CN216840669U - Square pipe support supporting device for controlling thickness of concrete slab by suspension method - Google Patents

Square pipe support supporting device for controlling thickness of concrete slab by suspension method Download PDF

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Publication number
CN216840669U
CN216840669U CN202123292700.7U CN202123292700U CN216840669U CN 216840669 U CN216840669 U CN 216840669U CN 202123292700 U CN202123292700 U CN 202123292700U CN 216840669 U CN216840669 U CN 216840669U
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China
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frame
square pipe
thickness
rectangular
supporting device
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CN202123292700.7U
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Chinese (zh)
Inventor
闵全建
熊运飞
薛保立
谢帮华
胡百凤
樊景珉
刘凯
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Construction Land Construction Co ltd
Nanchang Institute of Technology
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Construction Land Construction Co ltd
Nanchang Institute of Technology
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Abstract

The utility model discloses a square pipe support supporting device for controlling the thickness of a concrete slab by a suspension method, which is arranged on a reinforcing steel bar frame on a floor template after binding is finished, the square pipe support supporting device comprises a square pipe frame, the square pipe frame comprises a rectangular frame and a plurality of pairs of supporting legs vertically arranged on the lower end surface of the rectangular frame, the rectangular frame is horizontally arranged on the upper end surface of the reinforcing steel bar frame after binding is finished, the tail ends of the supporting legs pass through the reinforcing steel bar frame and are arranged on the upper end surface of the floor template, and the height of the square pipe frame is equal to the thickness of the concrete slab to be poured; the negative ribs arranged on the floor templates and the cross points of the square pipe frames are all bound firmly point by iron wires, and the negative ribs face the bottom of the rectangular frame tightly. The utility model discloses can the negative muscle protective layer thickness of effective control panel, can control the board thickness again simultaneously, square pipe frame can have enough to meet the need the use, practices thrift the reinforcing bar, has not only guaranteed engineering quality, has also gained better economic benefits moreover.

Description

一种悬挂法控制砼板厚度的方管架支撑装置A square tube frame support device for controlling the thickness of concrete slabs by hanging method

技术领域technical field

本实用新型涉及建筑设备技术领域,特别是一种悬挂法控制砼板厚度的方管架支撑装置。The utility model relates to the technical field of construction equipment, in particular to a square pipe frame supporting device for controlling the thickness of a concrete slab by a suspension method.

背景技术Background technique

在钢筋混凝土楼板的施工中,为了使楼板负筋位于设计位置,通常采用加工和支垫钢筋马凳的办法,但由于钢筋马凳尺寸较小、支撑面小、加工尺寸不准确、人员踩踏等原因,非常容易使板的负弯矩筋变形、塌陷到板底,在浇注混凝土后很难保证负弯矩筋位置的准确,容易造成板负筋保护层厚度失控引起的结构板开裂、渗漏、承载力下降等工程质量通病,也难以通过实体检验中的保护层厚度检测,而且架设马凳的方法还要消耗大量钢筋。In the construction of reinforced concrete floor, in order to make the negative reinforcement of the floor at the design position, the method of processing and supporting the reinforced horse bench is usually used. The reason is that it is very easy to deform and collapse the negative bending moment bars of the slab to the bottom of the slab, and it is difficult to ensure the accurate position of the negative bending moment bars after pouring concrete, and it is easy to cause structural slab cracking and leakage caused by the loss of control of the thickness of the negative reinforcement protective layer of the slab. It is also difficult to pass the thickness detection of the protective layer in the physical inspection, and the method of erecting the horse stool also consumes a lot of steel bars.

发明内容SUMMARY OF THE INVENTION

本实用新型的目的是要解决现有技术中存在的不足,提供一种悬挂法控制砼板厚度的方管架支撑装置。The purpose of the utility model is to solve the deficiencies existing in the prior art, and to provide a square pipe frame supporting device for controlling the thickness of the concrete slab by a suspension method.

