with grooves, and the grooves are matched with the bottom horizontal hollow steel pipes (6) of the two, so The lower half of the first steel pipe frame (1) and the second steel pipe frame (2) are provided with steel ferrules (4), and the horizontal distance between the first steel pipe frame (1) and the second steel pipe frame (2) Reinforcement ferrules (4) are fixed. 2.根据权利要求1所述的一种梁下模板加强支撑架,其特征在于:所述的转动轴(3)由实心钢管(3-1)和两个带有凹槽(3-4)的圆钢块(3-2)组成,所述实心钢管(3-1)两端伸出螺纹钢(3-3),圆钢块(3-2)上的带螺纹的凹槽(3-4)与之匹配。2. The under-beam formwork reinforced support frame according to claim 1, characterized in that: the rotating shaft (3) is made of a solid steel pipe (3-1) and two grooves (3-4) with grooves (3-4). The round steel block (3-2) consists of the solid steel pipe (3-1) protruding from the threaded steel (3-3) at both ends, and the threaded groove (3-3) on the round steel block (3-2). 4) Match it. 3.根据权利要求1所述的一种梁下模板加强支撑架,其特征在于:所述的钢筋套箍(4)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(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。3 . The under-beam formwork reinforced support frame according to claim 1 , wherein the steel bar hoop ( 4 ) is in the shape of bending inwards in the same direction at both ends of the steel bar, and consists of multiple groups of different lengths. 4 . The steel ferrules (4) are respectively sleeved on the lower half of the first steel pipe frame (1) and the second steel pipe frame (2), and are arranged from bottom to top and from dense to sparse. 4.根据权利要求1所述的一种梁下模板加强支撑架,其特征在于:所述第一钢管架(1)的两根水平空心钢管(6)外直径为40mm、长为300mm,两根竖直空心钢管(7)外直径为40mm、长为3600mm,第二钢管架(2)与第一钢管架(1)构造相同,但两个竖直空心钢管(7)各向内偏移40mm,所述水平空心钢管(6)与竖直空心钢管(7)焊接相连。4. The under-beam formwork reinforced support frame according to claim 1, characterized in that: the outer diameter of the two horizontal hollow steel pipes (6) of the first steel pipe frame (1) is 40mm, the length is 300mm, and the two horizontal hollow steel pipes (6) of the first steel pipe frame (1) A vertical hollow steel pipe (7) has an outer diameter of 40mm and a length of 3600mm. The second steel pipe frame (2) has the same structure as the first steel pipe frame (1), but the two vertical hollow steel pipes (7) are offset inwards. 40mm, the horizontal hollow steel pipe (6) is connected to the vertical hollow steel pipe (7) by welding. 5.根据权利要求4所述的一种梁下模板加强支撑架,其特征在于:所述竖直空心钢管(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)一体成型,短钢柱(9)两端焊接在竖直空心钢管(7)上。5 . The under-beam formwork reinforced support frame according to claim 4 , wherein the vertical hollow steel pipe ( 7 ) has a diameter of 30mm from bottom to top at two positions of three equal lengths. 6 . A short steel column (9) and a square steel block (8) with a side length of 40 mm and a cylindrical cavity of 30 mm in the middle; the square steel block (8) and the vertical hollow steel pipe (7) are integrally formed, and both ends of the short steel column (9) are integrally formed. Welded on the vertical hollow steel pipe (7). 6.根据权利要求2所述的一种梁下模板加强支撑架,其特征在于: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。6. The under-beam formwork reinforced support frame according to claim 2, wherein the rotating shaft (3) is made of a solid steel pipe (3-1) with a diameter of 30mm and a length of 300mm and two belts It is composed of round steel blocks (3-2) with an outer diameter of 40mm and a groove (3-4); the two ends of the solid steel pipe (3-1) protrude from the two ends of the rebar (3-3) with a diameter of 10mm and a length of 20mm. The round steel block (3-2) is connected with two hollow threaded grooves (3-4) correspondingly. 7.根据权利要求3所述的一种梁下模板加强支撑架,其特征在于: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)。7 . The under-beam formwork reinforced support frame according to claim 3 , wherein the steel bar hoop ( 4 ) is obtained by deforming a steel bar with a diameter of 8 mm, and the two sides of the steel bar are bent to an inner diameter. 8 . It is a 40mm arc bar (4-1), and a 30mm length straight bar (4-2) extends from the end of the arc. 8.根据权利要求1所述的一种梁下模板加强支撑架,其特征在于: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)。8. The under-beam formwork reinforced support frame according to claim 1, characterized in that: the base (5) is removed from the center position of the upper surface of the anti-skid material cuboid (5-1) with a thickness of 100mm and a diameter of 40mm, 300mm long semi-cylindrical groove (5-2).
CN201911092818.XA 2019-11-11 2019-11-11 Reinforced support frame for lower beam template Pending CN110847600A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911092818.XA CN110847600A (en) 2019-11-11 2019-11-11 Reinforced support frame for lower beam template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911092818.XA CN110847600A (en) 2019-11-11 2019-11-11 Reinforced support frame for lower beam template

Publications (1)

Publication Number Publication Date
CN110847600A true CN110847600A (en) 2020-02-28

Family

ID=69601073

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201911092818.XA Pending CN110847600A (en) 2019-11-11 2019-11-11 Reinforced support frame for lower beam template

Country Status (1)

Country Link
CN (1) CN110847600A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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

Similar Documents

Publication Publication Date Title
CN106522582A (en) Supporting frame applicable to poured floor
CN207633759U (en) A kind of single-face support mold apparatus
CN206581636U (en) A kind of support frame for being applied to pour build floor
KR102019193B1 (en) Construction method of reinforced soil retaining wall
CN210125849U (en) A simple steel mesh processing bracket
CN111910527A (en) Bailey sheet reinforced supporting structural member, Bailey sheet reinforced structure and bridge
CN110847600A (en) Reinforced support frame for lower beam template
CN103291080A (en) Movable sizing runway for floor slab concrete pouring
CN211691464U (en) Reinforced support frame for lower beam template
CN113216646A (en) Assembling method of pipe truss
CN205660342U (en) Vertical type welding rebar cage is with assisting utensil
CN209780042U (en) Roof beam reinforcement support frame
CN218174205U (en) Adjustable supporting device for multi-size iron-wood plate
CN217476234U (en) Prefabricated box girder web reinforcing bar positioner
CN214834924U (en) Pipe truss assembly jig frame
CN204640508U (en) A kind of reinforcing bar binding mould bases assembly used in the beam prefabricated construction of T
CN206015700U (en) A kind of raft foundation steelframe support
CN108193888A (en) Pile foundation steel bar cage construction moulding bed
CN213359428U (en) Constructional column ligature handling frame
TWM510942U (en) Precasted concrete foundation for upright shape steel post
CN209369334U (en) A kind of large-span concrete stay in place form support device
CN209742385U (en) Simple and easy distributing device of high-rise concrete placement
CN112854482A (en) Nested formula steel column-concrete column connection structure
CN206408528U (en) Precast T-Beam adjustable and portable formula support
CN216379276U (en) Door opening support

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20200228