A wall building machine hoist form structure

Abstract

This invention provides a wall-building machine hoisting template structure, relating to the field of foundation pit reinforcement template technology. It includes a foundation pit template component with two isolation auxiliary components installed on it. The two isolation auxiliary components are symmetrically arranged. A hoisting connector is installed on the foundation pit template component, used to control the rotation of the two isolation auxiliary components. Two rows of anchor bolt connectors are installed on the foundation pit template component, used to connect pre-placed anchor bolts. Pressure-applying components are installed on each of the two rows of anchor bolt connectors. The hoisting connectors automatically control the rotation of the isolation auxiliary components during the hoisting of the foundation pit template component, causing ball bearings to protrude from the inner template for hoisting protection. This solves the problem that current wall-building machine hoisting template structures are not convenient for automatic isolation protection during template hoisting, easily leading to wear of the release coating on the inner side of the template and affecting subsequent demolding.

Description

Technical Field

[0001] This invention relates to the field of foundation pit reinforcement formwork technology, and in particular to a formwork structure for hoisting a wall-building machine. Background Technology

[0002] In actual construction of foundation pits in mountainous and plateau areas, there are numerous retaining walls between piles. These walls are mainly constructed by pouring concrete between the reinforcing piles on the perimeter of the foundation pit to achieve reinforcement. Since the retaining wall structures are basically identical, with repetitive components in both the horizontal and vertical directions, they exhibit characteristics of industrialized assembly line construction. The formwork can be hoisted and transported above the capping beam of the reinforcing piles using a wall-building machine. However, when using wall-building machines to hoist and transport formwork, the machines typically only allow for lateral movement. Combined with wind force and the swaying during hoisting and transport, the inner side of the formwork is prone to collision and friction with the already poured retaining wall. This wears down the formwork and can also damage the release coating on the inner side of the formwork, affecting subsequent demolding and making it difficult to automatically isolate and protect the formwork during hoisting. Furthermore, because the anchor bolt connectors of the formwork create a pit that needs to be filled with cement laterally, this pit usually lacks anti-slip properties to facilitate formwork demolding and disassembly. It requires manual roughening of the inner side of the pit, increasing the workload and making it difficult to create an anti-slip pit in one go. Summary of the Invention

[0003] This disclosure relates to a wall-building machine hoisting template structure to solve the problem that current wall-building machine hoisting template structures are not convenient for automatic isolation and protection during template hoisting, which easily leads to wear of the demolding coating on the inner side of the template and affects subsequent demolding.

[0004] In a first aspect, this disclosure provides a wall-building machine hoisting template structure, specifically including a foundation pit template component. Two isolation auxiliary components are installed on the foundation pit template component; the two isolation auxiliary components are symmetrically arranged; a hoisting connector is installed on the foundation pit template component; the hoisting connector is used to control the rotation of the two isolation auxiliary components; two rows of anchor bolt connectors are installed on the foundation pit template component; the anchor bolt connectors are used to connect pre-placed anchor bolts; pressure-applying components are respectively installed on the two rows of anchor bolt connectors; the foundation pit template component includes: an inner template, connecting plates, and an inner steel frame; two connecting plates are fixedly installed on the upper and lower sides of the inner template, and each connecting plate has a through hole; a release agent is applied to the side of the inner template; an inner steel frame is fixedly installed on the inner side of the inner template, and the inner steel frame is a steel frame; two lifting rings are provided on the inner template.

[0005] In at least some embodiments, the foundation pit template further includes: a cover plate, on which the cover plate is fixedly installed and on the inner template, and the cover plate is fixedly installed on the inner steel frame; through holes on the connecting plate are used for bolts to pass through; and the inner template is used to form the foundation pit retaining wall.

[0006] In at least some embodiments, the isolation auxiliary component includes: a rotating shaft, a rotating head, and ball bearings. The rotating shaft is rotatably mounted on an inner steel frame. The rotating shaft is located inside the inner template. Rotating heads are fixedly mounted at the upper and lower ends of the rotating shaft. Two rotating heads pass through the inner template. Ball bearings are embedded in the two rotating heads, and the two ball bearings protrude from the inner surface of the inner template.

