An assembled mortise and tenon steel joint
The prefabricated mortise and tenon steel joints, connected by mortise and tenon structures and high-strength bolts, solve the problem of on-site welding of beam and column joints in prefabricated rural houses, achieving efficient and reliable connections, and are suitable for rural construction.
Patent Information
- Application Number
- CN202423214119.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-25
- Publication Date
- 2025-11-28
- Estimated Expiration
- 2034-12-25
AI Technical Summary
In the current construction of prefabricated rural houses, the amount of on-site welding at beam-column joints is large, the construction speed is slow, and the welding quality is greatly affected by the environment and the skill level of the workers, resulting in delays in the construction period and unstable quality.
The design employs a mortise and tenon structure, which uses high-strength bolts to achieve a tight fit between the beams and columns by creating corresponding slots in the H-shaped steel beams and the lower steel pipe columns, thus avoiding on-site welding. L-shaped connectors and internal partitions are added to improve installation convenience and joint rigidity.
It improves construction efficiency, ensures connection quality, reduces construction difficulty and cost, avoids safety hazards caused by poor welding quality, and is suitable for prefabricated buildings in rural areas.
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Figure CN223607976U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the technical field of building engineering, specifically relates to a kind of assembly mortise and tenon steel node. BACKGROUND
[0002] As a new building method, prefabricated farmhouses have received more and more attention and development in rural areas in recent years. This building method is not only an innovation of traditional building construction mode, but also an important means to improve rural housing conditions and living environment. The core of prefabricated farmhouse is to transfer a large number of on-site construction operations in traditional building methods to factories, and to transport the components of building produced in factories to the construction site for reliable connection and assembly installation. This method not only improves the quality of the building, but also greatly shortens the construction period and reduces environmental pollution at the construction site.
[0003] However, in the actual construction process, although the beam-column joint basically uses beam flange welding and web bolt connection in most cases at present, this method can ensure the safety and stability of the structure, but it also brings new problems: (1) Large amount of on-site welding: Since part of the key nodes need to be welded on site, it means that a sufficient number of professional welders must be involved. For some remote area projects, it is not easy to find experienced and skilled welders, which may cause delay in the construction period. (2) Slow construction speed: Compared with completely prefabricated components that can be directly hoisted into place and quickly fixed, on-site welding undoubtedly increases additional working time and complexity. Especially in adverse weather conditions, the efficiency of outdoor welding work will be further reduced, thereby affecting the progress of the entire project. (3) Welding quality is greatly affected by environment and worker welding level: Even the most advanced welding equipment cannot completely eliminate the influence of human factors on the quality of the final product. In particular, changes in temperature, humidity and other natural conditions in an open construction site will adversely affect the welding process; at the same time, the difference in technical level between different welders may cause the quality of welding points in the same project to be uneven, thereby affecting the safety performance of the overall structure. SUMMARY
[0004] In view of the above problems in the prior art, the utility model aims to provide a kind of assembly mortise and tenon steel node, no welding in field, all bolt connection, not only can improve construction efficiency, also can ensure connection quality, to solve the problems of large amount of on-site welding, slow construction speed and welding quality being greatly affected by environment and worker welding level in the prior art.
