A kind of assembled building structural column linkage support frame

Abstract

The present invention relates to the technical field of experimental support frames, and specifically to a prefabricated building structural column linkage support frame, comprising a fixed plate, a notch 1 being provided on one side wall of the fixed plate, an extrusion plate being provided between the two side walls of the notch 1, one end of the extrusion plate being a pointed end, the extrusion plate comprising an inclined surface, and a fixing ear being fixedly connected to the other end of the bottom surface of the extrusion plate. In the present invention, a prefabricated building structural column linkage support frame, through the provision of the extrusion plate, the extrusion plate drives half of the sealing plate to pass through the opening of the template, occupying part of the inner wall space of the structural column, after pouring concrete from above the sealing plate, the extrusion plate is withdrawn, so that the inner wall space of the structural column occupied by the extrusion plate is released, the extrusion plate is deflected to a vertical state, and the concrete located on the outer wall of the wall located on the sealing plate is pressed into the structural column space, while eliminating the pouring mouth, reducing the waste of concrete and saving materials.

Description

Technical Field

[0001] The invention relates to the technical field of support frames, and in particular to an assembled building structural column linkage support frame. Background Art

[0002] Reinforced concrete structural columns need to be set in the walls of multi-story brick-concrete structure buildings and connected with the ring beams of each floor to form a space frame that can resist bending and shearing. It is an effective measure to prevent the collapse of houses. The structural columns are set at the four corners of the outer wall, the intersection of the horizontal wall and the outer longitudinal wall at the staggered level, on both sides of the larger openings, and the intersection of the inner and outer walls of the large room. Although some walls in the prefabricated buildings are prefabricated in advance, when they are installed in the building, the structural columns between the prefabricated walls still need to be cast on site.

[0003] When pouring existing structural columns, concrete is poured into the wall through a funnel, so that after the concrete solidifies, a funnel-shaped residual corner will remain, which needs to be chiseled out later, which is troublesome;

[0004] According to the description in the patent application number CN112376904B (a feeding funnel for a structural column casting mold and a structural column casting method), by pressing the motor forward rotation switch, the stepper brake motor drives the output shaft to rotate clockwise, driving the baffle plate to abut against the opening surface of the casting port, thereby sealing the casting port and eliminating the casting residual angle;

[0005] However, directly deflecting the baffle plate to squeeze the concrete will cause the concrete originally on the funnel to overflow, which will not only cause material waste, but also cause the overflowed concrete to fall and stick to the fixed components and the device itself of the formwork, making it difficult to clean and affecting subsequent use. Summary of the invention

[0006] In order to overcome the above-mentioned technical problems, the purpose of the present invention is to provide a prefabricated building structural column linkage support frame. Through the setting of the extrusion plate, the extrusion plate drives half of the sealing plate to pass through the opening of the template and occupy part of the wall space of the structural column. After pouring concrete from above the sealing plate, the extrusion plate is withdrawn, so that the wall space of the structural column occupied by the extrusion plate is released, and the extrusion plate is deflected to a vertical state, and the sealing plate is filled into the opening at the top of the template and fits the wall, and the concrete located on the part of the outer wall of the wall located on the sealing plate is pressed into the structural column space, eliminating the pouring mouth while reducing the waste of concrete, saving materials, reducing or avoiding the overflow of concrete, thereby reducing the contamination of concrete and the reinforcement components outside the template.

[0007] The purpose of the present invention can be achieved through the following technical solutions:

[0008] The lockhole that is formed on the two ends of the support frame is formed on the upper and lower surfaces of the support frame, and the lockhole that is formed on the two ends of the support frame is formed on the upper and lower surfaces of the support frame. On the wall, the extrusion plate is pushed forward horizontally by the moving module, so that the extrusion plate drives half of the sealing plate to pass through the opening of the template and occupy part of the wall space of the structural column, so that the volume of the extrusion plate entering the wall is the same as the volume formed by the part outside the wall and the side plate. After pouring concrete from above the sealing plate, the extrusion plate is withdrawn, so that the space in the wall of the structural column occupied by the extrusion plate is released, and the spiral telescopic rod is rotated to deflect the extrusion plate to a vertical state. The inclined surface is coplanar with one side wall of the fixed plate, so that the sealing plate is filled into the opening at the top of the template and fits with the wall, and the concrete located on the outer wall of the wall located on the sealing plate is pressed into the space of the structural column, while eliminating the pouring mouth, reducing the waste of concrete, saving materials, reducing or avoiding the overflow of concrete, thereby reducing the contamination of concrete with the reinforcement components outside the template.

