Steel-concrete combined integrated floor tower mast

By using a steel-concrete composite integrated floor tower mast structure, and employing a combination design of scaffolding, semi-cylindrical plates, and connecting plates, the problems of large concrete counterweight foundation usage and high cost of modular steel foundations are solved, achieving tower mast stability and convenient installation, and reducing construction costs and time.

CN224107009UActive Publication Date: 2026-04-10SHANGHAI GUODONG NETWORK COMM CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-03-07
Publication Date
2026-04-10

AI Technical Summary

Technical Problem

Existing tower companies use a large amount of concrete counterweight foundations, have long curing times, and have high prices for modular steel foundations, resulting in long construction cycles and high costs.

Method used

The steel-concrete composite integrated floor tower mast structure adopts a combination design of scaffolding, semi-cylindrical plates, connecting plates and support rods, and uses fixing bolts and adjusting sleeves to achieve stable installation of the tower mast, reducing concrete usage and shortening curing time.

Benefits of technology

This approach achieves stability and ease of installation for the tower and mast structure, reduces concrete usage, shortens curing time, and improves construction efficiency and economy.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the related technical field of tower mast structures, in particular to a reinforced concrete combined integrated floor tower mast which comprises a holding pole, the bottom end of the holding pole is connected with a first bottom plate, the first bottom plate is installed in the center of the top end of a base plate, and two first semi-cylindrical plates are installed on the upper portion of the holding pole in a combined mode. The outer wall of the first semi-cylindrical plate is rotationally connected with the top end of a first supporting rod through a first connecting plate, the bottom end of the first supporting rod is connected with a second bottom plate through a second connecting plate, and the second bottom plate is installed on the side portion of the top end of the base plate; the outer walls of the two sides of the adjusting sleeve are rotationally connected with the top ends of second supporting rods through third connecting plates, the bottom ends of the second supporting rods are rotationally connected with third bottom plates, the third bottom plates are installed at the top ends of the base plates, the first supporting rods and the second supporting rods are matched to reinforce the derrick, the stabilizing effect of the whole derrick is improved, and the whole tower mast is simple in structure and convenient to use. The concrete dosage can be reduced, and the use effect is better.
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Description

TECHNICAL FIELD

[0001] The utility model relates to tower mast structure related technical field, concretely is a steel mixed combination integrated floor tower mast. BACKGROUND

[0002] Now, each operator has entered the large-scale construction stage of floor micro station, and the micro station construction is characterized by miniaturization, repetition and rapid construction, so the standardized prefabricated foundation can play an important role.

[0003] At present, the floor holding pole of the tower company is mainly based on counterweight foundation and anchor bolt foundation. Among them, the counterweight type foundation is widely used because it does not damage the floor waterproof and reduces the probability of blocking work. The counterweight foundation has the problems of large amount of concrete, inability to form overall stiffness and long maintenance period. The tower company is increasingly under the delivery pressure of operators, so the tower company pays great attention to the delivery progress. The concrete counterweight foundation needs to be maintained on site, and the construction operation cycle is long. At the same time, the single station accounting mode of the tower company has higher requirements for the cost of single station, so the modular pure steel foundation cannot be used on a large scale because of its high price. Therefore, the technical personnel in the field propose a steel mixed combination integrated floor tower mast to solve the problems raised in the above background. UTILITY MODEL CONTENTS

[0004] The utility model aims at providing a steel mixed combination integrated floor tower mast to solve the problems raised in the above background.

[0005] To achieve the above purpose, the utility model provides the following technical scheme:

[0006] A steel mixed combination integrated floor tower mast, comprising a holding pole, the bottom end of the holding pole is connected with a first bottom plate, the first bottom plate is installed at the top end center of a base plate, the upper part of the holding pole is combined with two first semicircular cylinder plates, the outer wall of the first semicircular cylinder plate is connected with a first connecting plate, the end of the first connecting plate is rotatably connected with the top end of a first supporting rod, the bottom end of the first supporting rod is rotatably connected with one end of a second connecting plate, the other end of the second connecting plate is connected with the top end of a second bottom plate, the second bottom plate is installed at the top end side of the base plate, an adjusting sleeve is sleeved on the first supporting rod, the two side outer walls of the adjusting sleeve are connected with third connecting plates, one end of the third connecting plate is rotatably connected with the top end of a second supporting rod, the bottom end of the second supporting rod is rotatably connected with the top end of a sixth connecting plate, the bottom end of the sixth connecting plate is rotatably connected with the top end of a third bottom plate, and the third bottom plate is installed at the top end of the base plate.

[0007] As a further scheme of the utility model: fourth connecting plates are installed on the side outer walls of the adjusting sleeve close to the derrick, one end of the fourth connecting plate is connected with the third supporting rod, two second semicircular column plates are combinedly installed on the lower part of the derrick, fifth connecting plates are installed on the outer walls of the second semicircular column plates, and the other end of the third supporting rod is rotationally connected with the fifth connecting plate.

