Inclined plane keel supporting device and formwork
The adjustable-angle inclined keel support device solves the problems of material waste and unstable fixation in the existing technology, realizes stable connection and efficient erection, and ensures uniform load transfer and safety.
Patent Information
- Application Number
- CN202510941613.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-07-09
- Publication Date
- 2025-11-04
AI Technical Summary
The existing method of erecting formwork for inclined components requires the fabrication of triangular wedge-shaped wooden blocks at different angles, which leads to material waste and unstable fixation, posing safety risks. Furthermore, the erection efficiency is low, and it is difficult to ensure uniform load distribution.
An adjustable-angle inclined keel support device is adopted, including a top support, a base and an angle adjustment component. The angle of the top support is adjusted by screws and nuts. Combined with V-shaped support plates and bending plates, a stable connection with the main keel and scaffolding is achieved, reducing the use of triangular wedge timber.
It reduced material costs, improved support stability and safety, simplified the erection process, and ensured uniform load distribution and erection accuracy.
Smart Images

Figure CN120889413A_ABST
Abstract
Description
Technical Field
[0001] This invention belongs to the field of building technology, specifically relating to a sloping keel support device and formwork. Background Technology
[0002] Currently, the formwork erection method used for sloping concrete components such as sloping panels, sloping beams, and sloping stair slabs is a main joist + triangular wedge timber support system. This means that sloping panels, beams, and stair slabs require inclined formwork for erection. The bottom of the formwork is fixedly connected to the secondary joists, and the top of the scaffold is supported by horizontal main joists. The main and secondary joists are connected by triangular wedge timber for transitional support, thus achieving formwork erection. The load transfer path is as follows: the load of the sloping component is transferred through the formwork to the secondary joists, then distributed from the secondary joists to the main joists via the triangular wedge timber, and finally transferred to the ground foundation through the scaffolding upright system. The main joists are mostly made of φ48.3×3.6mm steel pipes, while the secondary joists are generally made of 40×80mm timber or 40×40×2.5mm square steel. The formwork is usually made of 12-14mm thick plywood, and different angles of triangular wedge timber are used for different sloping angles.
[0003] However, the above-mentioned formwork erection method has the following drawbacks: First, different angled triangular wedges need to be made for inclined components of different angles, resulting in a large amount of timber waste and increasing erection costs. Second, the fixation between the triangular wedges and the secondary and main joists is unstable. Under pressure from above, the triangular wedges may slip, posing a safety risk. Third, the triangular wedges need to be placed one-to-one between the secondary and main joists. When there are many secondary joists, a large number of triangular wedges need to be connected, resulting in low formwork erection efficiency and difficulty in ensuring erection accuracy. This may lead to uneven and ineffective force transmission, creating a safety risk. Summary of the Invention
[0004] In view of this, the present invention provides a sloping keel support device and a mold frame, the angle of which is adjustable, reusable, and provides stable support, which helps to reduce costs and improve support stability and operational safety.
[0005] This invention is achieved through the following technical solution:
[0006] A sloping keel support device includes: a top support, a base, and an angle adjustment assembly;
[0007] The top support is used to fix and connect with the keel on the bottom surface of the template;
[0008] One end of the top support is hinged to the base, and the other end is pinned to the top of the angle adjustment component. The other end of the angle adjustment component is connected to the base.
[0009] The length of the part between the top support and the base of the angle adjusting assembly is adjustable, so that the angle of the top support relative to the base is adjustable.
[0010] Further, the top support is a U-shaped plate, and the opening of the U-shaped plate is matched with the keel of the bottom surface of the formwork.
[0011] Further, the adjustable angle of the top support is greater than or equal to 60 degrees.
[0012] Further, the angle adjusting assembly comprises a nut I, a nut II and a screw rod.
[0013] A horizontal plate is arranged on the base, the top end of the screw rod is connected with the top support, the bottom end of the screw rod penetrates through the horizontal plate, the nut I is threadedly connected with the screw rod and is located at the top of the horizontal plate, and the nut II is threadedly connected with the screw rod and is located at the bottom of the horizontal plate.
[0014] Further, the base comprises a support plate I; the support plate I is V-shaped, and the two plates constituting the support plate I are plate I and plate II respectively, the plate I is horizontally placed, and the end of the plate II is hingedly connected with the top support.
