Inclined wall supporting structure for fabricated building construction

By using technologies such as sliding connection, hydraulic transmission and limiting parts in the prefabricated inclined wall support structure, the support strength problem caused by uneven surfaces of the wall is solved, and the stable support and strength of the wall are improved.

CN119163262AInactive Publication Date: 2024-12-20ZAOZHUANG YUANRUI NEW BUILDING MATERIALS CO LTD
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Patent Information

Application Number
CN202411522900.2
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-10-29
Publication Date
2024-12-20
Estimated Expiration
Not applicable · inactive patent

AI Technical Summary

Technical Problem

When the wall surface is uneven, the existing prefabricated inclined wall support structures will lead to difficulty in installing the connecting seats, change in the depth of bolt insertion, affect the support strength, and may cause excessive force, bent or broken by the support rod.

Method used

Adopt a structure including a base, sliding connection, hydraulic telescopic rod, limit block and elastic member. By adjusting the position of the connecting seat and hydraulic transmission, the inclination force of the wall is buffered, preventing the support rod from being overloaded, and passing through the limit part and The tension frame enhances support strength.

Benefits of technology

It effectively prevents the deformation of the connection point caused by uneven surfaces of the wall, alleviates the problem of excessive force on the support rod, enhances the support strength to the wall, and avoids bolts being misaligned and broken.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention relates to the technical field of fabricated wall supporting, in particular to an inclined wall supporting structure for fabricated building construction. Comprising a base, the base is detachably connected with a first bolt, the upper side of the base is slidably connected with symmetrically-distributed sliding frames, the symmetrically-distributed sliding frames are jointly and rotatably connected with a supporting rod, the upper end of the supporting rod is rotatably connected with a fixing plate, and the fixing plate is slidably connected with connecting bases distributed in a rectangular array; and the connecting seat is detachably connected with a second bolt. By adjusting the vertical position of the connecting seat, when four connecting points of the fixing plate are sunken or protruded due to the uneven wall surface, the positions of the connecting points on the fixing plate are changed, so that the situation that the connecting positions of the fixing plate are extruded by the second bolts and the wall body when the second bolts are installed due to the fact that the depths of the four second bolts which can be inserted into the wall body are different is prevented; therefore, the supporting strength of the device to the wall body is influenced.
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Description

Technical Field

[0001] The present invention complies with the technical field of assembled wall support, and specifically is an inclined wall support structure for assembled building construction. Background Art

[0002] The assembled inclined wall support structure is a structural form that combines modern assembled building technology and inclined wall design. Generally, the two ends of the support rod are connected to the wall and the ground respectively through two connecting seats, so that the support rod is placed obliquely, thereby directly supporting the inclined wall.

[0003] During the installation of the existing assembled inclined wall support structure, if the surface of the wall is not flat, it will cause difficulties in the installation of the connection seat that contacts the wall. For example, when the wall is recessed at a certain connection point of the connection seat, the depth that the bolt can be inserted into the wall will change. If the bolt is completely screwed into the connection seat, after the wall is fitted with the connection seat, the connection point on the connection seat at the recessed wall lacks support. During installation, the bolt and the wall will squeeze the connection of the connection seat together, causing deformation at the installation point of the connection seat, thereby affecting the supporting strength of the device to the wall. Summary of the invention

[0004] In order to overcome the shortcomings mentioned in the above background technology, the present invention provides an inclined wall support structure for prefabricated building construction.

[0005] In order to solve the above-mentioned technical problems, the present invention adopts the following technical solutions: an inclined wall support structure for prefabricated building construction, comprising a base, the base is detachably connected with a first bolt distributed in a rectangular array, the first bolt is used to connect the base and the ground, the upper side of the base is slidably connected with a symmetrically distributed slide, the symmetrically distributed slides are rotatably connected to a support rod, the upper end of the support rod is rotatably connected with a fixed plate, the fixed plate is slidably connected with a connecting seat distributed in a rectangular array, the connecting seat is detachably connected with a second bolt, the second bolt is used to connect the connecting seat and the wall, and the adjacent connecting seats at the same horizontal height are commonly fixed with a connecting rod.

[0006] Furthermore, the connecting seat and the fixing plate are slidably connected via a sliding mortise and tenon structure, so as to enhance the connection strength between the connecting seat and the fixing plate.