[0005] To solve the above technical problems, the utility model adopts the following technical solutions:
[0006] An assembled mortise and tenon steel joint comprises an upper steel pipe column arranged in a vertical direction, a column bottom plate arranged at the bottom of the upper steel pipe column, and the column bottom plate is fixedly connected with the upper steel pipe column;
[0007] Further comprising a lower steel pipe column, a plurality of H-shaped steel beams are arranged on the lower steel pipe column in a circumferential direction, the H-shaped steel beam has upper and lower flanges parallel to each other in a length direction, and the upper and lower flanges are fixedly connected through a vertically arranged web;
[0008] An opening groove I is arranged on one end of the lower flange close to the lower steel pipe column, the opening groove I is arranged in a width direction of the lower flange and extends from one side edge of the lower flange to the other side edge in the width direction, the length direction of the opening groove I is perpendicular to the length direction of the H-shaped steel beam, and the opening groove I penetrates the upper and lower side walls of the lower flange; an opening groove II is arranged on one end of the upper flange close to the lower steel pipe column, the opening groove II is arranged in a width direction of the upper flange and extends from one side edge of the upper flange to the other side edge in the width direction, the length direction of the opening groove II is perpendicular to the length direction of the H-shaped steel beam, and the opening groove II penetrates the upper and lower side walls of the upper flange; the opening groove I and the opening groove II are arranged one by one in correspondence;
[0009] An opening groove III is arranged on the side wall of the lower steel pipe column and corresponds to the position of the H-shaped steel beam, the opening groove III is arranged one by one in correspondence with the H-shaped steel beam, and the opening groove III extends downward in a vertical direction from the top end of the lower steel pipe column, and the opening groove III penetrates one side wall of the lower steel pipe column; the web of the H-shaped steel beam penetrates the opening groove III on the lower steel pipe column, and at the same time, the column wall of the lower steel pipe column penetrates the opening groove I and the opening groove II on the H-shaped steel beam and is fixedly connected with the column bottom plate on the upper steel pipe column.
[0010] Preferably, one side edge of the column bottom plate extends to form a plurality of connecting portions in a direction away from the column bottom plate, and the connecting portions are arranged one by one in correspondence with the H-shaped steel beam.
[0011] Preferably, a plurality of connecting holes are arranged at the connecting portion and the upper flange of the H-shaped steel beam, the column bottom plate penetrates the connecting holes on the connecting portion and the upper flange through high-strength bolts to fixedly connect the connecting portion and the upper flange of the H-shaped steel beam.
[0012] Preferably, a plurality of connecting pieces are arranged on the outer side of the lower steel pipe column, the connecting pieces are located below the opening groove III of the lower steel pipe column, and the connecting pieces are L-shaped, one end of the connecting pieces is fixedly connected with the lower steel pipe column, and the other end of the connecting pieces is fixedly connected with the lower flange of the H-shaped steel beam.
[0013] Preferably, an inner partition plate is arranged in the lower steel pipe column, the inner partition plate is located below the opening groove III, and the four peripheral edges of the inner partition plate are fixedly connected with the inner wall of the lower steel pipe column.
[0014] Compared with the prior art, the utility model has the advantages of the following:
[0015] 1, the node adopts the mortise and tenon structure principle, through setting up corresponding slot on the upper and lower flange of H shaped steel beam and the side wall of lower steel pipe column, the web of H shaped steel beam can pass through the slot III on the lower steel pipe column, and the column wall of lower steel pipe column can pass through the slot I and slot II on H shaped steel beam at the same time, finally fixedly connected with the column bottom plate on the upper steel pipe column.
[0016] 2, the node, the column bottom plate is fixedly connected with the upper flange of H shaped steel beam through high-strength bolt through the connecting portion, compared with the traditional welding mode, high-strength bolt connection has higher precision and reliability, and the installation process is more simple and fast, and it does not need to depend on the professional skill of welder, thereby effectively reducing the construction difficulty and cost, simultaneously, the utility model also adds a plurality of L shaped connecting pieces and inner partition plates on the outside of lower steel pipe column, and the L shaped connecting piece provides a support platform for the steel beam during installation, and facilitates positioning and installation.
[0017] 3, compared with the traditional beam column bolt welding connection mode, one of the biggest advantages is that welding operation is not needed on site at all, all connections adopt bolt connection, which not only greatly improves the construction efficiency and shortens the construction period, but also avoids the safety hidden danger caused by poor welding quality. BRIEF DESCRIPTION OF DRAWINGS
[0018] Figure 1 It is a structure schematic view of the utility model one kind of fabricated mortise and tenon steel node.
[0019] Figure 2 It is a structure schematic view of the utility model H shaped steel beam and lower steel pipe column after connection.
[0020] Figure 3 It is a structure schematic view of the upper steel pipe column and column bottom plate after connection.
[0021] Figure 4 It is a structure schematic view of H shaped steel beam.
[0022] Figure 5 It is a structure schematic view of lower steel pipe column.
