Adjustable steel-concrete composite floor bottom die supporting device
The adjustable steel-concrete composite floor slab support device addresses inefficiencies in traditional formwork systems by providing adaptable, material-efficient support for diverse structural configurations, enhancing construction efficiency and cost-effectiveness.
Patent Information
- Application Number
- CN202420637463.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-03-29
- Publication Date
- 2025-01-03
- Estimated Expiration
- 2034-03-29
AI Technical Summary
Existing floor slab formwork support systems in China are inefficient, requiring long construction periods and excessive steel consumption, particularly in high-clearance structures, and are difficult to adapt to varying structural heights.
An adjustable steel-concrete composite floor slab bottom formwork support device with length- and height-adjustable components, including vertical columns, horizontal square tube supports, and clamping plates that allow for flexible assembly and disassembly, reducing the need for traditional scaffolding and optimizing material use.
The device enables efficient construction by minimizing steel usage, adapting to various span and height requirements, and facilitating rapid installation and disassembly, thus reducing construction time and costs.
Smart Images
Figure CN222295666U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of building construction, in particular to an adjustable steel-concrete combined floor slab bottom formwork supporting device. Background Art
[0002] At present, my country is the world's largest construction market, and most of the new buildings are still high-energy-consuming buildings, and the proportion of building energy consumption continues to rise. At present, my country's economy and society are developing in the direction of low-carbon economy and green environmental protection. In the statistics of building energy consumption, the loss of exterior walls is relatively large, so it is of great significance to optimize construction technology and reduce building energy consumption.
[0003] At present, the temporary support system for floor slab formwork in my country is mainly a full-floor scaffolding system. This support system has a long construction period, consumes a large amount of steel, and is more difficult to construct when encountering high-clearance structures. Utility Model Content
[0004] The utility model aims to address the deficiencies of the prior art and provides an adjustable steel-concrete composite floor bottom formwork support device, comprising two parallel vertical columns, a transverse square tube support is arranged between the two vertical columns, the length of the transverse square tube support can be adjusted so that the distance between the two vertical columns can be adjusted, and clamps are arranged on the two vertical columns, the clamps can move up and down on the surface of the vertical columns, the clamps are used to fix the lower flange plate of the frame steel beam, and the upper flange plate of the frame steel beam is fixedly connected to the floor bottom formwork.
[0005] Preferably, the horizontal square tube support includes a horizontal inner rod and a horizontal outer rod, one end of the horizontal inner rod and the horizontal outer rod are respectively fixedly connected to the vertical column, and the other end of the horizontal inner rod can be inserted into the horizontal outer rod so that the overlapping area of the horizontal inner rod and the horizontal outer rod becomes larger or smaller.
[0006] Preferably, the clamping plate includes a sleeve, an ear plate and a positioning pin. The sleeve is sleeved on the outside of the vertical column. A pin hole is opened on the sleeve. The vertical column is opened with a plurality of fixing holes in the vertical direction. The sleeve is fixed at different heights of the vertical column by inserting the positioning pin into the pin hole and the fixing holes at different heights. The ear plate is arranged on the outside of the sleeve, and there are two ear plates. The lower flange plate of the frame steel beam is clamped between the two ear plates and fixed by fastening screws.
[0007] Preferably, the upper flange plate of the steel frame beam is fixedly connected to the floor bottom formwork by fastening screws.
[0008] Preferably, the horizontal inner rod, the horizontal outer rod and the vertical column are connected and fixed by fixing screws.
[0009] Compared with the prior art, the beneficial effects of the utility model are as follows: the horizontal square tube support of the utility model adopts a length-adjustable design, which is suitable for floor decking support systems of various spans. The support system adopts a splint fixing design, which can eliminate the lower support frame system and save a large amount of steel. At the same time, the splint adopts a height-adjustable design, so that the length of the steel frame beam is adjustable. Steel frame beams of different lengths are used to adapt to floor steel beams of various heights. This system is fixed on the structural steel beam and can be suitable for various floor clearance heights. BRIEF DESCRIPTION OF THE DRAWINGS
[0010] The accompanying drawings are used to provide a further understanding of the present invention and constitute a part of the specification. Together with the embodiments of the present invention, they are used to explain the present invention and do not constitute a limitation of the present invention. In the accompanying drawings:
[0011] Figure 1 This is a structural elevation view of the device of the utility model;
[0012] Figure 2 This is a three-dimensional diagram of the vertical column connection of the utility model;
[0013] Figure 3 It is a schematic diagram of the installation arrangement of the utility model.
[0014] In the figure: 1. clamping plate, 2. vertical column, 3. horizontal inner rod, 4. horizontal outer rod, 5. positioning pin, 6. fixing screw, 7. fastening screw. DETAILED DESCRIPTION
[0015] The technical solution of the utility model is described in detail below with reference to the accompanying drawings, but the protection scope of the utility model is not limited to the embodiments.