[0007] In at least some embodiments, the isolation auxiliary component further includes: a rotating cylinder and a guide spiral groove, wherein the rotating cylinder is fixedly sleeved on the rotating shaft, and the rotating cylinder is provided with a guide spiral groove, and the guide spiral groove has a spiral structure.

[0008] In at least some embodiments, the hoisting connector includes: a lifting column, a shifting column, and connecting rods. Two lifting columns are provided, each with a hexagonal structure. Each of the two lifting columns has a lifting ring. The two lifting columns are slidably mounted on an inner steel frame. Each of the two lifting columns passes through an inner template. Two connecting rods are fixedly installed on each of the two lifting columns, and both connecting rods pass through the inner steel frame. The lifting rings on the two lifting columns are used to connect with the hooks of the wall-building machine. Each of the two lifting columns has a shifting column fixedly installed at its end, and the ends of the two shifting columns are arc-shaped structures. The ends of the shifting columns are located within guide spiral grooves.

[0009] In at least some embodiments, the hoisting connector further includes: a return spring, with a return spring respectively fitted on each of the two lifting columns; one end of each of the two return springs is fixedly connected to the two lifting columns, and the other end of each of the two return springs is fixedly connected to the inner steel frame.

[0010] In at least some embodiments, the anchor bolt connector includes: an anchor bolt sleeve, a positioning plate, an inner shrinkage groove, and vent holes. The anchor bolt sleeve is inserted into the inner template and passes through the inner steel frame and the cover plate. The front end of the anchor bolt sleeve has a threaded hole. The tail end of the anchor bolt sleeve is fixedly installed with a positioning plate, and a groove is formed on the positioning plate. The front end of the anchor bolt sleeve has a beveled structure. An inner shrinkage groove is formed on the beveled front end of the anchor bolt sleeve, and the inner shrinkage groove has a ring structure. A ring of vent holes is formed on the anchor bolt sleeve, and the ring of vent holes is aligned with the inner shrinkage groove.

[0011] In at least some embodiments, the anchor bolt connector further includes: a positioning bolt and an expansion rubber ring, wherein the positioning bolt is threaded onto the cover plate; the end of the positioning bolt is inserted into a groove on the positioning disc; and an expansion rubber ring is fixedly sleeved on the inner shrinkage groove, and the expansion rubber ring is an annular elastic structure.

[0012] In at least some embodiments, the pressure-applying component includes a pressure-applying screw, which is threadedly connected to the positioning plate.

[0013] In at least some embodiments, the pressure-applying component further includes: a piston rod, wherein the piston rod is fixedly installed at the front end of the pressure-applying screw, and a rubber ring is provided on the outer side of the piston rod; the piston rod is slidably sleeved inside the anchor bolt sleeve; the piston rod is used to control the expansion of the expansion rubber ring.

[0014] This invention provides a wall-building machine for hoisting formwork, which has the following beneficial effects:

[0015] The hoisting connector used in this invention can automatically control the rotation of the isolation auxiliary component during the hoisting of the foundation pit formwork, causing the ball bearings to protrude from the inner formwork for hoisting protection. When hoisting the inner formwork past the already cast retaining wall, it can prevent the inner formwork, after being coated with release agent, from rubbing against and colliding with the already cast retaining wall due to shaking or wind factors during hoisting, thus avoiding damage or wear of the release agent. The manual operation is simple and efficient, and there is no need to set up a cumbersome protective frame. At the same time, the use of lifting columns can also facilitate demolding after the current retaining wall has been cast.

[0016] In addition, the pressure-feeding component can work with the expandable rubber ring on the anchor sleeve to control the inflation of the rubber ring before concrete pouring. This creates an annular groove inside the pit formed at the connection between the anchor sleeve and the pre-installed anchor. This groove prevents the filling cement from falling off or loosening after it has hardened. Furthermore, after the concrete retaining wall is poured and cured, the expansion of the rubber ring can be controlled to ensure smooth demolding and dismantling. Attached Figure Description

[0017] To more clearly illustrate the technical solutions of the embodiments of the present invention, the accompanying drawings of the embodiments will be briefly described below.