[0009] Furthermore, the width of the inclined surface is the same as that of the slot 1, so that the inclined surface can be conveniently used to fill and shield the slot 1.

[0010] Further, the moving module includes a cross bar, the inner wall of the slide rail is slidably connected with a slider, the cross bar is located between the two sliders, and the slider is fixedly connected to the cross bar, and a sleeve is fixedly connected to the middle position of the lower end of the cross bar, and the inner wall of the sleeve is rotatably connected with screw rod 2, and a threaded hole is opened at the bottom end of one side wall of the fixed ear, one end of the screw rod 2 is screwed and connected to the fixed ear, and a fixed seat is fixedly connected to the bottom surface of the sleeve, and one end of the spiral telescopic rod is rotatably connected to the fixed seat, and the screw rod 2 is rotated to push the extrusion plate forward, so that the extrusion plate drives the sealing plate to partially pass through the opening of the template, and the spiral telescopic rod is rotated to extend the spiral telescopic rod, and the spiral telescopic rod lifts the sleeve upward, and the sleeve moves along the slide rail through the cross bar and the slider, and at the same time, the sleeve drives the extrusion plate to deflect through the screw rod 2 and the fixed ear.

[0011] Furthermore, the slide rail is arc-shaped, and the arc axis line of the slide rail is colinear with the angle line of the bottom surface of the slot one close to one side wall of the fixed plate. Since the axis line of the slide rail coincides with the side edge line of the bottom surface of the slot one, the extrusion plate deflects around the tip edge line of the extrusion plate when it deflects until the inclined surface is coplanar with one side wall of the fixed plate, thereby filling the sealing plate into the opening at the top of the template and fitting it against the wall.

[0012] Furthermore, a square hole is opened on both sides of one side wall of the fixing plate, a mounting plate is fixedly connected to the other side wall of the fixing plate on both sides of the square hole, and a rootstock is fixed between two adjacent mounting plates by bolts, the fixing plate is installed on a template with an opening at the bottom end, the opening at the top of the template is aligned with a slot, and a number of steel nails are hammered into the position of the rootstock on the side of the template that is attached to the wall, so that the template and the fixing plate are fixed together, and the fixing plate is conveniently fixed to the template through the rootstock.

[0013] Furthermore, two square holes are provided on both sides of the inclined surface of the extrusion plate, two mounting plates are fixedly connected to the inner top surface of the extrusion plate located on both sides of the two square holes, and two rootstocks are fixed between two adjacent mounting plates by bolts, and the two rootstocks can be removed and replaced, and the sealing plate is placed on the inclined surface with the bottom end of the sealing plate aligned with the bottom end of the inclined surface, and the sealing plate is fixed to the two rootstocks by steel nails, thereby fixing the sealing plate to the inclined surface, and the setting of the two rootstocks facilitates the fixing of the sealing plate to the inclined surface.

[0014] Furthermore, the support rod comprises a sub-rod 1, the top end of the sub-rod 1 is rotatably connected to the rotating seat, the bottom end of the sub-rod 1 is fixedly connected with a screw rod 1, the bottom end of the screw rod 1 is screwed and connected with an internal threaded rod, the bottom end of the internal threaded rod is fixedly connected with a sub-rod 2, and the bottom end of the sub-rod 2 is rotatably connected with a supporting foot, the bottom surface of the supporting foot is a thorny surface, the template is installed and fixed on the wall, the supporting foot is supported by the ground, the internal threaded rod is rotated, so that the overall length of the support rod is extended, thereby squeezing and supporting the fixed plate, so that the top end of the template is fitted with the wall, because the position of the top end of the template occupied by the fixed plate is difficult to install, so the fixed plate is squeezed and supported by the support rod to prevent the top end of the template from loosening and detaching.

[0015] Furthermore, a vibration motor is fixedly connected to the other outer side wall of the fixed plate, and when the vibration motor is started, the vibration motor drives the top of the template to vibrate through the fixed plate, thereby vibrating the concrete and reducing bubbles.