[0015] The end of the top support connected with the angle adjusting assembly is downwardly inclined.
[0016] Further, the angle between the plate I and the plate II is 58°-62°.
[0017] Further, the base further comprises a support plate II, the support plate II is the aforementioned horizontal plate, the support plate II is arranged in the opening of the support plate I, and one end of the support plate II is fixedly connected with the middle part of the plate II.
[0018] Further, the base further comprises a support plate II, the support plate II is a bent plate, the support plate II is arranged in the opening of the support plate I, one end of the support plate II is fixedly connected with the middle part of the plate II, and the other end of the support plate II extends horizontally to form the aforementioned horizontal plate and is then downwardly bent to be fixedly connected with the plate I of the support plate I.
[0019] A formwork comprises a keel support device, a formwork, a secondary keel, a main keel and a scaffold;
[0020] The plurality of secondary keels are fixedly connected in parallel along a first direction on the bottom surface of the formwork, and the main keel is fixedly connected in parallel along a second direction on the bottom of the secondary keel.
[0021] The top of the scaffold is provided with a U-shaped support, the inclined keel support device is arranged in the opening of the U-shaped support, and the base of the inclined keel support device is fixedly connected with the U-shaped support; the top support of the inclined keel support device is matched with the main keel and is fixedly connected.
[0022] Further, the opening direction of the transverse two ends of the support plate I is consistent with the opening direction of the transverse two ends of the U-shaped support.
[0023] Advantages:
[0024] (1) The inclined keel supporting device provided by the application can be reused, which is conducive to cost reduction, and the keel supporting device is convenient to fix with the keel, and can improve the supporting stability and operation safety.
[0025] (2) The top support is a U-shaped plate, which is conducive to ensuring the safety of the structure and facilitating the connection between the top support and the keel.
[0026] (3) The angle of the top support can be adjusted to be greater than or equal to 60 degrees, which can be applied to inclined members with different inclined angles.
[0027] (4) The angle is adjusted by using a screw rod and a nut, which is simple in structure and convenient to obtain materials.
[0028] (5) The support plate I is V-shaped, and the end of the top support connected with the angle adjusting assembly is inclined downward, which is conducive to improving the supporting stability of the base.
[0029] (6) The base further comprises a support plate II, which is a bent plate, one end of the support plate II is fixedly connected with the middle part of the plate II, and the other end is horizontally extended to form the aforementioned horizontal plate and then bent downward to be fixedly connected with the plate I of the support plate I, which is conducive to improving the supporting stability of the base.
[0030] (7) The module frame provided by the application only needs to set the keel supporting device between the main keel and the scaffold, which greatly reduces the number of triangular wedge-shaped wooden boards, meets the angle and bearing requirements, saves materials, improves the erection efficiency of the module frame, and ensures the erection accuracy.
[0031] (8) The transverse two-end opening direction of the support plate I of the module frame is consistent with the transverse two-end opening direction of the U-shaped support, so that when sliding occurs, the angle formed by the plate I and the plate II of the support plate I can be in contact with the side plate of the U-shaped support, improving the safety. BRIEF DESCRIPTION OF DRAWINGS
[0032] Figure 1 It is a structure composition diagram of the inclined keel supporting device of the application;
[0033] Figure 2 It is a structure diagram of the top support;
[0034] Figure 3 It is a structure diagram of the angle adjusting assembly;
[0035] Figure 4 It is a structure diagram of the hinge;
[0036] Figure 5 is a structural diagram of the support plate I;
[0037] Figure 6 is a structural diagram of the formwork;
[0038] Figure 7 is a flowchart of the erection and disassembly of the formwork.
[0039] Wherein, 1-top support, 2-hinge, 3-support plate I, 4-nut I, 5-nut II, 6-support plate II, 7-screw rod, 20-formwork, 30-secondary keel, 40-main keel, 50-keel support device, 60-scaffolding. DETAILED DESCRIPTION
[0040] The present application will be described in detail below with reference to the accompanying drawings and examples.
