Frame column steel pipe mortise and tenon joint high-performance material grouting connection structure and building

Abstract

The utility model discloses a frame column steel pipe mortise and tenon joint high-performance material grouting connection structure and a building, and relates to the technical field of building assembly structures. The frame column steel pipe mortise and tenon joint high-performance material grouting connecting structure comprises a first pipe sleeve connected with a first stand column and a second pipe sleeve connected with a second stand column, a first transverse plate is arranged in the first pipe sleeve, a second transverse plate is arranged in the second pipe sleeve, and a connecting inlay is arranged between the first transverse plate and the second transverse plate. The connecting inlay is surrounded by the first pipe sleeve and the second pipe sleeve. The fabricated building adopts a frame column steel pipe mortise and tenon joint high-performance material grouting connection structure. According to the frame column steel pipe mortise and tenon joint high-performance material grouting connecting structure and the building, connection between the first stand column and the second stand column is achieved through the first pipe sleeve, the second pipe sleeve and the connecting inlay, traditional steel bar binding connection is replaced, and the beneficial effects that steel bar connection is replaced, installation is convenient and rapid, and template supporting is omitted are achieved.

Description

TECHNICAL FIELD

[0001] The utility model relates to building assembly structure technical field, concretely relates to a kind of frame column steel pipe mortise sleeve connection high-performance material grouting connection structure and building. BACKGROUND

[0002] Fabricated steel structure system refers to the unit or component of the building part specification according to unified standard is made, then is transported to construction site and is assembled in position and the building generated, the characteristics of the fabricated building are light building quality, energy-saving and environment-friendly construction speed, high industrialization degree etc..With the development of society, the application of fabricated building is more and more widely, therefore, the demand of a kind of fabricated column is increasing day by day.

[0003] The fabricated column structure in prior art is generally poured and fixed to the ground when assembling, the upper column is transported to the upper of the lower column by crane, is fixed by formwork first, then the lower extending steel of the bottom end of the upper column and the upper extending steel of the top end of the lower column are bound by wire, finally the two columns are fixed and connected by adhesive material (such as concrete).In the connection process, the construction efficiency is low, not only the wire needs to be bound, but also the formwork needs to be fixed, and the formwork needs to be removed after the adhesive material is solidified, which greatly affects the construction progress.

[0004] Therefore, the prior art needs to be improved. CONTENT OF UTILITY MODEL

[0005] The technical problem to be solved by the utility model is the low construction efficiency of column connection in prior art, and the purpose is to provide a kind of frame column steel pipe mortise sleeve connection high-performance material grouting connection structure and building, which has the beneficial effects of replacing steel connection, convenient and rapid installation and saving formwork support by using corresponding technical means.

[0006] The utility model realizes by the following technical scheme:

[0007] In the first aspect, the utility model provides a kind of frame column steel pipe mortise sleeve connection high-performance material grouting connection structure, it includes and the connection of column one pipe sleeve one, and the connection of column two pipe sleeve two, the inside of pipe sleeve one is provided with horizontal plate one, the inside of pipe sleeve two is provided with horizontal plate two, connection inlay is arranged between horizontal plate one and horizontal plate two, and the connection inlay is surrounded by pipe sleeve one, pipe sleeve two.

[0008] Further, in the utility model, the pipe sleeve one and the pipe sleeve two are provided with toothed surface one in contact with grouting respectively.

[0009] Further, in the utility model, the pipe sleeve two is provided with grouting inlet on the lower side and grouting outlet on the upper side.

[0010] Further, in the utility model, the tooth surface one is provided with high performance grouting, the high performance grouting is filled from the grout inlet, and flows out from the grout outlet, and the high performance grouting is configured as high performance concrete or high strength epoxy resin glue above C60.

[0011] Further, in the utility model, the pipe sleeve one is connected with the longitudinal reinforcement one of the stand column one, and the pipe sleeve two is connected with the longitudinal reinforcement two of the stand column two.

[0012] Further, in the utility model, the pipe sleeve two is externally provided with a reinforcing ring.

[0013] Further, in the utility model, the side wall of the pipe sleeve two is provided with a crossbeam connecting double plate, the upper flange of the crossbeam connecting double plate is aligned with the reinforcing ring elevation, and the lower flange of the crossbeam connecting double plate is aligned with the cross plate two elevation.