为达到上述目的,本实用新型是按照以下技术方案实施的:To achieve the above object, the utility model is implemented according to the following technical solutions:

一种悬挂法控制砼板厚度的方管架支撑装置,安装在楼层模板上的绑扎完成的钢筋架上,所述方管架支撑装置包括方管架,所述方管架包括矩形框和垂直设置在矩形框下端面的若干对支撑脚,所述矩形框水平放置于绑扎完成的钢筋架上端面,支撑脚末端穿过钢筋架设置于楼层模板上端面,所述方管架的高度等于待浇筑砼板的的厚度;楼层模板上设置的板负筋与方管架交叉点均用铁丝逐点绑扎牢固,板负筋面紧贴矩形框底部。A square tube frame support device for controlling the thickness of concrete slabs by a suspension method is installed on a tie-up steel frame on a floor formwork, the square tube frame support device includes a square tube frame, and the square tube frame includes a rectangular frame and a vertical Several pairs of supporting feet are arranged on the lower end face of the rectangular frame. The rectangular frame is placed horizontally on the upper end face of the reinforced steel frame that has been bound. The thickness of the poured concrete slab; the intersections of the slab negative reinforcement and the square pipe frame set on the floor formwork are firmly tied point by point with iron wires, and the slab negative reinforcement surface is close to the bottom of the rectangular frame.

进一步地,所述矩形框包括两根长度相同的长方管和若干拉杆,所述长方管平行布置,长方管的两端头及中间用拉杆焊接,拉杆与长方管相互垂直。Further, the rectangular frame includes two rectangular tubes of the same length and a plurality of tie rods, the rectangular tubes are arranged in parallel, the ends and the middle of the rectangular tubes are welded with tie rods, and the tie rods and the rectangular tubes are perpendicular to each other.

优选地,所述两根长方管之间的间距为350-450mm,拉杆之间的间距为350-450mm。Preferably, the distance between the two rectangular tubes is 350-450mm, and the distance between the tie rods is 350-450mm.

优选地,每对支撑脚对称设置在两根长方管的下端面,相邻两对支撑脚之间的的间距为350-450mm。Preferably, each pair of supporting feet is symmetrically arranged on the lower end surfaces of the two rectangular tubes, and the distance between two adjacent pairs of supporting feet is 350-450 mm.

优选地,所述拉杆为短方管或φ12以上钢筋。Preferably, the tie rod is a short square tube or a steel bar above φ12.

优选地,所述支撑脚采用φ12或φ14的钢筋制成。Preferably, the supporting feet are made of φ12 or φ14 steel bars.

与现有技术相比,本实用新型具有以下有益效果:Compared with the prior art, the utility model has the following beneficial effects:

1、本实用新型使用的方管架构造简单,取材容易,加工量较小,节省成本。1. The square pipe frame used in the present invention has a simple structure, is easy to obtain materials, has a small processing volume, and saves costs.

2、根据板厚度加工制作成相应高度的方管架,能够反复周转使用,安装方便快捷。2. According to the thickness of the plate, it can be processed into a square tube frame with a corresponding height, which can be used repeatedly and is convenient and quick to install.

3、方管架可以同时兼做操作人员行走时的落脚处,避免直接踩踏钢筋。3. The square tube frame can also be used as a footing place for the operator when walking, so as to avoid stepping on the steel bar directly.

4、便于控制楼板厚度,避免楼板厚度不足或超厚现象。4. It is convenient to control the thickness of the floor slab and avoid the phenomenon of insufficient or over-thickness of the floor slab.

5、采用本实用新型施工的楼板部位节省了大量钢筋马凳,有较好的经济效益。5. A large number of steel bar stools are saved in the floor part constructed by the utility model, which has good economic benefits.

6、对于同一楼层平面施工段多的工程,可以加工制作二分之一左右的数量在流水作业中进行平面周转,然后再进行不同楼层间的周转。6. For projects with many construction sections on the same floor, about one-half of the quantity can be processed and produced in the flow operation for plane turnover, and then the turnover between different floors.

附图说明Description of drawings

图1为本实用新型的结构示意图。Figure 1 is a schematic structural diagram of the utility model.

图2为本实用新型的俯视图。FIG. 2 is a top view of the utility model.

图3为本实用新型的主视图。FIG. 3 is a front view of the utility model.

图4为本实用新型的使用状态图。FIG. 4 is a state diagram of the utility model in use.

具体实施方式Detailed ways

为使本实用新型的目的、技术方案及优点更加清楚明白,以下结合附图和实施例,对本实用新型进行进一步的详细说明。此处所描述的具体实施例仅用于解释本实用新型,并不用于限定实用新型。In order to make the purpose, technical solutions and advantages of the present utility model clearer, the present utility model will be further described in detail below with reference to the accompanying drawings and embodiments. The specific embodiments described herein are only used to explain the present invention, and are not used to limit the present invention.