[0007] Furthermore, the fixed plate is fixedly connected with symmetrically distributed extrusion blocks, the support rod is slidably connected with a sliding ring near the symmetrically distributed extrusion blocks, the extrusion blocks are extrusion-fitted with the sliding ring, the support rod is fixedly connected with a first hydraulic telescopic rod near the sliding ring, the telescopic end of the first hydraulic telescopic rod is fixedly connected to the sliding ring, the base is fixedly connected with a second hydraulic telescopic rod near the lower end of the support rod, the first hydraulic telescopic rod is connected with the second hydraulic telescopic rod through a conduit, hydraulic oil is provided in the first hydraulic telescopic rod, the second hydraulic telescopic rod and the conduit, the telescopic end of the second hydraulic telescopic rod is fixedly connected with a limit block, and the slide is extrusion-fitted with the limit block.

[0008] Furthermore, the base is slidably connected to a sliding frame near the second hydraulic telescopic rod, the limit block and the sliding frame are transmitted through a transmission member, the sliding frame is fixed with symmetrically distributed elastic members, the elastic members are fixed with a pressure plate, and the pressure plate is extruded and matched with the base.

[0009] Furthermore, the base is limitedly and slidably connected to a resistance telescopic rod, the telescopic end of the resistance telescopic rod is rotatably connected to the support rod, and the base is fixedly connected to a resistance block distributed in a linear array near the resistance telescopic rod, and the resistance block is squeezed and fitted with the fixed part of the resistance telescopic rod.

[0010] Furthermore, a resistance spring is arranged inside the resistance telescopic rod, and the buffering resistance of the resistance block to the fixed part of the resistance telescopic rod is the same as the movement resistance of the telescopic end thereof.

[0011] Furthermore, a tension frame is included, which is arranged at a position of the base away from the second hydraulic telescopic rod. The tension frame is detachably connected to a third bolt, and the third bolt is used to connect the tension frame and the wall.

[0012] Furthermore, the tension frame is provided with symmetrically distributed limiting parts, and the limiting parts are matched with the base in limiting manner.

[0013] Furthermore, it includes a third hydraulic telescopic rod, which is fixedly connected to the support rod at a position close to the first hydraulic telescopic rod, the telescopic end of the third hydraulic telescopic rod is fixedly connected to the sliding ring, the fixed plate is fixedly connected to a shell, the third hydraulic telescopic rod is communicated with the shell through a conduit, the fixed plate is fixedly connected to a fourth hydraulic telescopic rod, the fourth hydraulic telescopic rod is communicated with the shell through a conduit, hydraulic oil is provided in the third hydraulic telescopic rod, the shell, the fourth hydraulic telescopic rod and the conduit, the telescopic end of the fourth hydraulic telescopic rod is limitedly slidably connected to a sliding plate, the sliding plate is slidably connected to the fixed plate, the side of the sliding plate used to fit the wall and the side of the fixed plate used to fit the wall are both located on the same vertical plane, and there is a sliding margin between the telescopic end of the fourth hydraulic telescopic rod and the sliding plate.

[0014] Further, a rotating blade is rotatably connected in the shell, and the rotating blade is fixedly connected with a symmetrically distributed rotating shaft, which is rotatably connected to the adjacent extrusion block, a torsion spring is fixedly connected between the rotating shaft on one side of the rotating blade and the adjacent extrusion block, a protrusion is fixedly connected to the rotating shaft of the rotating blade, and a fifth hydraulic telescopic rod is fixedly connected to the position of the extrusion block near the protrusion, an elastic member is fixedly connected between the telescopic end of the fifth hydraulic telescopic rod and the adjacent extrusion block, the telescopic end of the fifth hydraulic telescopic rod is extruded and matched with the protrusion, a sixth hydraulic telescopic rod is fixedly connected to the fixed plate, and the sixth hydraulic telescopic rod is connected to the fifth hydraulic telescopic rod through a conduit, hydraulic oil is arranged in the fifth hydraulic telescopic rod, the sixth hydraulic telescopic rod and the conduit, the telescopic end of the sixth hydraulic telescopic rod is fixedly connected to the sliding plate, and a gap is arranged between the sliding plate and the fixed plate.