[0016] Beneficial effects of the present invention:

[0017] 1. Through the arrangement of the extrusion plate and the fixed plate, the fixed plate is installed on the template, the sealing plate is fitted and fixed on the inclined plane, the template is fixed on the wall, and the extrusion plate is pushed forward horizontally by the moving module, so that the extrusion plate drives half of the sealing plate through the opening of the template and occupies part of the wall space of the structural column. After pouring concrete from above the sealing plate, the extrusion plate is withdrawn, so that the space in the wall of the structural column occupied by the extrusion plate is released, and the spiral telescopic rod is rotated to deflect the extrusion plate to a vertical state. The inclined plane is coplanar with one side wall of the fixed plate, so that the sealing plate is filled into the opening at the top of the template and fits the wall, and the concrete on the outer wall of the wall located on the sealing plate is pressed into the space of the structural column to eliminate the residual angle of the pouring mouth;

[0018] 2. Through the setting of the extrusion plate, when pouring concrete, the extrusion plate drives the sealing plate to explore into the pouring space and occupy part of the wall space of the structural column, so that the volume of the extrusion plate entering the wall is the same as the volume formed by the part outside the wall and the side plate, thereby avoiding the overflow of concrete caused by the extrusion of the sealing plate, saving materials, reducing the contamination of concrete and external components of the formwork, and facilitating subsequent cleaning. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] The present invention will be further described below in conjunction with the accompanying drawings.

[0020] Figure 1 It is a schematic diagram of the overall structure of the present invention;

[0021] Figure 2 It is a schematic diagram of the position of the mobile module in the present invention;

[0022] Figure 3 It is a schematic diagram of the overall use state structure of the present invention;

[0023] Figure 4 It is a schematic diagram of the template and sealing plate structure;

[0024] Figure 5 It is a schematic diagram of the structure of the fixed plate and the extrusion plate in the present invention;

[0025] Figure 6 It is a schematic diagram of the position of the spiral telescopic rod in the present invention;

[0026] Figure 7 This is a schematic diagram of the structure of the extrusion plate in the extended state in the present invention;

[0027] Figure 8 It is a schematic diagram of the structure of the extruded plate in the present invention;

[0028] Fig. 9 It is a schematic diagram of the structure of the fixed plate in the present invention.

[0029] In the figure: 100, fixed plate; 110, notch 1; 120, side plate; 130, support rod; 131, auxiliary rod 1; 132, auxiliary rod 2; 133, screw rod 1; 134, internal threaded rod; 135, support foot; 140, square hole 1; 141, mounting plate 1; 142, rootstock 1; 150, mobile module; 151, sleeve; 152, screw rod 2; 153, slider; 154, cross bar; 160, spiral telescopic rod; 170, rotating seat; 180, slide rail; 190, vibration motor; 200, extrusion plate; 210, square hole 2; 220, rootstock 2; 230, fixing ear; 240, mounting plate 2; 250, inclined plane; 300, template; 400, sealing plate. DETAILED DESCRIPTION

[0030] The following will be combined with the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0031] See also Figure 1-9As shown, a prefabricated building structural column linkage support frame includes a fixed plate 100, a notch 110 is opened on one side wall of the fixed plate 100, an extrusion plate 200 is arranged between the two side walls of the notch 110, one end of the extrusion plate 200 is a pointed end, the extrusion plate 200 includes an inclined surface 250, a fixing ear 230 is fixedly connected to the other end of the bottom surface of the extrusion plate 200, a rotating seat 170 is fixedly connected to the bottom end of the other side wall of the fixed plate 100, and the other side wall of the fixed plate 100 is located at the notch 110. The side panels 120 are fixedly connected to the positions on both sides, and the outer wall of the side panels 120 is fixedly connected to the slide rails 180. A moving module 150 is arranged between the two slide rails 180. The moving module 150 drives the extrusion plate 200 to move horizontally. A spiral telescopic rod 160 is rotatably connected between one end of the rotating seat 170 and the moving module 150. The bottom end of the rotating seat 170 is rotatably connected to the support rod 130. The fixed plate 100 is installed on the template 300, and the sealing plate 400 is installed and fixed on the inclined surface 250. The template 300 is fixed on the wall, and the extrusion plate 200 is pushed forward horizontally by the moving module 150, so that the extrusion plate 200 drives half of the sealing plate 400 to pass through the opening of the template 300 and occupy part of the wall space of the structural column, so that the volume of the extrusion plate 200 entering the wall is the same as the volume formed by the part outside the wall and the side plate 120. After pouring concrete from above the sealing plate 400, the extrusion plate 200 is withdrawn, so that the wall space of the structural column occupied by the extrusion plate 200 is released, and the spiral telescopic rod 160 is rotated to deflect the extrusion plate 200 to a vertical state. The inclined surface 250 is coplanar with a side wall of the fixed plate 100, so that the sealing plate 400 is filled into the opening at the top of the template 300 and fits the wall, and the concrete located on the upper part of the outer wall of the wall located on the sealing plate 400 is pressed into the space of the structural column, while eliminating the pouring mouth, reducing the waste of concrete, saving materials, reducing or avoiding the overflow of concrete, thereby reducing the contamination of concrete with the external reinforcement components of the template 300.