如图1-图4所示,本实施例提供了一种悬挂法控制砼板厚度的方管架支撑装置,安装在楼层模板上的绑扎完成的钢筋架上,所述方管架支撑装置包括方管架1,所述方管架1包括矩形框2和垂直设置在矩形框2下端面的若干对支撑脚3,支撑脚3采用φ12或φ14的钢筋制成;所述矩形框2水平放置于绑扎完成的钢筋架上端面,支撑脚3末端穿过钢筋架设置于楼层模板上端面,所述方管架1的高度等于待浇筑砼板的的厚度;楼层模板上设置的板负筋4与方管架1交叉点均用铁丝逐点绑扎牢固,板负筋4面紧贴矩形框2底部。As shown in Figures 1-4, the present embodiment provides a square pipe frame support device for controlling the thickness of concrete slabs by a suspension method, which is installed on the tie-up steel reinforcement frame on the floor formwork. The square pipe frame support device includes: A square tube frame 1, the square tube frame 1 includes a rectangular frame 2 and several pairs of supporting feet 3 vertically arranged on the lower end face of the rectangular frame 2, the supporting legs 3 are made of φ12 or φ14 steel bars; the rectangular frame 2 is placed horizontally On the upper end face of the reinforced steel frame that has been bound, the ends of the supporting feet 3 pass through the reinforced frame and are arranged on the upper end face of the floor formwork, and the height of the square pipe frame 1 is equal to the thickness of the concrete slab to be poured; The intersections with the square tube frame 1 are firmly tied point by point with iron wires, and the 4 sides of the negative ribs of the plate are close to the bottom of the rectangular frame 2.

请参阅图1-图3,所述矩形框2包括两根长度相同的长方管201和若干拉杆202,所述长方管201平行布置,长方管的两端头及中间用拉杆202焊接,拉杆202与长方管201相互垂直,拉杆202可以为短方管或φ12以上钢筋,两根长方管201之间的间距为350-450mm,拉杆202之间的间距为350-450mm;每对支撑脚3对称设置在两根长方管201的下端面,相邻两对支撑脚3之间的间距为350-450mm。Please refer to FIG. 1 to FIG. 3 , the rectangular frame 2 includes two rectangular tubes 201 with the same length and a plurality of tie rods 202 , the rectangular tubes 201 are arranged in parallel, and the two ends and the middle of the rectangular tube are welded with tie rods 202 , the tie rod 202 and the rectangular tube 201 are perpendicular to each other, the tie rod 202 can be a short square tube or a steel bar above φ12, the spacing between the two rectangular tubes 201 is 350-450mm, and the spacing between the tie rods 202 is 350-450mm; The supporting feet 3 are symmetrically arranged on the lower end surfaces of the two rectangular tubes 201 , and the distance between two adjacent pairs of supporting feet 3 is 350-450 mm.

参照图4所述,本实施例的悬挂法控制砼板厚度的方管架支撑装置适用于标准层(或楼层)多、楼板厚度不大(150以内)、钢筋直径较小的钢筋混凝土楼板,尤其适合在多层和高层住宅楼主体结构施工中使用,以便进行更多次数的周转,周转次数越多,效益越明显。具体使用方法如下:Referring to FIG. 4 , the square pipe frame supporting device for controlling the thickness of the concrete slab by the suspension method of this embodiment is suitable for the reinforced concrete floor slab with many standard floors (or floors), the floor slab thickness is not large (within 150 mm), and the steel bar diameter is small, It is especially suitable for use in the construction of the main structure of multi-storey and high-rise residential buildings, so as to carry out more turnovers. The more turnovers, the more obvious the benefits. The specific usage is as follows:

1、在楼面板钢筋绑扎完成后,按板厚要求布设相应高度的方管架1,要求方管架1布设顺直,方管架1内边距支座边350mm左右;1. After the reinforcement of the floor slab is bound, the square pipe frame 1 of the corresponding height shall be laid out according to the plate thickness requirements.