[0018] The accompanying drawings described below are only related to some embodiments of the invention and are not intended to limit the invention.

[0019] In the attached diagram:

[0020] Figure 1 This invention provides a schematic diagram of the overall structure of a wall-building machine hoisting template structure.

[0021] Figure 2 This invention provides a schematic diagram of the internal structure of a wall-building machine hoisting template structure.

[0022] Figure 3 This application shows an overall structural cross-sectional view of a wall-building machine hoisting template structure;

[0023] Figure 4 A schematic diagram of the overall structure of the isolation auxiliary component of this application is shown;

[0024] Figure 5 A schematic diagram of the overall structure of the hoisting connector of this application is shown;

[0025] Figure 6 This application shows Figure 2 Enlarged view of the structure of region B in the middle;

[0026] Figure 7 This application shows Figure 5 Enlarged view of the structure of region C in the middle;

[0027] Figure 8 This application shows Figure 1 Enlarged view of the structure of region D in the middle;

[0028] Figure 9 A schematic diagram showing the installation position of the expansion rubber ring of this application is provided;

[0029] Figure 10 A schematic diagram showing the location of the recessed allowance groove in this application is provided.

[0030] Figure 11 A schematic diagram of the recess formed on the retaining wall after the anchor sleeve of this application is removed from the pre-installed anchor is shown.

[0031] List of reference numerals

[0032] 1. Foundation pit formwork components; 101. Inner formwork; 1011. Connecting plate; 1012. Inner steel frame; 102. Cover plate; 2. Isolation auxiliary components; 201. Rotating shaft; 202. Rotating head; 203. Ball bearing; 204. Rotating cylinder; 2041. Guide spiral groove; 3. Lifting connection components; 301. Lifting column; 3011. Actuating column; 302. Connecting rod; 303. Return spring; 4. Anchor bolt connection components; 401. Anchor bolt sleeve; 4011. Positioning plate; 4012. Inner shrinkage allowance groove; 4013. Vent hole; 402. Positioning bolt; 403. Expansion rubber ring; 5. Pressure application components; 501. Pressure application screw; 502. Piston column. Detailed Implementation

[0033] To make the objectives, technical solutions, and advantages of the embodiments of the present invention clearer, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of the present invention. Based on the described embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0034] Example 1: Please refer to Figures 1 to 11 :

[0035] This invention proposes a wall-building machine hoisting template structure, including a foundation pit template component 1, on which two isolation auxiliary components 2 are installed; the two isolation auxiliary components 2 are symmetrically arranged; a hoisting connector 3 is installed on the foundation pit template component 1; the hoisting connector 3 is used to control the rotation of the two isolation auxiliary components 2; two rows of anchor bolt connectors 4 are installed on the foundation pit template component 1; the anchor bolt connectors 4 are used to connect pre-placed anchor bolts; pressure-applying components 5 are respectively installed on the two rows of anchor bolt connectors 4; the foundation pit template component 1 includes: an inner template 101, connecting plates 1011, and an inner steel frame 1012; two connecting plates 1011 are fixedly installed on the upper and lower sides of the inner template 101, and the two connecting plates 1011 are respectively provided with through holes; a release agent is applied to the side of the inner template 101; an inner steel frame 1012 is fixedly installed on the inner side of the inner template 101, and the inner steel frame 1012 is a steel frame; two lifting rings are provided on the inner template 101.