[0032] The width of the inclined surface 250 is the same as that of the slot 110, so that the inclined surface 250 can fill and cover the slot 110. The mobile module 150 includes a cross bar 154. The inner wall of the slide rail 180 is slidably connected with a slider 153. The cross bar 154 is located between the two sliders 153, and the slider 153 is fixedly connected to the cross bar 154. The middle position of the lower end of the cross bar 154 is fixedly connected with a sleeve 151. The inner wall of the sleeve 151 is rotatably connected with a screw rod 152. A threaded hole is provided at the bottom end of one side wall of the fixing ear 230. One end of the screw rod 152 is screwed and connected to the fixing ear 230. The bottom surface of the sleeve 151 is fixedly connected with a fixing seat. One end of the spiral telescopic rod 160 is rotatably connected to the fixing seat. The screw rod 152 is rotated to push the extrusion plate 200 forward, so that the extrusion plate 200 drives the sealing plate 400 to partially pass through. The template 300 is opened, and the spiral telescopic rod 160 is rotated to extend the spiral telescopic rod 160, and the spiral telescopic rod 160 lifts the sleeve 151 upward, and the sleeve 151 moves along the slide rail 180 through the cross bar 154 and the slider 153. At the same time, the sleeve 151 drives the extrusion plate 200 to deflect through the screw rod 152 and the fixed ear 230. The slide rail 180 is arc-shaped, and the arc axis of the slide rail 180 is collinear with the angle line of the bottom surface of the notch 110 close to the side wall of the fixed plate 100. Since the axis of the slide rail 180 coincides with the side edge line of the bottom surface of the notch 110, the extrusion plate 200 deflects around the tip edge line of the extrusion plate 200 when deflecting, until the inclined surface 250 is coplanar with the side wall of the fixed plate 100, so that the sealing plate 400 is filled into the opening at the top of the template 300 and fits with the wall.

[0033] A square hole 140 is provided on both sides of one side wall of the fixing plate 100, and a mounting plate 141 is fixedly connected to both sides of the square hole 140 on the other side wall of the fixing plate 100, and a rootstock 142 is fixed between two adjacent mounting plates 141 by bolts. The fixing plate 100 is installed on the template 300 with an opening at the bottom, and the opening at the top of the template 300 is aligned with the notch 110. A number of steel nails are driven into the position of the rootstock 142 on the side of the template 300 that is attached to the wall, so that the template 300 and the fixing plate 100 are fixed together. The rootstock 142 is used to facilitate the fixing of the fixing plate 100 on the template 300, and the squeeze Square holes 210 are provided on both sides of the inclined surface 250 of the pressing plate 200, and mounting plates 240 are fixedly connected to the inner top surface of the extrusion plate 200 on both sides of the square holes 210, and stock 220 is fixed between two adjacent mounting plates 240 by bolts, stock 220 can be removed and replaced, and the sealing plate 400 is placed on the inclined surface 250, and the bottom end of the sealing plate 400 is aligned with the bottom end of the inclined surface 250, and the sealing plate 400 is fixed to the stock 220 by steel nails, so that the sealing plate 400 is fixed to the inclined surface 250, and the setting of the stock 220 facilitates the fixing of the sealing plate 400 to the inclined surface 250.