[0015] The beneficial effects are as follows: 1. The present invention adjusts the upper and lower positions of the connection seat. When the wall surface is uneven and causes the four connection points of the fixing plate to be concave or convex, the position of the connection point on the fixing plate is changed, thereby preventing the four second bolts from being inserted into the wall at different depths, causing the second bolts to squeeze the connection of the fixing plate with the wall during installation, causing the fixing plate to deform, thereby affecting the supporting strength of the device on the wall; 2. The limit block is driven to move by hydraulic transmission. When the wall is tilted, part of the wall pressure on the support rod is slowly released to prevent the support rod from being bent or even broken due to excessive force when the wall is tilted, and to prevent the support rod from sliding to the right due to the influence of the wall tilt, thereby causing the first bolt to be misaligned with the ground, or even causing the first bolt to be broken due to excessive shear force, resulting in a decrease in the supporting strength of the device for the wall; 3. The tension frame is given tension through the two limit parts to prevent the bottom of the wall from moving, thereby enhancing the supporting strength of the device to the wall, and when the two limit parts are pulled to the left by the wall, the two limit parts can limit the movement of the base, thereby preventing the first bolt from being broken due to excessive shear force caused by the movement of the base. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a schematic diagram of the three-dimensional structure of the present invention; Figure 2 It is a schematic diagram of the three-dimensional structure of the base of the present invention; Figure 3 It is a schematic diagram of the three-dimensional structure of the fixing plate of the present invention; Figure 4 It is a schematic diagram of the three-dimensional structure of the limit block of the present invention; Figure 5 It is a schematic diagram of the three-dimensional structure of the sliding frame of the present invention; Figure 6 It is a schematic diagram of the three-dimensional structure of the tension frame of the present invention; Figure 7 It is a schematic diagram of the three-dimensional structure of the sliding plate of the present invention; Figure 8 It is a three-dimensional structural cross-sectional view of the fixing plate of the present invention; Fig. 9 It is a three-dimensional structural cross-sectional view of the sliding plate of the present invention.

[0017] Parts names and serial numbers in the figure: 1-base, 11-first bolt, 101-slide, 102-support rod, 103-fixed plate, 104-connecting seat, 1041-second bolt, 105-connecting rod, 3-extrusion block, 301-sliding ring, 302-first hydraulic telescopic rod, 303-second hydraulic telescopic rod, 304-limiting block, 4-sliding frame, 401-pressure plate, 5-resistance telescopic rod, 501-resistance block, 7-tension frame, 701-third bolt, 8-limiting part, 9-third hydraulic telescopic rod, 901-housing, 902-fourth hydraulic telescopic rod, 903-sliding plate, 10-rotating blade fan, 1001-bump, 1002-fifth hydraulic telescopic rod, 1003-sixth hydraulic telescopic rod. DETAILED DESCRIPTION

[0018] The technical solutions in the embodiments of the present invention are described clearly and completely below. 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.

[0019] During the installation of the existing assembled inclined wall support structure, if the wall is sunken at a certain connection point of the connection seat, the depth to which the bolt can be inserted into the wall will change. If the bolt is completely screwed into the connection seat, after the wall is fitted with the connection seat, the connection point on the connection seat at the sunken wall will lack support. During installation, the bolt and the wall will squeeze the connection of the connection seat, causing deformation at the installation point of the connection seat, thereby affecting the supporting strength of the device to the wall.

[0020] Example 1: An inclined wall support structure for prefabricated building construction, referring to Figure 1-Figure 3 As shown, it includes a base 1, the base 1 is detachably connected with four first bolts 11 distributed in a rectangular array, wherein the detachable connection method is a threaded connection, the first bolt 11 is used to connect the base 1 and the ground, the upper side of the base 1 is slidably connected with a slide 101 symmetrically distributed in the front and rear, the symmetrically distributed slides 101 are rotatably connected with a support rod 102, the upper end of the support rod 102 is rotatably connected with a fixing plate 103, the fixing plate 103 is slidably connected with four connecting seats 104 distributed in a rectangular array, the connecting seat 104 is slidably connected with the fixing plate 103 through a sliding mortise and tenon structure, so that the connecting seat 1 04 can only slide up and down along the fixing plate 103, which is used to enhance the connection strength between the connecting seat 104 and the fixing plate 103, thereby preventing the connecting seat 104 and the fixing plate 103 from moving relative to each other in the front-to-back direction. The connecting seat 104 is detachably connected with a second bolt 1041, wherein the detachable connection method is a threaded connection. The second bolt 1041 is used to connect the connecting seat 104 and the wall. Adjacent connecting seats 104 at the same horizontal height are commonly fixed with a connecting rod 105, which is used to make the connecting seats 104 at the same height move up and down synchronously, and the material of the upper middle part of the connecting rod 105 is flexible.