[0014] Further, in the utility model, the upper flange of the crossbeam connecting double plate is provided with a fixed tension bolt.

[0015] Further, in the utility model, the pipe sleeve one is sleeved on the outside of the connecting inlay, the connecting inlay is formed in the pipe sleeve one before installation, and the pipe sleeve two is sleeved on the outside of the pipe sleeve one.

[0016] Further, in the utility model, the top of the connecting inlay is inserted into the pipe sleeve one, and the bottom of the connecting inlay is inserted into the pipe sleeve two.

[0017] In the second aspect, the utility model also provides a building, which comprises the frame column steel pipe mortise and tenon sleeve connection high performance material grouting connection structure.

[0018] Compared with the prior art, the utility model has the following advantages and beneficial effects:

[0019] The frame column steel pipe mortise and tenon sleeve connection high performance material grouting connection structure and the building use the pipe sleeve one, the pipe sleeve two and the connecting inlay to realize the connection between the stand column one and the stand column two, the pipe sleeve one and the pipe sleeve two are pre-buried on the stand column one and the stand column two respectively, the connecting inlay is placed in the pipe sleeve two during installation, then the stand column one is lifted, the pipe sleeve one is aligned with the pipe sleeve two and is lowered, and the pipe sleeve one also surrounds the connecting inlay after the lowering and assembly. At this time, the pipe sleeve one, the pipe sleeve two and the connecting inlay are bidirectionally sleeved and connected in a high performance grouting mode, replace the traditional steel bar binding, can avoid the situation that the stand column one collapses, do not need to use a supporting formwork, save the material cost and the labor cost of the supporting formwork, also save the formwork erecting and dismantling process, installation is more convenient and rapid, and the construction efficiency is improved. BRIEF DESCRIPTION OF DRAWINGS

[0020] The accompanying drawings, which are included to provide a further understanding of the embodiments of the present application and are incorporated in and constitute a part of this application, illustrate embodiments of the present application and together with the description serve to explain the principles of the present application. In the drawings:

[0021] Figure 1 It is a schematic diagram of the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure of the present embodiment 1;

[0022] Figure 2 It is a schematic diagram of the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure of the present embodiment 2;

[0023] Figure 3 It is a schematic diagram of the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure of the present embodiment 3; Figure 2 It is an enlarged schematic diagram of the position A in the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure of the present embodiment 3;

[0024] Figure 4 It is a schematic diagram of the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure of the present embodiment 4;

[0025] Figure 5 It is a schematic diagram of the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure of the present embodiment 5;

[0026] Figure 6 It is a schematic diagram of the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure of the present embodiment 5; Figure 5 It is an enlarged schematic diagram of the position B in the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure of the present embodiment 5;

[0027] Figure 7 It is a schematic diagram of the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure of the present embodiment 5;

[0028] Figure 8 It is a schematic diagram of another frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure of the present embodiment 5.

[0029] Markings in the drawings and corresponding names of parts: 1-tube sleeve one, 101-horizontal plate one, 2-tube sleeve two, 201-horizontal plate two, 202-strengthening ring, 203-grouting outlet, 204-grouting inlet, 3-stand column one, 301-longitudinal reinforcement one, 4-stand column two, 401-longitudinal reinforcement two, 5-connection inlay, 6-toothed surface one, 7-toothed surface two, 8-cross beam connection double plate. DETAILED DESCRIPTION

[0030] In order to make the purpose, technical scheme and advantages of the utility model more clearly, the utility model is further described in detail below in combination with examples and drawings, the schematic implementation mode of the utility model and its description are only used to explain the utility model, and do not serve as the limitation of the utility model.The following detailed description of the examples of the utility model provided in the drawings is not intended to limit the scope of the claimed utility model, but only represents selected examples of the utility model.Based on the examples in the utility model, all other examples obtained by those skilled in the art without creative labor belong to the scope of the utility model protection.