[0036] In this embodiment, the foundation pit template 1 further includes: a cover plate 102, which is fixedly installed on the inner template 101 and on the inner steel frame 1012; through holes on the connecting plate 1011 for bolts to pass through; the inner template 101 for forming the foundation pit wall; the isolation auxiliary component 2 includes: a rotating shaft 201, a rotating head 202, and ball bearings 203, the rotating shaft 201 being rotatably installed on the inner steel frame 1012; the rotating shaft 201 being located inside the inner template 101; the upper and lower ends of the rotating shaft 201 are divided into... Two rotating heads 202 are fixedly installed; two rotating heads 202 pass through the inner template 101 respectively; two rotating heads 202 are respectively embedded with ball bearings 203, and the two ball bearings 203 protrude from the inner surface of the inner template 101 respectively; the isolation auxiliary component 2 also includes: a rotating cylinder 204 and a guide spiral groove 2041, the rotating cylinder 204 is fixedly sleeved on the rotating shaft 201, and the rotating cylinder 204 is provided with a guide spiral groove 2041, and the guide spiral groove 2041 is a spiral structure; the hoisting connector 3 includes: a lifting mechanism The system comprises columns 301, actuating columns 3011, and connecting rods 302. Two lifting columns 301 are provided, each with a hexagonal structure. Each of the two lifting columns 301 has a lifting ring. The two lifting columns 301 are slidably mounted on the inner steel frame 1012. Each of the two lifting columns 301 passes through the inner template 101. Two connecting rods 302 are fixedly installed on each of the two lifting columns 301, and each of the two connecting rods 302 passes through the inner steel frame 1012. The lifting rings on the two lifting columns 301 are used for connection with the wall-building machine. The hooks are connected; two lifting columns 301 are respectively fixedly installed with actuating columns 3011, and the ends of the two actuating columns 3011 are respectively arc-shaped structures; the ends of the actuating columns 3011 are located in the guide spiral groove 2041; the lifting connector 3 also includes: a return spring 303, and a return spring 303 is respectively sleeved on the two lifting columns 301; one end of the two return springs 303 is respectively fixedly connected to the two lifting columns 301, and the other end of the two return springs 303 is respectively fixedly connected to the inner steel frame 1012;The use of hoisting connector 3 allows for automatic control of the rotation of isolation auxiliary component 2 during the hoisting of the foundation pit formwork component 1. This rotation causes the ball bearing 203 to protrude from the inner formwork 101 for hoisting protection. When hoisting the inner formwork 101 past the already cast retaining wall, it prevents the inner formwork 101, after being coated with release agent, from rubbing against and colliding with the cast retaining wall due to shaking during hoisting or wind factors, thus avoiding damage or wear of the release agent and subsequent difficulties in demolding. Furthermore, this structure automatically retracts the isolation auxiliary component 2 upon completion of hoisting the inner formwork 101, preventing it from protruding further. This simplifies manual operation and improves efficiency. With high efficiency and no need for cumbersome protective frames, the inner formwork 101 utilizes its own weight. When the lifting column 301 is lifted by the hook, it can drive the actuating column 3011 to move the guide spiral groove 2041, controlling the rotation of the rotating shaft 201. This causes the rotating head 202 and the ball bearings 203 to protrude from the inner formwork 101. If the inner formwork 101 approaches the already cast retaining wall due to shaking or wind, the ball bearings 203 will first come into contact with the surface of the retaining wall, preventing damage to the inner formwork 101. The ball bearings 203 automatically extend to isolate during lifting and automatically retract during lowering. The mechanical structure control is simpler and more reliable, requiring no manual operation and achieving automatic protection during lifting.

[0037] The use of lifting column 301 also facilitates demolding after the retaining wall at the current position has been poured and formed, reducing the difficulty of demolding. When the lifting column 301 drives the actuating column 3011 to move upward, it will actuate the guide spiral groove 2041 and control the rotation of the rotating shaft 201. When the rotating head 202 rotates and approaches the adjacent already formed retaining wall or reinforcing pile, the rotating head 202 will be blocked, thereby applying an outward pushing force to the inner formwork 101 to promote its demolding. The structure is more functional and realizes hoisting protection and assisted demolding.