[0021] Reference Figure 2 , Figure 4 and Figure 5As shown, the fixed plate 103 is fixedly connected with the extrusion blocks 3 which are symmetrically distributed front and back, the upper part of the support rod 102 is slidably connected with the sliding ring 301, the extrusion block 3 is extruded and matched with the sliding ring 301, the extrusion block 3 is similar to the eccentric wheel structure, the rotation axis of the extrusion block 3 is located at the lower right position, the right side of the extrusion block 3 is provided with an arc surface, the distance from the arc surface of the extrusion block 3 to its axis gradually increases from right to top, and is used to squeeze the sliding ring 301 during the rotation of the extrusion block 3, the upper part of the support rod 102 is fixedly connected with the first hydraulic telescopic rod 302, the telescopic end of the first hydraulic telescopic rod 302 is fixedly connected with the sliding ring 301, and the right part of the upper side of the base 1 is fixedly connected with the second hydraulic The telescopic rod 303 is pressed, and the first hydraulic telescopic rod 302 is connected to the second hydraulic telescopic rod 303 through a conduit. Hydraulic oil is arranged in the first hydraulic telescopic rod 302, the second hydraulic telescopic rod 303 and the conduit. The telescopic end of the second hydraulic telescopic rod 303 is fixedly connected to the limit block 304, and the slide 101 is squeezed and matched with the limit block 304. When the limit block 304 moves to the right, the two slides 101 gradually move to the right, so that the support rod 102 gradually moves to the right after being squeezed by the wall, and the wall squeezing force on the left side of the support rod 102 is buffered, so as to prevent the slide 101 and the support rod 102 from being damaged due to excessive force after the wall tilts further.

[0022] Reference Figure 2 , Figure 4 and Figure 5 As shown, the right part of the base 1 is slidably connected to the sliding frame 4, and the limit block 304 and the sliding frame 4 are transmitted through a transmission member, wherein the transmission member is composed of two racks and a gear, and the gear is rotatably connected to the base 1, and the two racks are fixed to the limit block 304 and the sliding frame 4 respectively, and the sliding frame 4 is fixed with symmetrically distributed elastic members, wherein the elastic member is a compression spring, and the elastic member is fixed with a pressure plate 401, and the pressure plate 401 is squeezed and matched with the base 1. The pressure plate 401 is initially fitted with the base 1, and as the elastic member accumulates force, the pressure plate 401 gradually squeezes the base 1, which is used to increase the top thrust of the pressure plate 401 on the base 1, and when the base 1 is subjected to a force to move to the right, the base 1 is blocked, thereby preventing the first bolt 11 from being sheared after the base 1 is subjected to force.

[0023] Reference Figure 2 and Figure 6As shown, the base 1 is limitedly and slidingly connected to the resistance telescopic rod 5, a resistance spring is arranged inside the resistance telescopic rod 5, the telescopic end of the resistance telescopic rod 5 is rotatably connected to the support rod 102, and a resistance block 501 distributed in a linear array is fixedly connected to the left side of the upper part of the base 1, the resistance block 501 is squeezed and matched with the fixed part of the resistance telescopic rod 5, the buffering resistance of the resistance block 501 to the fixed part of the resistance telescopic rod 5 is the same as the movement resistance of its telescopic end, when the telescopic end of the resistance telescopic rod 5 is contracted by force, the resistance spring contracts and provides resistance to the movement of the telescopic end of the resistance telescopic rod 5, the resistance telescopic rod 5 as a whole is subjected to the extrusion force, causing its fixed part to move, and the fixed part of the resistance telescopic rod 5 is blocked by all the resistance blocks 501 in turn during the movement, so that the movement of the fixed part of the resistance telescopic rod 5 and the contraction and extension of its telescopic end are synchronized.

[0024] When the operator needs to use the present device to support an inclined wall, the operator places the base 1 near the wall to be supported, then presses the fixing plate 103 against the wall, and then installs the base 1 on the ground through the four first bolts 11. If the wall surface on which the fixing plate 103 is located is uneven and it cannot be fixed, the operator moves the connecting rod 105 up and down so that the connecting rod 105 drives the two adjacent connecting seats 104 to move up and down, thereby changing the height position of the four connection points of the fixing plate 103. After the four connecting seats 104 are adjusted to the flat wall surface, the operator installs the adjacent connecting seats 104 on the wall surface through the second bolts 1041, so that the four connection points of the fixing plate 103 are installed flat on the wall surface, to prevent the connection points of the fixing plate 103 from being deformed when the wall surface is uneven, resulting in different connection strengths at the four connection points of the fixing plate 103, thereby affecting the supporting strength of the present device for the wall.