[0031] It should be noted that: similar signs and letters represent similar items in the following drawings, therefore, once an item is defined in one drawing, it does not need to be further defined and explained in subsequent drawings.In the description of the examples of the utility model, it also needs to be explained that, unless otherwise explicitly specified and limited, if the terms "arrange", "install", "connect" appear, they should be understood broadly, for example, can be fixedly connected, can be detachably connected, or integrally connected, can be mechanically connected, can be electrically connected, can be directly connected, or indirectly connected through an intermediate medium, can be the communication inside two elements.For those skilled in the art, the specific meaning of the above terms in the utility model can be understood according to the specific circumstances.

[0032] Example 1

[0033] This example 1 provides a frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure, as shown in Figure 1 The specific structure is described as follows.

[0034] Referring to Figure 1 The frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure in the example mainly consists of three parts of sleeve one 1, sleeve two 2 and connecting inlay 5, which is used for the connection and fixation of stand column one 3 and stand column two 4.

[0035] Further, the material of sleeve one 1 and sleeve two 2 can be selected from Q355B grade steel, and the shape of sleeve one 1 and sleeve two 2 can be welded into a square tube shape by four steel plates, or directly cut into a round tube form by using a profile steel pipe.Combined with Figure 1 The top end of sleeve one 1 extends into the inside of stand column one 3 and is fixed, and longitudinal reinforcement one 301 is installed in the inside of stand column one 3, and the lower end of longitudinal reinforcement one 301 and the inner wall of sleeve one 1 are welded and fixed, so as to enhance the stability of the connection between sleeve one 1 and stand column one 3.

[0036] Combined with Figure 1As shown, a transverse plate 101 is installed inside the sleeve 1, and the top surface of the transverse plate 101 is connected to the bottom surface of the column 3. For example, the transverse plate 101 is provided with a pouring hole, and concrete is poured onto the surface of the transverse plate 101 when the column 3 is prefabricated.

[0037] In some embodiments of the present embodiment, the sleeve 2 is connected to the column 4 by a connection insert 5. Figure 1 As shown, the sleeve 2 is sleeved on the top of the column 4, and a transverse plate 201 is fixedly installed inside the sleeve 2, and the bottom surface of the transverse plate 201 is connected to the top surface of the column 4. For example, the transverse plate 201 is provided with a pouring hole, and concrete is poured onto the surface of the transverse plate 201 when the column 4 is prefabricated. The sleeve 2 is also fixedly installed with a lower transverse plate 201 on the lower side of the transverse plate 201, and the longitudinal reinforcement 401 inside the column 4 passes through the hole of the lower transverse plate 201 and is welded and fixed to the inner wall of the sleeve 2, thereby ensuring the stability of the connection between the sleeve 2 and the column 4.

[0038] In some embodiments of the present embodiment, the sleeve 2 is connected to the column 4 by a connection insert 5. Figure 1 As shown, the connection insert 5 can be a prefabricated concrete block, and the surface of the concrete block is provided with a steel sleeve to facilitate the molding of the concrete block during prefabrication. During installation, the lower half of the connection insert 5 is placed in the sleeve 2, and the upper half of the connection insert 5 protrudes from the top of the sleeve 2. Then, the column 3 is lifted, the sleeve 1 is aligned with the sleeve 2, and the sleeve 1 is installed by lowering the sleeve 1 to surround the upper half of the connection insert 5. At this time, as shown. Figure 1 After installation, a gap is left between the top end of the sleeve 2 and the bottom end of the sleeve 1. Grouting is performed through the gap, and high-performance materials such as high-grade concrete (C60 and above) or high-strength epoxy resin grout are injected to fill the gap between the sleeve 1, the sleeve 2, and the connection insert 5. After the grout solidifies, the sleeve 1, the sleeve 2, and the connection insert 5 are firmly fixed, and a protective layer is also formed on the outside of the sleeve 1 and the sleeve 2 by the molding mold, thereby meeting the force transmission requirements of the column 3 and the column 4 at the connection.

[0039] A beam connecting plate 8 is installed on the right side wall of the sleeve 1 and the sleeve 2, and the beam connecting plate 8 is made of an I-beam and can be connected to the sleeve 1 and the sleeve 2 by welding or bolting. The two transverse plates 201 correspond to the top connection position and the bottom connection position of the beam connecting plate 8, respectively, and have higher connection stiffness, thereby preventing the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure from being deformed. Compared with the traditional reinforced concrete column, which needs to be punched and fixed, the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure does not damage the original column strength and has better connection effect.