[0034] The support rod 130 includes a secondary rod 131, the top of which is rotatably connected to the rotating seat 170, the bottom of which is fixedly connected to a screw rod 133, the bottom of which is screwed to an internal threaded rod 134, the bottom of which is fixedly connected to a secondary rod 132, the bottom of which is rotatably connected to a support foot 135, the bottom surface of which is a thorn surface, the template 300 is fixedly mounted on a wall, the support foot 135 is supported on the ground, and the internal threaded rod 134 is rotated to extend the overall length of the support rod 130, thereby The fixed plate 100 is squeezed and supported so that the top of the template 300 fits against the wall. Since the fixed plate 100 occupies the position of the top of the template 300, the original template 300 reinforcement component is difficult to install, so the fixed plate 100 is squeezed and supported by the support rod 130 to prevent the top of the template 300 from loosening and detaching. A vibration motor 190 is fixedly connected to the other outer wall of the fixed plate 100. When the vibration motor 190 is started, the vibration motor 190 drives the top of the template 300 to vibrate through the fixed plate 100, thereby vibrating the concrete and reducing bubbles.

[0035] Working principle: When in use, the fixing plate 100 is installed on the template 300 with an opening at the bottom, the opening at the top of the template 300 is aligned with the notch 110, and a number of steel nails are hammered into the position of the rootstock 142 on the side of the template 300 that is close to the wall, so as to fix the template 300 and the fixing plate 100 together, and the prepared sealing plate 400 is taken out (the thickness of the sealing plate 400 is consistent with that of the template 300, and the width of the sealing plate 400 is consistent with the width of the opening of the template 300), and the sealing plate 400 is placed on the inclined surface 250, and the bottom end of the sealing plate 400 is aligned with the bottom end of the inclined surface 250, and the sealing plate 400 is fixed to the rootstock 220 by steel nails, so as to fix the sealing plate 400 on the inclined surface 250;

[0036] The template 300 is fixed on the wall, the support foot 135 is supported on the ground, and the internal threaded rod 134 is rotated to extend the overall length of the support rod 130, thereby squeezing and supporting the fixing plate 100, so that the top of the template 300 is in contact with the wall, and the screw rod 152 is rotated to push the extrusion plate 200 forward, so that the extrusion plate 200 drives the sealing plate 400 to partially pass through the opening of the template 300, and concrete is poured from above the sealing plate 400 until the concrete overflows to the high point of the top of the side plate 120. The screw rod 152 is rotated in the opposite direction to make the extrusion plate 200 move back, and the edge line of the tip of the extrusion plate 200 coincides with the edge line of one side of the bottom end of the notch 110, so that the space in the structural column wall occupied by the extrusion plate 200 is released, and the spiral telescopic rod 160 is rotated to make the spiral telescopic rod 160 extend, and the spiral telescopic rod 160 lifts the sleeve 151 upward, and the sleeve 151 moves along the slide rail 180 through the cross bar 154 and the slider 153, and at the same time, the sleeve 151 is moved through the screw rod 152 and the fixing ear 2 The extrusion plate 200 is driven to deflect. Since the axis of the slide rail 180 coincides with the side edge of the bottom surface of the slot 110, the extrusion plate 200 deflects around the tip edge of the extrusion plate 200 until the cross bar 154 interferes with the side plate 120. The extrusion plate 200 stops deflecting. At this time, the inclined surface 250 is coplanar with a side wall of the fixed plate 100, so that the sealing plate 400 is filled into the opening at the top of the template 300 and fits the wall. The concrete on the outer wall of the wall located on the upper part of the sealing plate 400 is The soil is pressed into the space of the structural column, eliminating the pouring mouth, reducing the waste of concrete, saving materials, reducing overflow of concrete, thereby reducing the contamination of concrete with external components of the template 300, and starting the vibration motor 190. The vibration motor 190 drives the top of the template 300 to vibrate through the fixed plate 100, thereby vibrating the concrete and reducing bubbles; when the concrete is solidified, the template 300 can be directly removed and applied to the pouring of the downward structural column without reinstalling the fixed plate 100 and the template 300.

[0037] In the description of this specification, the description with reference to the terms "one embodiment", "example", "specific example", etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the present invention. In this specification, the schematic representation of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner.