[0025] In the process of supporting the wall, if the wall has a tendency to tilt further, the resistance telescopic rod 5 supports the support rod 102. After the force of the wall tilting is greater than the supporting force provided by the resistance telescopic rod 5 and the support rod 102, the telescopic end of the resistance telescopic rod 5 is squeezed by the support rod 102 and begins to shrink, and the resistance telescopic rod 5 gradually moves to the left. The resistance block 501 applies resistance to the fixed part of the resistance telescopic rod 5, and the wall further tilts and squeezes the fixed plate 103, causing the fixed plate 103 to rotate. The fixed plate 103 drives the two squeezing blocks 3 thereon to rotate, and the squeezing blocks 3 gradually rotate and squeeze the sliding ring 301 to slide. The sliding ring 301 squeezes the telescopic end of the first hydraulic telescopic rod 302, and the telescopic end of the first hydraulic telescopic rod 302 shrinks and is passed through the conduit. The hydraulic oil therein is squeezed into the second hydraulic telescopic rod 303, so that the telescopic end of the second hydraulic telescopic rod 303 gradually contracts, and the telescopic end of the second hydraulic telescopic rod 303 drives the limit block 304 to move rightward and gradually away from the slide 101. At this time, the wall tilts and squeezes the support rod 102 through the fixed plate 103. The support rod 102 moves to the right by squeezing the two slides 101, and slowly releases part of the wall pressure on the support rod 102, preventing the support rod 102 from being bent or even broken due to excessive force when the wall tilts, and preventing the support rod 102 from sliding to the right due to the influence of the wall tilt, thereby causing the first bolt 11 to be misaligned with the ground, and even causing the first bolt 11 to break due to excessive shear force, resulting in a decrease in the supporting strength of the device for the wall.

[0026] When the limit block 304 moves to the right, the limit block 304 transmits the sliding frame 4 through the transmission member, so that the sliding frame 4 moves to the left and squeezes the two elastic members thereon. The elastic members are compressed and squeeze the adjacent pressure plates 401, thereby increasing the pushing force of the pressure plates 401 on the base 1. When the base 1 is subjected to the force to move to the right, the pressure plate 401 blocks the base 1, thereby preventing the first bolt 11 from being sheared after being subjected to the force.

[0027] When the operator finds that the inclined wall is further tilted, the operator maintains the wall and replaces the device, and then resets the resistance telescopic rod 5, the first hydraulic telescopic rod 302 and the second hydraulic telescopic rod 303 on the replaced device to facilitate the next installation and use.

[0028] Example 2: Based on Example 1, refer to Figure 2 and Figure 6 As shown, a tension frame 7 is also included. The tension frame 7 is arranged on the left part of the base 1. The tension frame 7 is detachably connected with a third bolt 701. The third bolt 701 is used to connect the tension frame 7 and the wall. A limiting portion 8 symmetrically distributed front and back is arranged on the right side of the tension frame 7. The limiting portion 8 is limitedly matched with the base 1. The limiting portion 8 is used to offset the force of the base 1 moving to the right, and the third bolt 701 is used to offset the force of the bottom of the wall moving to the left.

[0029] Before using the device, the left side of the tension frame 7 is pressed against the bottom of the wall, and then the tension frame 7 is installed on the wall through the third bolt 701 .

[0030] When the wall is tilted, a torque is generated around the supporting point, causing the bottom of the wall to gradually move to the left. The wall pulls the third bolt 701 to the left, and the third bolt 701 pulls the base 1 to the left through the tension frame 7 and the two limiting parts 8. The base 1 applies a rightward pulling force to the tension frame 7 through the two limiting parts 8 to prevent the bottom of the wall from moving to the left, thereby enhancing the supporting strength of the device for the wall, and when the two limiting parts 8 are pulled to the left by the wall, the two limiting parts 8 can limit the rightward movement of the base 1, thereby preventing the base 1 from moving to the right and causing the first bolt 11 to be broken due to excessive shear force.

[0031] After the wall tilts, the upper side of the wall moves toward the ground under the influence of gravity. Due to the displacement of the wall, a large overturning moment will be generated, and the supporting structure is generally located at the lower part of the wall. Therefore, compared with the vertical wall, the supporting points required for the tilted wall are higher, and the existing supporting structure cannot adjust the supporting points of the wall in time. This will make it difficult to effectively curb the tilting trend of the wall after it tilts, resulting in the tilted wall continuing to tilt and deform significantly, or even collapse.