[0040] It should be noted that, in addition to the sleeve 2 being connected to the column 4 by the connection insert 5, Figure 1The crossbeam connecting plate 8 can be installed in other directions as well.

[0041] Example 2

[0042] The frame column steel pipe tenon and mortise joint high-performance material grouting connection structure of this embodiment is a further optimization based on embodiment 1, and the specific structure is described below.

[0043] Combination Figure 2 and Figure 3 As shown, in order to increase the connection strength after grouting solidification, a toothed surface 6 is provided on the inner and outer walls of the pipe sleeve 1, a toothed surface 6 is provided on the inner and outer walls of the pipe sleeve 2, and a toothed surface 7 is provided on the side wall of the connecting insert 5.

[0044] It should be noted that both the first and second mating surfaces are formed by equidistantly installed trapezoidal rings. Furthermore, the first mating surface 6 on the inner side of the first sleeve 1 and the second sleeve 2, and the second mating surface 7 of the connecting insert 5, are misaligned, resulting in a more robust connection after the grout has solidified. Alternatively, the first and second mating surfaces 6 and 7 can be arranged with several protrusions and recesses, and can take various forms, including but not limited to long strips, discontinuous lines, dotted arrays, or quincunx arrangements.

[0045] Example 3

[0046] The frame column steel pipe tenon and mortise joint high-performance material grouting connection structure of this embodiment is a further optimization based on embodiment 1, and the specific structure is described below.

[0047] Combination Figure 4 As shown, in order to ensure smooth grouting, grouting holes are also opened on pipe sleeve 1 and pipe sleeve 2.

[0048] Example 4

[0049] Combination Figure 5 and Figure 6 As shown, this embodiment illustrates the mortise and tenon joint connection structure of the frame column steel pipe with high-performance material grouting. The structure uses a method of mutual insertion between pipe sleeve 1 and pipe sleeve 2. The specific structure is described below.

[0050] In this embodiment, combined with Figure 5 As shown, the size of sleeve 1 is larger than that of the connecting insert 5. Therefore, the connecting insert 5 can be directly cast into sleeve 1 before installation 1. The size of sleeve 2 is larger than that of sleeve 1. Therefore, during installation, the connecting insert 5 is inserted into the inside of sleeve 1, and sleeve 1 is inserted into the inside of sleeve 2, achieving connection and fixation through plugging.

[0051] Combination Figure 5 and Figure 6As shown, the toothed surface one 6 is installed on the outer side wall of the pipe sleeve one 1 and the inner side wall and the outer side wall of the pipe sleeve two 2 in this embodiment, and the toothed surface one 6 on the outer side of the pipe sleeve one 1 and the toothed surface one 6 on the inner side of the pipe sleeve two 2 are staggered with each other, and have higher strength after the grouting solidification.

[0052] In combination Figure 5 and Figure 6 As shown, the reinforcing ring 202 is installed on the outside of the pipe sleeve two 2, and the reinforcing ring 202 is close to the top port of the pipe sleeve two 2. The reinforcing ring 202 tightens the port of the pipe sleeve two 2, so that the pipe sleeve two 2 has higher structural strength.

[0053] Embodiment 5

[0054] In combination Figure 7 As shown, the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting structure of this embodiment is further optimized on the basis of embodiment 4, and the specific structure is described as follows.

[0055] In this embodiment, the pipe sleeve one 1 is integrally formed, and the pipe sleeve two 2 is integrally formed. Since the pipe sleeve one 1 is inserted into the pipe sleeve two 2 in this embodiment, when connected with the column one 3, the longitudinal rib one 301 is fixedly connected with the outer wall of the pipe sleeve one 1, and the longitudinal rib two 401 is fixedly connected with the inner wall of the pipe sleeve two 2. And one horizontal plate two 201 and one reinforcing ring 202 are installed in this embodiment, so when the cross beam connecting double plate 8 is installed, the top of the cross beam connecting double plate 8 is installed in alignment with the reinforcing ring 202, and the bottom of the cross beam connecting double plate 8 is installed in alignment with the horizontal plate two 201, so as to ensure better connection strength.