[0041] Example 1:
[0042] This embodiment provides a bevel keel support device, referring to the accompanying drawings, Figure 1 , including a top support 1, a base and an angle adjusting assembly;
[0043] The top support 1 is used for fixed connection with the keel on the bottom surface of the formwork;
[0044] One end of the bottom of the top support 1 is hingedly connected with the base, and the other end is pinned with the top end of the angle adjusting assembly, and the other end of the angle adjusting assembly is connected with the base;
[0045] The length of the part of the angle adjusting assembly between the top support 1 and the base is adjustable, so that the angle of the top support 1 relative to the base is adjustable.
[0046] The bevel keel support device provided in this embodiment can make the top support 1 pitch by adjusting the length of the angle adjusting assembly between the top support 1 and the base, so that the angle of the top support 1 can be adjusted to be suitable for bevel members of different angles, so that the bevel keel support device can be reused, which is conducive to reducing the cost, and the keel support device is convenient to fixedly connect with the keel, which can improve the support stability and operation safety.
[0047] Referring to the accompanying drawings, Figure 1 and 2 The top support 1 is a U-shaped plate, and the opening of the U-shaped plate is matched with the keel on the bottom surface of the formwork.
[0048] Referring to the accompanying drawings, Figure 1 and 3 The angle adjusting assembly includes a nut I 4, a nut II 5 and a screw rod 7;
[0049] A horizontal plate is arranged on the base, the top end of the screw rod 7 is pinned to the top support 1, the bottom end of the screw rod 7 penetrates through the horizontal plate, the nut I 4 is threadedly connected with the screw rod 7 and is located at the top of the horizontal plate, the nut II 5 is threadedly connected with the screw rod 7 and is located at the bottom of the horizontal plate, the length of the screw rod 7 between the top support 1 and the horizontal plate can be adjusted by screwing the nut I 4 and the nut II 5, so as to adjust the angle of the top support 1.
[0050] Referring to the accompanying drawings Figure 1 and 4 , one end of the bottom of the top support 1 is hingedly connected with the base through the hinge 2, the hinge 2 comprises two metal plates and a central shaft, the two metal plates can rotate around the central shaft, one metal plate is fixedly connected with the top support 1, and the other metal plate is fixedly connected with the base, so that the hinge connection of the one end of the bottom of the top support 1 with the base is realized.
[0051] Referring to the accompanying drawings Figure 1 and the accompanying Figure 5 , the base comprises a support plate I 3 and a support plate II 6; the support plate I 3 is V-shaped, the two plates constituting the support plate I 3 are respectively plate I and plate II, the plate I is horizontally placed, and the end of the plate II is hingedly connected with the top support 1; the end of the top support 1 pin-connected with the angle adjusting assembly is downwardly inclined; the arrangement of the V-shaped support plate I 3 is conducive to improving the support stability. The angle between the plate I and the plate II is 58°-62°; the plate I and the plate II can be welded or integrally formed.
[0052] In one embodiment, the support plate II 6 is the aforementioned horizontal plate, the support plate II 6 is arranged in the opening of the support plate I 3 and is fixedly connected with the middle of the plate II at one end;
[0053] In another embodiment, the support plate II 6 is a bent plate, the support plate II 6 is arranged in the opening of the support plate I 3, one end of the support plate II 6 is fixedly connected with the middle of the plate II, and after the other end of the support plate II 6 extends horizontally to form the aforementioned horizontal plate, the support plate II 6 is fixedly connected with the plate I of the support plate I 3 by being downwardly bent, and the support plate II 6 can be a right-angle plate, an obtuse-angle plate, an acute-angle plate or an arc-shaped bent-angle plate.
[0054] In one embodiment, the adjustable angle of the top support 1 is greater than or equal to 60 degrees, which can be applicable to inclined surface components with different inclined surface angles.
[0055] In one embodiment, the inclined surface keel support device adopts steel material, and when the strength, hardness, compression resistance and the like of the steel material itself meet the requirements, the stable connection with the keel and the peripheral components (such as scaffolds) at the bottom can be easily realized.
[0056] In one embodiment, the thickness of the support plate I 3 and the support plate II 6 is 5 mm, and the thickness of the plate of the top support 1 is 5 mm; the fixed connection of the support plate II 6 with the support plate I 3 is welding.