[0032] Example 3: Based on Example 2, refer to Figure 2 and Figure 7-Figure 9As shown, it also includes a third hydraulic telescopic rod 9, which is fixedly connected to the upper part of the support rod 102, and the telescopic end of the third hydraulic telescopic rod 9 is fixedly connected to the sliding ring 301, which is used to make the telescopic end of the first hydraulic telescopic rod 302 and the telescopic end of the third hydraulic telescopic rod 9 shrink synchronously when the sliding ring 301 moves. The fixed plate 103 is fixedly connected to the shell 901, and the third hydraulic telescopic rod 9 is connected to the shell 901 through a conduit. The fixed plate 103 is fixedly connected to the fourth hydraulic telescopic rod 902, and the fourth hydraulic telescopic rod 902 is connected to the shell 901 through a conduit. Hydraulic oil is provided in the third hydraulic telescopic rod 9, the shell 901, the fourth hydraulic telescopic rod 902 and the conduit. The connecting positions of the conduit and the conduit of the fourth hydraulic telescopic rod 902 and the shell 901 are both located at the upper part, and the distance between the two connecting positions is greater than the maximum distance between the two blades of the rotary blade fan 10, which is used to drive the rotary blade fan 10 to rotate through the flow of hydraulic oil. The telescopic end of the fourth hydraulic telescopic rod 902 is limitedly slidably connected with a sliding plate 903, and the sliding plate 903 is slidably connected to the fixed plate 103. The left side of the sliding plate 903 and the left side of the fixed plate 103 are both located on the same vertical plane. There is a sliding margin between the telescopic end of the fourth hydraulic telescopic rod 902 and the sliding plate 903, which is used to make the telescopic end of the fourth hydraulic telescopic rod 902 extend a part first without driving the sliding plate 903 to move upward.

[0033] Reference Figure 8 and Fig. 9 As shown, a rotating blade fan 10 is rotatably connected in the housing 901. The rotating blade fan 10 is fixedly connected with two symmetrically distributed rotating shafts, and the rotating shafts are rotatably connected with the adjacent extrusion blocks 3. A torsion spring is fixedly connected between the rotating shaft on the front side of the rotating blade fan 10 and the adjacent extrusion blocks 3. A protrusion 1001 is fixedly connected to the rotating shaft on the rear side of the rotating blade fan 10. A fifth hydraulic telescopic rod 1002 is fixedly connected to the position of the extrusion block 3 near the protrusion 1001. An elastic member is fixedly connected between the telescopic end of the fifth hydraulic telescopic rod 1002 and the adjacent extrusion block 3, wherein the elastic member is a compression spring. The telescopic end of the fifth hydraulic telescopic rod 1002 is squeezed and matched with the protrusion 1001. In the initial state, the telescopic end of the fifth hydraulic telescopic rod 1002 is pressed by the protrusion 100 1 is squeezed and is in a contracted state. When the rotary blade 10 rotates, the convex block 1001 rotates and loses squeezing the telescopic end of the fifth hydraulic telescopic rod 1002. The fixed plate 103 is fixedly connected with the sixth hydraulic telescopic rod 1003. The sixth hydraulic telescopic rod 1003 is communicated with the fifth hydraulic telescopic rod 1002 through a conduit. Hydraulic oil is provided in the fifth hydraulic telescopic rod 1002, the sixth hydraulic telescopic rod 1003 and the conduit. The telescopic end of the sixth hydraulic telescopic rod 1003 is fixedly connected with the sliding plate 903. A gap is provided between the sliding plate 903 and the fixed plate 103, which is used to move the sliding plate 903 to the right when the rotary blade 10 rotates, thereby reducing the friction between the sliding plate 903 and the wall when the sliding plate 903 moves.

[0034] When the wall tilts and causes the fixed plate 103 to rotate, the fixed plate 103 drives the two extrusion blocks 3 thereon to rotate, and the extrusion blocks 3 gradually rotate and squeeze the sliding ring 301 to slide, and the sliding ring 301 squeezes the telescopic end of the third hydraulic telescopic rod 9 to contract, and the hydraulic oil in the third hydraulic telescopic rod 9 is squeezed into the fourth hydraulic telescopic rod 902 through its conduit and shell 901 in turn, so that the telescopic end of the fourth hydraulic telescopic rod 902 extends, and the telescopic end of the fourth hydraulic telescopic rod 902 drives the sliding plate 903 to move upward.