[0056] It should be noted that in addition to connecting the cross beam connecting double plate 8 in the right direction in Figure 7 , the cross beam connecting double plate 8 can also be installed in other directions, such as the left side, the front side, etc., and the fixed form can adopt welding, bolt connection, etc.

[0057] Further, in combination Figure 7 As shown, an inlet port 204 is installed at the left bottom of the pipe sleeve two 2, and an outlet port 203 is installed at the right top of the pipe sleeve two 2, and the high-performance grouting adopts high-performance concrete or high-strength epoxy resin glue above C60, etc. The high-performance grouting enters the inside of the pipe sleeve two 2 from the inlet port 204, and flows out from the outlet port 203 after being filled. The frame column steel pipe mortise and tenon sleeve connection high-performance material grouting structure has higher rigidity and strength after the high-performance grouting solidification, and meets the use requirements.

[0058] It should be noted that the cross beam connecting double plate 8 can also be fixed by tension bolts, such as Figure 8As shown, the upper flange of the cross beam connecting the double plates 8 is provided with a pull bolt, the pull bolt passes through the pipe sleeve 1 and the pipe sleeve 2, and the pull bolt transmits the pulling force or bending moment to stably fix the cross beam connecting double plates 8. After the cross beam connecting double plates 8 are fixed, the pipe sleeve 1, the pipe sleeve 2 and the connecting inlay 5 form a complete and practical node structure.

[0059] Embodiment 6

[0060] The embodiment provides a fabricated building, which adopts the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure in the embodiment 1, the embodiment 2, the embodiment 3 or the embodiment 4, and the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure is used to support the fabricated building.

[0061] The working principle of the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure and the building is as follows:

[0062] The pipe sleeve 1, the pipe sleeve 2 and the connecting inlay 5 are used to realize the connection between the stand column 1 and the stand column 2, since the pipe sleeve 1 and the pipe sleeve 2 are respectively pre-buried on the stand column 1 and the stand column 2, the connecting inlay 5 is placed in the pipe sleeve 2 during installation, then the stand column 1 is lifted, the pipe sleeve 1 is aligned with the pipe sleeve 2 and is lowered, and the pipe sleeve 1 also surrounds the connecting inlay 5 after being assembled and assembled. At this time, the pipe sleeve 1, the pipe sleeve 2 and the connecting inlay 5 are fixed in cooperation, replace the traditional steel wire binding, and the situation that the stand column 1 is tilted can be avoided.

[0063] In summary, the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure provided by the utility model includes a pipe sleeve one 1 connected with a stand one 3, a pipe sleeve two 2 connected with a stand two 4, the inside of the pipe sleeve one 1 is provided with a horizontal plate one 101, the inside of the pipe sleeve two 2 is provided with a horizontal plate two 201, a connecting inlay 5 is arranged between the horizontal plate one 101 and the horizontal plate two 201, the connecting inlay 5 is surrounded by the pipe sleeve one 1 and the pipe sleeve two 2. The top of the connecting inlay 5 is inserted into the pipe sleeve one 1, the bottom of the connecting inlay 5 is inserted into the pipe sleeve two 2. The pipe sleeve one 1 is sleeved outside the connecting inlay 5, the connecting inlay 5 is cast and formed in the pipe sleeve one 1 before installation, the pipe sleeve two 2 is sleeved outside the pipe sleeve one 1. The outside of the pipe sleeve two 2 is provided with a reinforcing ring 202. The pipe sleeve one 1 and the pipe sleeve two 2 are respectively provided with a toothed surface one 6 in contact with grouting. The connecting inlay 5 is provided with a toothed surface two 7 in contact with grouting. The pipe sleeve one 1 is connected with longitudinal reinforcement one 301 of the stand one 3, the pipe sleeve two 2 is connected with longitudinal reinforcement two 401 of the stand two 4. High-performance grouting is arranged at the pipe sleeve one 1 and the pipe sleeve two 2, the high-performance grouting is configured as high-performance concrete or high-strength epoxy resin glue above C60. The side wall of the pipe sleeve two 2 is provided with a crossbeam connecting plate 8. The utility model also provides a building, which comprises the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure. Therefore, the frame column steel pipe mortise and tenon sleeve connection high-performance material grouting connection structure and the building have the beneficial effects of replacing steel bar connection, convenient and rapid installation and saving formwork support.