[0057] Embodiment 2:
[0058] The embodiment is based on the embodiment 1, and provides a formwork, referring to the attached Figure 6 , including the keel support device 50, the formwork 20, the secondary keel 30, the main keel 40 and the scaffold 60 in the embodiment 1;
[0059] The plurality of secondary keels 30 are fixedly connected in parallel along the first direction on the bottom surface of the formwork 20, and the main keel 40 is fixedly connected in parallel along the second direction on the bottom of the secondary keel 30;
[0060] The top of the scaffold 60 is provided with a U-shaped bracket, the inclined keel support device 50 is arranged in the opening of the U-shaped bracket, and the base of the inclined keel support device 50 is fixedly connected with the U-shaped bracket; the top bracket 1 of the inclined keel support device 50 cooperates with the main keel 40 and is fixedly connected;
[0061] The formwork provided by the embodiment has a load transmission path, the load of the inclined member is transmitted to the secondary keel 30 through the formwork 20, and then transmitted to the main keel 40 through the secondary keel 30, only the keel support device 50 needs to be arranged between the main keel 40 and the scaffold 60, the number of triangular wedge-shaped wooden boards is greatly reduced, the angle and bearing requirements are met, the material can be saved, the erection efficiency of the formwork is improved, and the erection accuracy can be ensured.
[0062] Further, the opening direction of the two ends of the support plate I 3 in the transverse direction is consistent with the opening direction of the two ends of the U-shaped bracket in the transverse direction, so that when sliding occurs, the angle formed by the support plate I 3 and the support plate II can be in abutment with the side plate of the U-shaped bracket, and the safety is improved.
[0063] Referring to the attached Figure 7 , the design, erection and removal process of the keel support device and the formwork are as follows:
[0064] Technical preparation → BIM technical design → material preparation → keel support device parameter setting → material inspection → material processing → keel support device acceptance → keel support device review → keel support device installation preparation → formwork erection and keel support device installation → concrete pouring → keel support device removal and finished product inspection.
[0065] (1) Technical preparation
[0066] 1) Prepare the system scheme of the project, and deeply understand the engineering drawings and the formwork system scheme before the project construction, and then deeply process the inclined angle component formwork support system in the engineering drawings.
[0067] 2) According to the engineering practice, the building inclined components are arranged, and the total area of the engineering inclined surface is calculated.
[0068] 3) The specific size, raw materials and keel support device processing construction technology of the keel support device should be determined before the project construction.
[0069] 4) Compile the keel support device processing and operation scheme and organize the audit, after the audit is passed, the subsequent construction can be carried out.
[0070] 5) Keel support device processing and installation adopts on-site organization mode, according to the special construction scheme, the scheme technical angle is carried out to the on-site processing and installation personnel, to ensure the construction quality and efficiency.
[0071] (2) BIM technology design
[0072] 1) According to the actual situation of the project, the keel support device is deepened and designed, the keel support device drawing is designed in advance, and the size and thickness of the keel support device are determined.
[0073] 2) The administrator uses CAD software to design the keel support device plan and provide strong support for three-dimensional BIM.
[0074] 3) Use Revit to deepen and parameterize the 1:1 model of the drawing, and conduct a feasibility study on the keel support device drawing and model.
[0075] (3) Material preparation
[0076] 1) According to the determined keel support device model and processing technology, the size and selection of raw materials of the keel support device are determined.
[0077] 2) The keel support device is mainly composed of four components, namely the base, hinge 2, top support 1 and angle adjustment assembly. The main materials are 5mm steel sheet, bolts, nuts, hinge 2, and corresponding welding rods and welding machines and other equipment.
[0078] 3) Purchase the raw materials for the keel support device and the processing machinery, and then perfectly process the keel support device.
[0079] 4) The materials must be inspected and accepted by the technical and material departments before they can be put into storage.
[0080] (4) Keel support device parameter setting
[0081] According to the keel support device model design deepening drawing for processing and installation. The bending angle of support plate I3 is determined to be 60°(60°±2°), and the whole is made of 5mm steel sheet material. The length of hinge 2 is 100mm, and it is welded and fixed with top support 1 and support plate I3. Top support 1 is made of 5mm steel sheet material. The angle adjustment assembly uses adjustable bolt M10 and nut I4 and nut II5 with specifications M10×1.5 to fix, and adjusts the angle within the range through the tightness of the nut, so as to achieve the function of adjustable angle.