[0016] Reference Figures 1 to 3The utility model discloses an adjustable steel-concrete composite floor bottom formwork support device, comprising two parallel vertical columns 2, a horizontal square tube support is arranged between the two vertical columns 2, the length of the horizontal square tube support can be adjusted, so that the distance between the two vertical columns 2 can be adjusted, and a clamping plate 1 is arranged on the two vertical columns 2, and the clamping plate 1 can move up and down on the surface of the vertical column 2. The clamping plate 1 is used to fix the lower flange plate of the frame steel beam, and the upper flange plate of the frame steel beam is fixedly connected to the floor bottom formwork by a fastening screw 7. In the utility model, the length of the horizontal square tube support is adjustable so that the distance between the two vertical columns 2 can be adjusted. The distance between the two columns is adjustable, so the horizontal distance between the steel frame beams on the two columns is adjustable, so that when the steel frame beams support the floor bottom formwork, more or fewer steel frame beams can be selected according to actual conditions, as long as the required supporting strength is reached, it is suitable for floor decking support systems of various spans. In addition, a clamping plate 1 that moves up and down is arranged on the vertical column 2. The position of the clamping plate 1 is variable, so that the clamping plate 1 can clamp steel frame beams of different heights at different positions, so that the steel frame beam is suitable for floor steel beams of various heights. At the same time, the clamping plate 1 is fixedly designed, so that the lower support frame system can be cancelled, saving a lot of steel.
[0017] The horizontal square tube support in the utility model includes a horizontal inner rod 3 and a horizontal outer rod 4, one end of the horizontal inner rod 3 and the horizontal outer rod 4 are respectively fixedly connected to the vertical column 2, and the other end of the horizontal inner rod 3 can be inserted into the horizontal outer rod 4 so that the overlapping area of the horizontal inner rod 3 and the horizontal outer rod 4 becomes larger or smaller, and the horizontal inner rod 3, the horizontal outer rod 4 and the vertical column 2 are connected and fixed by fixing screws 6. When the horizontal square tube support of the utility model is assembled, the horizontal inner rod 3 is first installed and fixed to the top side of one vertical column 2 by fixing screws 6, and then the horizontal outer rod 4 is installed and fixed to the top side of another vertical column 2 by fixing screws 6. The horizontal outer rod 4 is hollow, so that the horizontal inner rod 3 can be inserted into the horizontal outer rod 4 to complete the length adjustment of the horizontal square tube support. Therefore, the horizontal distance of the steel frame beams located on the two vertical columns 2 is adjustable, so that when the steel frame beams support the floor bottom formwork, more or fewer steel frame beams can be selected according to actual conditions.
[0018] In the utility model, the clamping plate 1 includes a sleeve, an ear plate and a positioning pin 5. The sleeve is sleeved on the outside of the vertical column 2. A pin hole is opened on the sleeve. The vertical column 2 is opened with a plurality of fixing holes in the vertical direction. The sleeve is fixed to different heights of the vertical column 2 by inserting the positioning pin 5 into the pin hole and the fixing holes at different heights. The ear plate is arranged on the outside of the sleeve, and there are two of them. The lower flange plate of the frame steel beam is clamped between the two ear plates and fixed by fastening screws 7. In this technical solution, the sleeve is first inserted from the bottom of the vertical column 2 to the surface of the vertical column 2, and a steel frame beam of the required height is selected according to the height of the floor steel beam, and the sleeve is moved up or down to the specified position, so that the lower flange plate and the ear plate of the steel frame beam, and the upper flange plate of the steel frame beam and the floor bottom mold can be fixed by fastening screws 7. At this time, the installation of the steel frame beam is completed.
[0019] The splint 1 of the utility model is made of high-strength steel plate, the vertical column 2 is made of Q355B low-alloy steel pipe, the horizontal square tube support is made of Q355B low-alloy steel pipe, and the fastening screws and pins are made of 45# quenched and tempered steel. The utility model is used as the main supporting rod to replace the traditional scaffolding support, which can greatly save technical materials, save costs, reduce support weight, and facilitate installation and disassembly.
[0020] As above, although the utility model has been shown and described with reference to a specific preferred embodiment, it should not be interpreted as limiting the utility model itself. Various changes can be made to it in form and detail without departing from the spirit and scope of the utility model defined in the attached claims.
Claims
1. An adjustable steel-concrete composite floor bottom formwork support device, characterized in that: It includes two vertical columns arranged in parallel, a horizontal square tube support is arranged between the two vertical columns, the length of the horizontal square tube support can be adjusted so that the distance between the two vertical columns can be adjusted, and a clamping plate is arranged on the two vertical columns, and the clamping plate can move up and down on the surface of the vertical columns. The clamping plate is used to fix the lower flange plate of the frame steel beam, and the upper flange plate of the frame steel beam is fixedly connected to the bottom formwork of the floor slab.
2. The adjustable steel-concrete composite floor bottom formwork support device according to claim 1 is characterized in that: The horizontal square tube support includes a horizontal inner rod and a horizontal outer rod. One end of the horizontal inner rod and the horizontal outer rod are respectively fixedly connected to the vertical column, and the other end of the horizontal inner rod can be inserted into the horizontal outer rod so that the overlapping area of the horizontal inner rod and the horizontal outer rod becomes larger or smaller.
3. The adjustable steel-concrete composite floor bottom formwork support device according to claim 2 is characterized in that: The clamping plate includes a sleeve, an ear plate and a positioning pin. The sleeve is sleeved on the outside of the vertical column. A pin hole is opened on the sleeve. The vertical column is opened with a plurality of fixing holes in the vertical direction. The sleeve is fixed at different heights of the vertical column by inserting the positioning pins into the pin holes and the fixing holes at different heights. The ear plates are arranged on the outside of the sleeve, and there are two of them. The lower flange plate of the frame steel beam is clamped between the two ear plates and fixed by fastening screws.
4. The adjustable steel-concrete composite floor bottom formwork support device according to claim 3 is characterized in that: The upper flange plate of the frame steel beam is fixedly connected to the floor bottom formwork via fastening screws.
5. The adjustable steel-concrete composite floor bottom formwork support device according to claim 4 is characterized in that: The horizontal inner rod, the horizontal outer rod and the vertical column are connected and fixed by fixing screws.