[0023] In the figure: upper steel pipe column 1, column bottom plate 2, lower steel pipe column 3, H-shaped steel beam 4, slot I 5, slot II 6, slot III 7, connecting part 8, connecting hole 9, connecting piece 10, inner partition plate 11. DETAILED DESCRIPTION
[0024] The technical scheme in the utility model embodiment will be clearly and completely described in combination with the drawings in the utility model embodiment. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments. All other embodiments obtained by those skilled in the art based on the utility model belong to the protection scope of the utility model.
[0025] The utility model provides a kind of assembled mortise and tenon steel node, including the upper steel pipe column 1 being set along vertical direction, column bottom plate 2 is equipped in the bottom of upper steel pipe column, and the column bottom plate is fixedly connected with upper steel pipe column.It also includes lower steel pipe column 3, and multiple H-shaped steel beams 4 are distributed in the circumferential direction of lower steel pipe column at intervals, the H-shaped steel beam has upper flange and lower flange mutually parallel in length direction, and the upper flange and lower flange are fixedly connected by vertical web;Slot I 5 is set on the end of lower flange close to lower steel pipe column, and the slot I is set along the width direction of lower flange, and it extends from the one side edge of lower flange along its width direction to the other side edge, the length direction of slot I is perpendicular to the length direction of H-shaped steel beam, and slot I penetrates the upper and lower two side walls of lower flange.The two ends of slot I along its length direction also penetrate the two side edges of lower flange along its width direction.Slot II 6 is set on the end of upper flange close to lower steel pipe column, and the slot II is set along the width direction of upper flange, and it extends from the one side edge of upper flange along its width direction to the other side edge, the length direction of slot II is perpendicular to the length direction of H-shaped steel beam, and slot II penetrates the upper and lower two side walls of upper flange, and simultaneously, the two ends of slot II along its length direction also penetrate the two side edges of upper flange along its width direction.Slot I and slot II are one-to-one correspondingly set;Slot III 7 is set on the side wall of lower steel pipe column and at the position corresponding to H-shaped steel beam, and the slot III is one-to-one correspondingly set with H-shaped steel beam, and slot III extends downward from the top end of lower steel pipe column along vertical direction, and the slot III penetrates one side wall of lower steel pipe column;Web of H-shaped steel beam penetrates slot III on lower steel pipe column, and simultaneously, column wall of lower steel pipe column penetrates slot I and slot II on H-shaped steel beam, and then, it is fixedly connected with column bottom plate on upper steel pipe column, so that one end of H-shaped steel beam is located in the column enclosed by upper and lower steel pipe columns, the connection between H-shaped steel beam and steel pipe column is deepened by using slot I, slot II and slot III, avoids the welding function of a large number of traditional beam-column nodes, and also ensures the close cooperation between components.
[0026] In some embodiments of the utility model, one side edge of the column bottom plate extends in a direction away from the column bottom plate to form a plurality of connecting parts 8, the connecting parts are arranged one by one with the H-shaped steel beam, and the connecting parts facilitate positioning during construction, so that the installation process is simple and convenient to operate.
[0027] In some embodiments of the utility model, a plurality of connecting holes 9 are formed at the connecting part and the upper flange of the H-shaped steel beam, the column bottom plate passes through the connecting holes on the upper flange and the connecting part through high-strength bolts, the connecting part and the upper flange of the H-shaped steel beam are fixedly connected, and the column bottom plate and the upper flange of the H-shaped steel beam are fixedly connected through the connecting part and the high-strength bolts, compared with the traditional welding mode, the high-strength bolt connection has higher precision and reliability, and the installation process is more simple and convenient, and the professional skills of welders are not needed, so that the construction difficulty and cost are effectively reduced.
[0028] In some embodiments of the utility model, a plurality of connecting parts 10 are further arranged on the outer side of the lower steel pipe column, the connecting parts are located below the slot III of the lower steel pipe column, and the connecting parts are L-shaped, one end of the connecting parts is fixedly connected with the lower steel pipe column, and the other end of the connecting parts is fixedly connected with the lower flange of the H-shaped steel beam, the L-shaped connecting part provides a support platform for the steel beam during installation, and facilitates positioning and installation.