2、所有板负筋4与方管架1交叉点均用22#铁丝逐点绑扎牢固,板负筋4面必须紧贴方管底;2. The intersections of all plate negative ribs 4 and square tube frame 1 are firmly tied point by point with 22# iron wire, and the 4 sides of the plate negative ribs must be close to the bottom of the square tube;

3、对于采用泵送砼的项目,整个施工段必须全部布完架体,并将板负筋4全部绑在方管架1上,方能组织钢筋隐蔽验收;3. For the project using pumped concrete, the frame body must be completely laid out in the entire construction section, and the plate negative reinforcement 4 must be tied to the square pipe frame 1, so that the hidden acceptance of the reinforcement can be organized;

4、方管架1应在砼振捣密实平整后初凝前方能拆除。顺序为:振动棒振捣――平方管面找平砼――平板振动器振捣(要求砼面平方管面)――用用25以上钢筋打成一头扁平的铁铲铲断负筋与架体结扎点铁丝――清除铁丝――清除方管架1――方管架1部位补砼;作业人员施工时应尽量不踩踏板负筋,可踩方管架1上,便于施工。4. The square pipe frame 1 should be removed before the initial setting after the concrete is vibrated, compacted and leveled. The order is: vibrating with a vibrating rod - leveling the concrete with a square tube surface - vibrating with a flat plate vibrator (requires a square tube surface on the concrete surface) - shoveling the negative reinforcement and the frame with a flat iron shovel made of 25 or more steel bars The iron wire at the ligation point—removing the iron wire—removing the square pipe frame 1—replenishing the concrete at part 1 of the square pipe frame; the operator should try not to step on the negative reinforcement on the pedal during construction, and can step on the square pipe frame 1, which is convenient for construction.

本实用新型的技术方案不限于上述具体实施例的限制,凡是根据本实用新型的技术方案做出的技术变形,均落入本实用新型的保护范围之内。The technical solutions of the present invention are not limited to the limitations of the above-mentioned specific embodiments, and all technical deformations made according to the technical solutions of the present invention fall within the protection scope of the present invention.

Claims (6)

1. The utility model provides a square pipe support strutting arrangement of suspension control concrete slabs thickness, installs on the reinforcing bar frame that the ligature on the floor template was accomplished, its characterized in that: the square pipe frame supporting device comprises a square pipe frame, the square pipe frame comprises a rectangular frame and a plurality of pairs of supporting legs vertically arranged on the lower end face of the rectangular frame, the rectangular frame is horizontally placed on the upper end face of the bound reinforcing steel bar frame, the tail ends of the supporting legs penetrate through the reinforcing steel bar frame and are arranged on the upper end face of the floor formwork, and the height of the square pipe frame is equal to the thickness of a concrete plate to be poured; the plate negative ribs arranged on the floor template and the cross points of the square pipe frame are firmly bound point by iron wires, and the plate negative rib surfaces are tightly attached to the bottom of the rectangular frame.
2. The square pipe frame supporting device for controlling the thickness of a concrete slab by a suspension method according to claim 1, wherein: the rectangular frame comprises two rectangular pipes with the same length and a plurality of pull rods, the rectangular pipes are arranged in parallel, the two ends of each rectangular pipe are welded with the middle of each rectangular pipe through the pull rods, and the pull rods are perpendicular to the rectangular pipes.
3. The square pipe frame supporting device for controlling the thickness of a concrete slab by a suspension method according to claim 2, wherein: the distance between the two long square tubes is 350-450mm, and the distance between the pull rods is 350-450 mm.
4. The square pipe frame supporting device for controlling the thickness of a concrete slab by a suspension method according to claim 3, wherein: each pair of supporting legs is symmetrically arranged on the lower end surfaces of the two long square tubes, and the distance between every two adjacent pairs of supporting legs is 350-450 mm.
5. The square pipe frame supporting device for controlling the thickness of a concrete slab by a suspension method according to claim 2, wherein: the pull rod is a short square tube or a steel bar with the diameter of more than 12 mm.
6. The square pipe frame supporting device for controlling the thickness of a concrete slab by a suspension method according to claim 2, wherein: the supporting legs are made of phi 12 or phi 14 steel bars.
CN202123292700.7U 2021-12-25 2021-12-25 Square pipe support supporting device for controlling thickness of concrete slab by suspension method Expired - Fee Related CN216840669U (en)

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Application Number Priority Date Filing Date Title
CN202123292700.7U CN216840669U (en) 2021-12-25 2021-12-25 Square pipe support supporting device for controlling thickness of concrete slab by suspension method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202123292700.7U CN216840669U (en) 2021-12-25 2021-12-25 Square pipe support supporting device for controlling thickness of concrete slab by suspension method

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Publication Number Publication Date
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Granted publication date: 20220628