[0082] (5) Material inspection
[0083] 1) Before processing, the material must be accepted for its eligibility, from appearance detection, thickness measurement, qualification certificate, product report, etc. The steel must be externally inspected and sampled for review to check for external defects found during transportation and to prevent model confusion. Those with serious external defects should be picked out.
[0084] 2) The quality of the welding rod should be checked first, then the chemical composition, mechanical properties, welding performance, etc. should be checked to see if they meet the national standards or factory requirements. When checking the chemical composition and mechanical properties of the welding rod, first weld a weld with the welding rod, then measure the chemical composition and mechanical properties of the weld. The chemical composition and mechanical properties of the weld metal of the qualified welding rod should meet the requirements specified in the specification.
[0085] 3) The steel should meet the requirements of the current national standard GB / T700 "Carbon Structural Steel" and GB / T1591-2018 "Low Alloy High Strength Structural Steel".
[0086] (6) Material processing
[0087] According to the construction progress and the division of the flow section, the construction plan and the keel support device processing plan are developed. After the management personnel brief the welders on the technical points of welding construction, the components are processed and welded into shape to ensure stable and firm performance. The overall stability, compression resistance and strength are tested using a booster.
[0088] (7) Keel support device acceptance
[0089] After the welder completes the first set of keel support device processing, the management personnel conduct process inspection on the finished keel support device. The inspection includes the size and thickness of the V-shaped steel sheet, the size and position of the adjustable bolt and nut, the size and length of the rotating bearing, and the angle deviation, weld quality and aesthetics of the keel support device according to the processing drawings and specifications. The keel support device meets the expected setting, angle and weld requirements to be qualified.
[0090] (8) Keel support device review
[0091] 1) The structure stress of the inclined keel support device should be calculated before construction, and the structure stress should be reviewed by the design institute.
[0092] 2) Prepare the keel support device construction scheme for stress calculation and review, and organize expert demonstration. After the expert demonstration is passed, the construction can be organized.
[0093] (9) Preparation work before installation of keel support device
[0094] Before construction, the principle of sample first is adopted. Before formal construction, organize technical personnel, project management personnel and construction workers to study deepening drawing and construction simulation, and compare with on-site construction to find out risk points that may occur problems, and grasp key points, focus and provide solutions. Through sample first learning improvement and improvement of construction management level. After sample construction is approved by construction party, supervision and project department, large area construction can be carried out.
[0095] (10) Formwork erection and keel support device installation
[0096] 1) The sample frame is positioned by setting out, and the corresponding materials and equipment are prepared. The construction personnel should wear safety helmets and other protective articles, and the safety belt should be tied when the sample frame is erected.
[0097] 2) The foundation bearing capacity can meet the requirements of full-frame erection. The bottom of the vertical rod of the scaffold 60 needs to be padded with a wooden board or use a bottom support, and longitudinal and transverse direction sweeping rods are arranged.
[0098] 3) The vertical rod is erected according to the requirements of the sample frame scheme, and a new type of keel support device is installed at the upper part of each vertical rod.
[0099] 4) After the vertical rod is erected, the main keel 40 and the secondary keel 30 of the sample frame and the keel support device are installed, and the corresponding horizontal rods, inclined rods, scissors and protective nets are arranged.
[0100] 5) The upper formwork is assembled, and the angle deviation of the inclined surface component is ensured when the formwork is erected.
[0101] 6) After the sample frame is erected, the keel support device is checked and reinforced again to ensure that the keel support device is fully returned and the entire sample frame system is reinforced and stabilized to ensure the safety and stability coefficient of the sample frame.
[0102] (11) Concrete pouring
[0103] 1) After the sample frame erection work is ready, concrete pouring is carried out. During the pouring process of the inclined surface concrete component, the stability of the keel support device and the support system are checked in time to ensure the safety and stability of the sample frame.
[0104] 2) During the concrete pouring process, the vibration is in place to ensure the reliable forming quality.
[0105] 3) During the concrete pouring process, the foreman and the supervisor are present, and if an emergency occurs, it is handled in time.
[0106] (12) Keel support device removal and finished product inspection
[0107] 1) After the concrete strength of the inclined surface component reaches the requirement, the keel support device is removed and the sample frame support system is removed.