[0008] As a further scheme of the utility model: the two ends of the first semicircular column plate and the two ends of the second semicircular column plate are connected with combination plates, mounting holes are arranged on the combination plates, and the combination plates can be connected and fixed through combination bolts.

[0009] As a further scheme of the utility model: the first bottom plate is installed on the base plate through a plurality of first fixing bolts, the second bottom plate is installed on the base plate through a plurality of second fixing bolts, and the third bottom plate is installed on the base plate through a plurality of third fixing bolts.

[0010] As a further scheme of the utility model: the first bottom plate and the two second bottom plates are arranged on the same straight line, and the two third bottom plates on the two sides of the adjusting sleeve are arranged on the two sides of the connecting line of the first bottom plate and the second bottom plate.

[0011] The utility model has the advantages that: the tower mast structure installs the derrick on the base plate through the first bottom plate, fixes the top of the first supporting rod on the upper part of the derrick through the first semicircular column plate, installs the bottom of the first supporting rod on the base plate through the second bottom plate, and the adjusting sleeve is sleeved on the first supporting rod, the two sides of the adjusting sleeve are rotationally connected with the second supporting rod, and the bottom end of the second supporting rod is installed on the base plate through the third bottom plate, the derrick is fixed through the first supporting rod, the first supporting rod is fixed through the second supporting rod, the third supporting rod is additionally installed between the first supporting rod and the derrick to further improve the stability effect of the derrick, the overall tower mast structure is simple and convenient to install, the amount of concrete is low, the maintenance time is short, and the utility model has stronger practicality. BRIEF DESCRIPTION OF DRAWINGS

[0012] Figure 1 It is the overall structure front view of the utility model embodiment.

[0013] Figure 2 It is the first semicircular column plate in the utility model embodiment.

[0014] Figure 3 It is Figure 1 The A part in the enlarged schematic view.

[0015] In the figure: 1, base plate; 2, holding pole; 3, first bottom plate; 4, first half-cylinder plate; 5, combined plate; 6, combined bolt; 7, mounting hole; 8, second half-cylinder plate; 9, first connecting plate; 10, first supporting pole; 11, second bottom plate; 12, second connecting plate; 13, first fixing bolt; 14, second fixing bolt; 15, adjusting sleeve; 16, third connecting plate; 17, second supporting pole; 18, fourth connecting plate; 19, third supporting pole; 20, fifth connecting plate; 21, sixth connecting plate; 22, third bottom plate; 23, third fixing bolt. DETAILED DESCRIPTION

[0016] It should be noted that the embodiments in the present application and the features in the embodiments can be combined with each other without conflict.

[0017] In the description of the present application, it should be understood that the orientation or position relationship indicated by the terms "center", "longitudinal", "transverse", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer" and the like is based on the orientation or position relationship shown in the drawings, and is only for the convenience of describing the present application and simplifying the description, and therefore cannot be understood as indicating or implying that the devices or elements indicated must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as a limitation on the present application. In addition, the terms "first", "second" and the like are only for descriptive purposes and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the technical features indicated. Therefore, the features limited by "first", "second" and the like can explicitly or implicitly include one or more of the features. In the description of the present application, unless otherwise specified, the meaning of "a plurality of" is two or more.

[0018] In the description of the present application, it should be noted that, unless otherwise specified and limited, the terms "mounting", "connection", "connection" should be understood broadly, for example, it can be fixedly connected, or it can be detachably connected, or integrally connected; it can be mechanically connected, or it can be electrically connected; it can be directly connected, or it can be indirectly connected through an intermediate medium, or it can be the communication between two elements. For ordinary skilled in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.

[0019] The technical solutions of the present application will be further described in detail below in combination with the specific embodiments.

[0020] Embodiment one: please refer to Figures 1 to 3The utility model provides a steel -concrete combined integrated floor tower mast, including the pole 2, the bottom of pole 2 is connected with first bottom plate 3, first bottom plate 3 is installed in the top end center of base plate 1, the upper portion of pole 2 is combinedly installed with two first half cylinder plate 4, the outer wall of first half cylinder plate 4 is connected with first connecting plate 9, and the end of first connecting plate 9 is rotatably connected with the top end of first support rod 10, the bottom end of first support rod 10 is rotatably connected with one end of second connecting plate 12, the other end of second connecting plate 12 is connected with the top end of second bottom plate 11, and second bottom plate 11 is installed in the top end side portion of base plate 1, the adjusting sleeve 15 is sleeved on first support rod 10, the both sides outer wall of adjusting sleeve 15 is connected with third connecting plate 16, and one end of third connecting plate 16 is rotatably connected with the top end of second support rod 17, the bottom end of second support rod 17 is rotatably connected with the top end of sixth connecting plate 21, the bottom end of sixth connecting plate 21 is rotatably connected with the top end of third bottom plate 22, and third bottom plate 22 is installed in the top end of base plate 1.