[0038] The above contents are merely examples and explanations of the present invention. Those skilled in the art may make various modifications or additions to the specific embodiments described or replace them in a similar manner. As long as they do not deviate from the invention or exceed the scope defined by the claims, they shall all fall within the protection scope of the present invention.

Claims

1. An assembled building structural column linkage support frame, characterized in that: The invention comprises a fixing plate (100), a notch (110) being formed on one side wall of the fixing plate (100), an extrusion plate (200) being arranged between two side walls of the notch (110), one end of the extrusion plate (200) being a pointed end, the extrusion plate (200) comprising an inclined surface (250), a fixing ear (230) being fixedly connected to the other end of the bottom surface of the extrusion plate (200), a rotating seat (170) being fixedly connected to the bottom end of the other side wall of the fixing plate (100), and the other end of the fixing plate (100) being fixedly connected to the rotating seat (170). Side panels (120) are fixedly connected to the side walls at both sides of the slot opening (110); the outer side walls of the side panels (120) are fixedly connected to slide rails (180); a moving module (150) is arranged between the two slide rails (180); the moving module (150) drives the extrusion plate (200) to move horizontally; a spiral telescopic rod (160) is rotatably connected between one end of the rotating seat (170) and the moving module (150); and a support rod (130) is rotatably connected to the bottom end of the rotating seat (170); The mobile module (150) comprises a cross bar (154), the inner wall of the slide rail (180) is slidably connected to a slider (153), the cross bar (154) is located between the two sliders (153), and the slider (153) is fixedly connected to the cross bar (154), a sleeve (151) is fixedly connected to the middle position of the lower end of the cross bar (154), the inner wall of the sleeve (151) is rotatably connected to a second screw rod (152), a threaded hole is provided at the bottom end of one side wall of the fixing ear (230), one end of the second screw rod (152) is screwed and connected to the fixing ear (230), a fixing seat is fixedly connected to the bottom surface of the sleeve (151), and one end of the spiral telescopic rod (160) is rotatably connected to the fixing seat; A second square hole (210) is provided on both sides of the inclined surface (250) of the extrusion plate (200); a second mounting plate (240) is fixedly connected to the inner top surface of the extrusion plate (200) on both sides of the second square hole (210); and a second rootstock (220) is fixed between two adjacent second mounting plates (240) by bolts; the extrusion plate (200) is provided with a sealing plate (400) in combination; the width of the sealing plate (400) is consistent with the opening width of the template (300); the sealing plate (400) is fitted on the inclined surface (250); the bottom end of the sealing plate (400) is aligned with the bottom end of the inclined surface (250); and the sealing plate (400) is fixed to the second rootstock (220) by steel nails.

2. The assembled building structural column linkage support frame according to claim 1 is characterized in that: The width of the inclined surface (250) is the same as that of the first notch (110).

3. The assembled building structural column linkage support frame according to claim 1 is characterized in that: The slide rail (180) is arc-shaped, and the arc axis of the slide rail (180) is collinear with the angle line of the bottom surface of the slot one (110) close to a side wall of the fixing plate (100).

4. The assembled building structural column linkage support frame according to claim 1 is characterized in that: A square hole (140) is provided on both sides of one side wall of the fixing plate (100), and a mounting plate (141) is fixedly connected to both sides of the square hole (140) of the other side wall of the fixing plate (100), and a rootstock (142) is fixed between two adjacent mounting plates (141) by bolts.

5. The assembled building structural column linkage support frame according to claim 1 is characterized in that: The support rod (130) comprises a first auxiliary rod (131), the top end of the first auxiliary rod (131) being rotatably connected to a rotating seat (170), the bottom end of the first auxiliary rod (131) being fixedly connected to a first screw rod (133), the bottom end of the first screw rod (133) being screwedly connected to an internally threaded rod (134), the bottom end of the internally threaded rod (134) being fixedly connected to a second auxiliary rod (132), the bottom end of the second auxiliary rod (132) being rotatably connected to a supporting foot (135), the bottom surface of the supporting foot (135) being a thorny surface.

6. The assembled building structural column linkage support frame according to claim 1 is characterized in that: A vibration motor (190) is fixedly connected to the other outer side wall of the fixing plate (100).

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