[0108] 2) The dismantling of the scaffold 60 should be carried out in stages, first remove the top scaffold 60, and then remove it layer by layer downward. During the dismantling process, attention should be paid to the stability of the structure of the scaffold 60, and prevent the scaffold 60 from shaking or overturning.
[0109] 3) During the dismantling process, support measures should be taken to ensure the stability of the scaffold 60.
[0110] 4) After the scaffold 60 is dismantled, the keel support device is dismantled and collected and placed in a suitable position, and the keel support device is used next time.
[0111] 5) The administrator checks the quality of the finished product component concrete after completion, and ensures that the concrete crack and flatness meet the quality acceptance standard.
[0112] 6) For the quality problems and defects, timely treatment measures are taken for repair.
[0113] It should be noted that the mold in the figure is the keel support device, and the frame body is the mold frame.
[0114] In summary, the above is only a preferred embodiment of the present application, and is not used to limit the protection scope of the present application. Any modification, equivalent replacement, improvement, etc. within the spirit and principles of the present application should be included in the protection scope of the present application.
Claims
1. A sloping keel support device, characterized in that, include: Top support, base, and angle adjustment assembly; The top support is used to fix and connect with the keel on the bottom surface of the template; One end of the top support is hinged to the base, and the other end is pinned to the top of the angle adjustment component. The other end of the angle adjustment component is connected to the base. The length of the angle adjustment component located between the top support and the base is adjustable, allowing the angle of the top support relative to the base to be adjusted.
2. The inclined keel support device as described in claim 1, characterized in that, The top support is a U-shaped plate, and the opening of the U-shaped plate matches the keel on the bottom surface of the template.
3. The inclined keel support device as described in claim 1, characterized in that, The adjustable angle of the top support is greater than or equal to 60 degrees.
4. The inclined keel support device as described in any one of claims 1-3, characterized in that, The angle adjustment assembly includes nut I, nut II, and screw; A horizontal plate is installed on the base. The top end of the screw is pinned to the top support, and the bottom end of the screw passes through the horizontal plate. Nut I is threaded to the screw and is located at the top of the horizontal plate; Nut II is threaded to the screw and is located at the bottom of the horizontal plate.
5. The inclined keel support device as described in claim 4, characterized in that, The base includes a support plate I; the support plate I is V-shaped, and the two plates that make up the support plate I are plate I and plate II, respectively. Plate I is placed horizontally, and the end of plate II is hinged to the top support. The top support is pinned to the angle adjustment component at one end, which is tilted downwards.
6. The inclined keel support device as described in claim 5, characterized in that, The angle between plate I and plate II is 58° to 62°.
7. The inclined keel support device as described in claim 5, characterized in that, The base also includes a support plate II, which is the aforementioned horizontal plate. The support plate II is located inside the opening of the support plate I, and one end is fixedly connected to the middle of the plate II.
8. The inclined keel support device as described in claim 5, characterized in that, The base also includes a support plate II, which is a bent plate. The support plate II is set inside the opening of the support plate I. One end of the support plate II is fixedly connected to the middle of the plate II, and the other end extends horizontally to form the aforementioned horizontal plate, and then bends downward to be fixedly connected to the plate I of the support plate I.
9. A mold frame, based on the inclined keel support device according to any one of claims 5-8, characterized in that, Includes keel support devices, formwork, secondary keels, main keels, and scaffolding; Several secondary keels are fixedly connected side-by-side to the bottom surface of the template along the first direction, and the main keel is fixedly connected side-by-side to the bottom of the secondary keels along the second direction; The top of the scaffolding is equipped with a U-shaped bracket, and the inclined keel support device is set in the opening of the U-shaped bracket. The base of the inclined keel support device is fixedly connected to the U-shaped bracket. The top support of the inclined keel support device cooperates with the main keel and is fixedly connected.
10. A mold frame as described in claim 9, characterized in that, The horizontal openings at both ends of the support plate I are in the same direction as the horizontal openings at both ends of the U-shaped bracket.
Citation Information
Patent Citations
Multifunctional U-type jacking
CN203022333U
Holding surface adjustable inclination pushes up support
CN206545379U
Support frame with hold in palm on slant top
CN208586899U
Angle-adjustable support jacking
CN210288117U
Angle-adjustable support jacking used for supporting concrete formwork
CN214462533U