[0021] Please refer to Figures 1 to 3 The side outer wall of adjusting sleeve 15 close to pole 2 is installed with fourth connecting plate 18, fourth connecting plate 18 is connected with one end of third support rod 19, the lower portion of pole 2 is combinedly installed with two second half cylinder plate 8, the outer wall of second half cylinder plate 8 is installed with fifth connecting plate 20, and the other end of third support rod 19 is rotatably connected with fifth connecting plate 20, and the both ends of first half cylinder plate 4 and the both ends of second half cylinder plate 8 are connected with combination plate 5, and combination plate 5 is provided with mounting hole 7, and combination plate 5 can be connected and fixed through combination bolt 6, and the inner circumferential dimension of first half cylinder plate 4 and second half cylinder plate 8 is consistent.

[0022] Example two: refer to Figures 1 to 3 On the basis of example one, first bottom plate 3 is installed on base plate 1 through a plurality of first fixed bolts 13, second bottom plate 11 is installed on base plate 1 through a plurality of second fixed bolts 14, and third bottom plate 22 is installed on base plate 1 through a plurality of third fixed bolts 23.

[0023] Please refer to Figure 1 First bottom plate 3 and two second bottom plate 11 are arranged on the same straight line, and two third bottom plate 22 of one adjusting sleeve 15 are arranged on the two sides of the connecting line of first bottom plate 3 and second bottom plate 11.

[0024] Working principle: In use, the first base plate 3 is installed onto the base plate 1 by the first fixing bolt 13, the two first semi-cylindrical plates 4 are assembled and installed onto the upper part of the support rod 2 by the combination plate 5, the position of the first support rod 10 is adjusted, the second base plate 11 is installed onto the base plate 1 by the second fixing bolt 14, the position of the adjusting sleeve 15 and the third support rod 19 is adjusted, the two second semi-cylindrical plates 8 are assembled and installed onto the lower part of the support rod 2 by the combination plate 5, the position of the second support rod 17 is adjusted, and the third base plate 22 is installed onto the base plate 1 by the third fixing bolt 23.

[0025] It will be apparent to those skilled in the art that this invention is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or essential characteristics of this invention. Therefore, the embodiments should be considered illustrative and non-limiting in all respects, and the scope of this invention is defined by the appended claims rather than the foregoing description. Thus, it is intended that all variations falling within the meaning and scope of equivalents of the claims be included within this invention. No reference numerals in the claims should be construed as limiting the scope of the claims.

[0026] Furthermore, it should be understood that although this specification describes embodiments, not every embodiment contains only one independent technical solution. This narrative style is merely for clarity. Those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.

Claims

1. A steel-concrete composite integrated floor tower, comprising a guyed mast, characterized in that, The bottom end of the support rod is connected to a first base plate, which is installed at the center of the top of the substrate. Two first semi-cylindrical plates are assembled and installed on the upper part of the support rod. A first connecting plate is connected to the outer wall of the first semi-cylindrical plate. The end of the first connecting plate is rotatably connected to the top of the first support rod. The bottom end of the first support rod is rotatably connected to one end of the second connecting plate. The other end of the second connecting plate is connected to the top of the second base plate. The second base plate is installed on the top side of the substrate. An adjusting sleeve is fitted on the first support rod. A third connecting plate is connected to both outer walls of the adjusting sleeve. One end of the third connecting plate is rotatably connected to the top of the second support rod. The bottom end of the second support rod is rotatably connected to the top of the sixth connecting plate. The bottom end of the sixth connecting plate is rotatably connected to the top of the third base plate. The third base plate is installed on the top of the substrate.

2. A steel-concrete composite integrated floor tower according to claim 1, characterized in that, A fourth connecting plate is installed on the outer wall of the adjusting sleeve near the support rod. The fourth connecting plate is connected to one end of the third support rod. Two second semi-cylindrical plates are assembled on the lower part of the support rod. A fifth connecting plate is installed on the outer wall of the second semi-cylindrical plates. The other end of the third support rod is rotatably connected to the fifth connecting plate.

3. A steel-concrete composite integrated floor-tower according to claim 2, characterized in that, Both ends of the first semi-cylindrical plate and both ends of the second semi-cylindrical plate are connected to a combination plate. The combination plate is provided with mounting holes, and the combination plates can be connected and fixed by combination bolts.

4. The steel-concrete composite integrated floor tower according to claim 1, characterized in that, The first base plate is mounted on the substrate by a plurality of first fixing bolts, the second base plate is mounted on the substrate by a plurality of second fixing bolts, and the third base plate is mounted on the substrate by a plurality of third fixing bolts.

5. A steel-concrete composite integrated floor-tower according to claim 4, characterized in that, The first base plate and the two second base plates are arranged on the same straight line, and the two third base plates on both sides of the adjusting sleeve are respectively arranged on both sides of the connecting line between the first base plate and the second base plate.