[0035] Before the sliding plate 903 moves upward, the telescopic end of the fourth hydraulic telescopic rod 902 first extends a part without driving the sliding plate 903 to move upward. At this time, the hydraulic oil flowing through the shell 901 first drives the rotating blade fan 10 to rotate, so that the torsion spring of the rotating shaft on the front side of the rotating blade fan 10 twists and accumulates force, and the rotating shaft on the rear side of the rotating blade fan 10 drives the protrusion 1001 to rotate, and the protrusion 1001 gradually loses the squeeze on the telescopic end of the fifth hydraulic telescopic rod 1002, and the elastic part of the fifth hydraulic telescopic rod 1002 gradually pops out and drives its telescopic end to extend, and the hydraulic oil in the sixth hydraulic telescopic rod 1003 is extracted from the fifth hydraulic telescopic rod 1002 through the conduit, and the telescopic end of the sixth hydraulic telescopic rod 1003 extends and drives the sliding plate 903 to move to the right, so that there is a temporary gap between the sliding plate 903 and the wall, reducing the friction between the sliding plate 903 and the wall when it moves upward. After a gap is generated between the wall and the sliding plate 903, the telescopic end of the fourth hydraulic telescopic rod 902 moves to fit with the sliding plate 903, and drives the sliding plate 903 to move upward through the above steps, so that the supporting position of the sliding plate 903 moves upward, and after the wall stops tilting and the hydraulic oil in the housing 901 no longer circulates, the torsion spring drives the rotating blade 10 to reset through the rotating shaft on the front side of the rotating blade 10, so that the two rotating shafts of the rotating blade 10 rotate and reset, the protrusion 1001 rotates and resets and squeezes the telescopic end of the fifth hydraulic telescopic rod 1002 to shrink and reset, the elastic part of the fifth hydraulic telescopic rod 1002 resets, so that the telescopic end of the sixth hydraulic telescopic rod 1003 resets, and the sliding plate 903 resets to support the wall, thereby improving the supporting point of the wall, and causing the supporting point of the wall to change relative to its center of gravity, thereby enhancing the supporting strength of the device for the wall after tilting.

[0036] After the wall stops tilting, the telescopic end of the third hydraulic telescopic rod 9 stops contracting, so that the hydraulic oil in the housing 901 no longer flows, and the torsion spring on the rotating shaft of the rotating blade fan 10 is reset, thereby resetting the bump 1001, and the elastic part of the fifth hydraulic telescopic rod 1002 drives its telescopic end to reset, so that the telescopic end of the sixth hydraulic telescopic rod 1003 is reset, and the sliding plate 903 is close to the wall again.

[0037] The above is only a preferred embodiment of the present invention. It should be pointed out that for ordinary technicians in this technical field, several improvements and modifications can be made without departing from the principle of the present invention. These improvements and modifications should also be regarded as the scope of protection of the present invention.

Claims

1. An inclined wall support structure for prefabricated building construction, comprising a base (1), the base (1) being detachably connected to first bolts (11) distributed in a rectangular array, the first bolts (11) being used to connect the base (1) to the ground, the upper side of the base (1) being slidably connected to symmetrically distributed slides (101), the symmetrically distributed slides (101) being rotatably connected to support rods (102), the upper ends of the support rods (102) being rotatably connected to fixing plates (103), It is characterized in that It also includes connecting seats (104) distributed in a rectangular array, the connecting seats (104) distributed in a rectangular array are all slidably connected to the fixing plate (103), the connecting seats (104) are detachably connected to second bolts (1041), the second bolts (1041) are used to connect the connecting seats (104) and the wall, and the adjacent connecting seats (104) at the same horizontal height are fixedly connected to a connecting rod (105) in common.

2. The inclined wall support structure for prefabricated building construction according to claim 1, It is characterized in that The connection seat (104) and the fixing plate (103) are slidably connected via a sliding mortise and tenon structure, so as to enhance the connection strength between the connection seat (104) and the fixing plate (103).

3. The inclined wall support structure for prefabricated building construction according to claim 1, It is characterized in that The fixed plate (103) is fixedly connected with symmetrically distributed extrusion blocks (3); the support rod (102) is slidably connected with a sliding ring (301) near the symmetrically distributed extrusion blocks (3); the extrusion blocks (3) are extrusion-matched with the sliding ring (301); the support rod (102) is fixedly connected with a first hydraulic telescopic rod (302) near the sliding ring (301); the telescopic end of the first hydraulic telescopic rod (302) is fixedly connected with the sliding ring (301); the base (1) is fixedly connected with a second hydraulic telescopic rod (303) near the lower end of the support rod (102); the first hydraulic telescopic rod (302) is connected with the second hydraulic telescopic rod (303) through a conduit; hydraulic oil is provided in the first hydraulic telescopic rod (302), the second hydraulic telescopic rod (303) and the conduit; the telescopic end of the second hydraulic telescopic rod (303) is fixedly connected with a limit block (304); the slide (101) is extrusion-matched with the limit block (304).