[0064] The above detailed description is further detailed for the purpose, technical scheme and beneficial effects of the utility model, and it should be understood that the above description is only the specific implementation of the utility model and is not used to limit the protection scope of the utility model, and any modification, equivalent replacement, improvement, etc. within the spirit and principle of the utility model should be included in the protection scope of the utility model.

Claims

1. A high-performance material grouting connection structure of a frame column steel pipe mortise and tenon joint, characterized in that, The frame column steel pipe mortise and tenon joint high-performance material grouting connection structure comprises a pipe sleeve one (1) connected with a first column (3), a pipe sleeve two (2) connected with a second column (4), an inner part of the pipe sleeve one (1) is provided with a horizontal plate one (101), an inner part of the pipe sleeve two (2) is provided with a horizontal plate two (201), a connecting inlay (5) is arranged between the horizontal plate one (101) and the horizontal plate two (201), and the connecting inlay (5) is surrounded by the pipe sleeve one (1) and the pipe sleeve two (2).

2. The frame column steel tube mortise and tenon sleeve joint high-performance material grouting connection structure according to claim 1, characterized in that, The pipe sleeve one (1) and the pipe sleeve two (2) are respectively provided with a toothed surface one (6) in contact with grouting.

3. The frame column steel tube mortise and tenon sleeve joint high performance material grouting connection structure according to claim 2, characterized in that, The pipe sleeve two (2) is provided with a grouting inlet (204) located at the lower side and a grouting outlet (203) located at the upper side.

4. The frame column steel tube mortise and tenon sleeve joint high performance material grouting connection structure according to claim 3, characterized in that, The toothed surface one (6) is provided with high-performance grouting, the high-performance grouting is filled from the grouting inlet (204) and flows out from the grouting outlet (203), and the high-performance grouting is configured as high-performance concrete or high-strength epoxy resin glue with a C60 or above.

5. The frame column steel tube mortise and tenon sleeve joint high performance material grouting connecting structure according to claim 1, characterized in that, The pipe sleeve one (1) is connected with longitudinal reinforcement one (301) of the first column (3), and the pipe sleeve two (2) is connected with longitudinal reinforcement two (401) of the second column (4).

6. The frame column steel tube mortise and tenon sleeve joint high performance material grouting connecting structure according to claim 1, characterized in that, An outer part of the pipe sleeve two (2) is provided with a reinforcing ring (202).

7. The frame column steel tube mortise and tenon sleeve joint high performance material grouting connecting structure according to claim 6, characterized in that, A side wall of the pipe sleeve two (2) is provided with a crossbeam connecting double plate (8), an upper flange of the crossbeam connecting double plate (8) is aligned with the elevation of the reinforcing ring (202), and a lower flange of the crossbeam connecting double plate (8) is aligned with the elevation of the horizontal plate two (201).

8. The frame column steel tube mortise and tenon sleeve joint high performance material grouting connecting structure according to claim 7, characterized in that, The upper flange of the crossbeam connecting double plate (8) is provided with a tension bolt for fixation.

9. The frame column steel tube mortise and tenon sleeve joint high performance material grouting connecting structure according to claim 1, characterized in that, The pipe sleeve one (1) is sleeved outside the connecting inlay (5), the connecting inlay (5) is cast and formed in the pipe sleeve one (1) before installation, and the pipe sleeve two (2) is sleeved outside the pipe sleeve one (1).

10. The frame column steel tube mortise and tenon sleeve joint high performance material grouting connecting structure according to claim 1, characterized in that, A top part of the connecting inlay (5) is inserted into the pipe sleeve one (1), and a bottom part of the connecting inlay (5) is inserted into the pipe sleeve two (2).

11. A building, characterized in that The frame column steel pipe mortise and tenon joint high-performance material grouting connection structure comprises a pipe sleeve one (1) connected with a first column (3), a pipe sleeve two (2) connected with a second column (4), an inner part of the pipe sleeve one (1) is provided with a horizontal plate one (101), an inner part of the pipe sleeve two (2) is provided with a horizontal plate two (201), a connecting inlay (5) is arranged between the horizontal plate one (101) and the horizontal plate two (201), and the connecting inlay (5) is surrounded by the pipe sleeve one (1) and the pipe sleeve two (2).

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