[0029] In some embodiments of the utility model, an inner partition plate 11 is further arranged in the lower steel pipe column, the inner partition plate is located below the slot III, and the periphery edge of the inner partition plate is fixedly connected with the inner wall of the lower steel pipe column, the inner partition plate is arranged at the corresponding position of the L-shaped connecting part, has a certain reinforcing effect on the slotted steel pipe column, makes the force transmission of the lower flange of the steel beam continuous, and guarantees the reliability of the node force transmission.
[0030] The utility model is not limited to the above-mentioned embodiments, and the same or similar structures as the above-mentioned embodiments of the utility model are all within the protection scope of the utility model.
[0031] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the utility model and not to limit the technical solutions, and those skilled in the art should understand that those who modify or replace the technical solutions of the utility model without departing from the purpose and scope of the technical solutions should be covered in the claim scope of the utility model.
Claims
1. A fabricated mortise and tenon steel joint, characterized in that, The utility model relates to a steel pipe column structure, including the upper steel pipe column (1) that sets up in vertical direction, is equipped with the column bottom plate (2) in the bottom of upper steel pipe column, and the column bottom plate is fixedly connected with upper steel pipe column; Still include the lower steel pipe column (3), a plurality of H-shaped steel beams (4) are distributed in the circumference interval on the lower steel pipe column, the H-shaped steel beam has the upper flange and lower flange of length direction parallel to each other, and the upper flange and lower flange are fixedly connected through the web that sets up vertically; One open slot I (5) is set up on the end of lower flange near the lower steel pipe column, and the open slot I sets up along the width direction of lower flange, and extends from one side edge of the width direction of lower flange to the other side edge, and the length direction of open slot I is perpendicular to the length direction of H-shaped steel beam, and open slot I penetrates the upper and lower two side walls of lower flange;One open slot II (6) is set up on the end of upper flange near the lower steel pipe column, and the open slot II sets up along the width direction of upper flange, and extends from one side edge of the width direction of upper flange to the other side edge, and the length direction of open slot II is perpendicular to the length direction of H-shaped steel beam, and open slot II penetrates the upper and lower two side walls of upper flange;Open slot I and open slot II are set up one by one; One open slot III (7) is set up on the side wall of lower steel pipe column and corresponds to the position of H-shaped steel beam, and the open slot III is set up one by one with H-shaped steel beam, and the open slot III extends downward along the vertical direction from the top end of lower steel pipe column, and the open slot III penetrates one side wall of lower steel pipe column;The web of H-shaped steel beam passes through the open slot III on the lower steel pipe column, and simultaneously, the column wall of lower steel pipe column passes through the open slot I and open slot II on H-shaped steel beam, and is fixedly connected with the column bottom plate on upper steel pipe column.
2. The assembled steel mortise and tenon joint of claim 1, wherein, One side edge of the column bottom plate extends in the direction away from the column bottom plate and forms a plurality of connecting parts (8), and the connecting part is set up one by one with H-shaped steel beam.
3. The assembled steel mortise and tenon joint of claim 2, wherein, A plurality of connecting holes (9) are set up on the connecting part and the upper flange of H-shaped steel beam, and the column bottom plate passes through the connecting hole on the upper flange and the connecting part simultaneously through high-strength bolt, and the connecting part is fixedly connected with the upper flange of H-shaped steel beam.
4. The assembled steel mortise and tenon joint of claim 1, wherein, A plurality of connecting pieces (10) are further arranged on the outer side of lower steel pipe column, the connecting piece is located below the open slot III of lower steel pipe column, and the connecting piece is L-shaped, one end of the connecting piece is fixedly connected with lower steel pipe column, and the other end of the connecting piece is fixedly connected with the lower flange of H-shaped steel beam.
5. The assembled steel mortise and tenon joint of claim 1, wherein, An inner partition plate (11) is further arranged in the lower steel pipe column, and the inner partition plate is located below the open slot III, and the four peripheral edges of the inner partition plate are fixedly connected with the inner wall of lower steel pipe column.