4. The inclined wall support structure for prefabricated building construction according to claim 3, It is characterized in that The base (1) is slidably connected to a sliding frame (4) at a position close to the second hydraulic telescopic rod (303); the limit block (304) and the sliding frame (4) are transmitted via a transmission member; the sliding frame (4) is fixedly connected to symmetrically distributed elastic members; the elastic members are fixedly connected to a pressure plate (401); and the pressure plate (401) is extruded and fitted with the base (1).

5. The inclined wall support structure for prefabricated building construction according to claim 4, It is characterized in that The base (1) is connected to a resistance telescopic rod (5) in a limited sliding manner, the telescopic end of the resistance telescopic rod (5) is rotatably connected to the support rod (102), and a resistance block (501) distributed in a linear array is fixedly connected to a position of the base (1) close to the resistance telescopic rod (5), and the resistance block (501) is squeezed and fitted with a fixed portion of the resistance telescopic rod (5).

6. The inclined wall support structure for prefabricated building construction according to claim 5, It is characterized in that A resistance spring is arranged inside the resistance telescopic rod (5), and the buffering resistance of the resistance block (501) to the fixed portion of the resistance telescopic rod (5) is the same as the moving resistance of the telescopic end thereof.

7. The inclined wall support structure for prefabricated building construction according to claim 5, It is characterized in that The invention also comprises a tension frame (7), wherein the tension frame (7) is arranged at a position of the base (1) away from the second hydraulic telescopic rod (303), and a third bolt (701) is detachably connected to the tension frame (7), and the third bolt (701) is used to connect the tension frame (7) and a wall.

8. The inclined wall support structure for prefabricated building construction according to claim 7, It is characterized in that The tension frame (7) is provided with symmetrically distributed limiting portions (8), and the limiting portions (8) are in limiting cooperation with the base (1).

9. The inclined wall support structure for prefabricated building construction according to claim 5, It is characterized in that The device further comprises a third hydraulic telescopic rod (9), the third hydraulic telescopic rod (9) being fixedly connected to a position of the support rod (102) close to the first hydraulic telescopic rod (302), the telescopic end of the third hydraulic telescopic rod (9) being fixedly connected to the sliding ring (301), the fixing plate (103) being fixedly connected to a housing (901), the third hydraulic telescopic rod (9) being connected to the housing (901) via a conduit, the fixing plate (103) being fixedly connected to a fourth hydraulic telescopic rod (902), the fourth hydraulic telescopic rod (902) being connected to the housing (901) via a conduit Hydraulic oil is provided in the third hydraulic telescopic rod (9), the housing (901), the fourth hydraulic telescopic rod (902) and the conduit; the telescopic end of the fourth hydraulic telescopic rod (902) is limitedly slidably connected to a sliding plate (903); the sliding plate (903) is slidably connected to the fixed plate (103); a side of the sliding plate (903) that is used to fit the wall and a side of the fixed plate (103) that is used to fit the wall are both located on the same vertical plane; and a sliding margin exists between the telescopic end of the fourth hydraulic telescopic rod (902) and the sliding plate (903).

10. The inclined wall support structure for prefabricated building construction according to claim 9, It is characterized in that A rotating blade (10) is rotatably connected inside the housing (901). The rotating blade (10) is fixedly connected to a symmetrically distributed rotating shaft, and the rotating shaft is rotatably connected to the adjacent extrusion block (3). A torsion spring is fixedly connected between the rotating shaft on one side of the rotating blade (10) and the adjacent extrusion block (3). The rotating shaft of the rotating blade (10) is fixedly connected to a protrusion (1001). A fifth hydraulic telescopic rod (1002) is fixedly connected to a position of the extrusion block (3) near the protrusion (1001). An elastic member is fixedly connected between the telescopic end of the fifth hydraulic telescopic rod (1002) and the adjacent extrusion block (3). The telescopic end of the fifth hydraulic telescopic rod (1002) is squeezed and matched with the protrusion (1001); the fixed plate (103) is fixedly connected with a sixth hydraulic telescopic rod (1003); the sixth hydraulic telescopic rod (1003) is connected with the fifth hydraulic telescopic rod (1002) through a conduit; hydraulic oil is provided in the fifth hydraulic telescopic rod (1002), the sixth hydraulic telescopic rod (1003) and the conduit; the telescopic end of the sixth hydraulic telescopic rod (1003) is fixedly connected with the sliding plate (903); a gap is provided between the sliding plate (903) and the fixed plate (103).

Citation Information

Cited By

  • Building construction supporting equipment

    CN119825167A

  • A building construction support apparatus

    CN119825167B