[0038] In this embodiment, the anchor bolt connector 4 includes: an anchor bolt sleeve 401, a positioning plate 4011, an inner shrinkage groove 4012, and a vent hole 4013. The anchor bolt sleeve 401 is inserted into the inner template 101 and passes through the inner steel frame 1012 and the cover plate 102. The front end of the anchor bolt sleeve 401 is provided with a threaded hole. The positioning plate 4011 is fixedly installed at the rear end of the anchor bolt sleeve 401, and a groove is formed on the positioning plate 4011. The front end of the anchor bolt sleeve 401 has a beveled structure. An inner shrinkage groove 4012 is formed at the beveled front end of the anchor bolt sleeve 401, and the inner shrinkage groove 4012 has a ring structure. A ring of vent holes 4013 is provided on the upper part, and the ring of vent holes 4013 are respectively aligned with the inner shrinkage allowance groove 4012; the anchor bolt connector 4 also includes: a positioning bolt 402 and an expansion rubber ring 403. The positioning bolt 402 is threadedly connected to the cover plate 102; the end of the positioning bolt 402 is inserted into the groove on the positioning plate 4011; the expansion rubber ring 403 is fixedly sleeved on the inner shrinkage allowance groove 4012, and the expansion rubber ring 403 is a ring elastic structure; the anchor bolt sleeve 401 can be quickly connected to the pre-installed anchor bolt, and the positioning bolt 402 can further prevent the anchor bolt sleeve 401 from loosening, thereby improving the installation stability of the inner template 101.

[0039] In Example 2, based on Example 1, the pressure-applying component 5 includes: a pressure-applying screw 501, which is threadedly connected to the positioning plate 4011; the pressure-applying component 5 also includes: a piston rod 502, which is fixedly installed at the front end of the pressure-applying screw 501, and a rubber ring is provided on the outer side of the piston rod 502; the piston rod 502 is slidably sleeved inside the anchor rod sleeve 401; the piston rod 502 is used to control the expansion of the expansion rubber ring 403; the pressure-applying component 5 can cooperate with the expandable expansion rubber ring 403 on the anchor rod sleeve 401 to control the inflation and expansion of the expansion rubber ring 403 before concrete pouring, forming an annular groove inside the pit formed at the connection between the anchor rod sleeve 401 and the pre-placed anchor rod, as shown in the attached figure. Figure 11 As shown, during subsequent cement filling, it plays a role in preventing detachment, avoiding the cement from falling off or loosening after curing, making the overall structural design more reasonable. At the same time, after the concrete retaining wall is poured and cured, the expansion rubber ring 403 can be controlled to shrink, without affecting the smooth demolding, and there is no need for manual roughening of the pit. The anchor bolt connector 4, together with the pressure fitting 5, automatically forms an annular anti-slip groove in the anchor bolt hole pit, forming an anchoring pit with anti-slip structure in one step.

[0040] The working principle of this embodiment is as follows: The bottom inner formwork 101 can be directly hoisted to the bottom of the foundation pit. After the pouring of this layer is completed, the inner formwork 101 to be installed can be placed on the inner formwork 101 already installed below. The bolts are passed through the through holes on the two adjacent connecting plates 1011 to make a tight connection, which increases stability. The inner formwork 101 is installed layer by layer in this way, and the pouring construction is carried out at the same time. After the vertical row of inner formwork 101 is poured, the wall-building machine can be used to control the horizontal movement of one inner formwork 101 width to continue the pouring construction, thereby realizing the continuous construction of the foundation pit retaining wall.

[0041] The specific hoisting method is as follows: When template installation is required, first apply a release agent to the inner template 101, anchor sleeve 401, and expansion rubber ring 403. Then, hang the hook of the wall-building machine on the lifting rings of the two lifting columns 301. As the inner template 101 is lifted, its own weight causes the two lifting columns 301 to slide upwards, compressing the two return springs 303. At this point, the actuating column 3011 can move upwards, actuating the guide spiral groove 2041, causing the rotating cylinder 204 and the rotating shaft 201 to rotate. The rotating head 202 will then rotate together, causing the ball bearings 203 to protrude from the inner template 101. If the inner template 101 shakes... Due to wind or other factors, when approaching an already cast retaining wall, the ball bearing 203 will first adhere to the retaining wall surface, preventing damage to the inner formwork 101. The inner formwork 101 is first hoisted to the ground or above existing inner formwork 101 below, completing the hoisting work. Then, the inner formwork 101 can be temporarily placed and manually supported. The hook of the wall-building machine is changed from the lifting ring on the lifting column 301 to the lifting ring attached to the inner formwork 101. At this point, the position of the inner formwork 101 can be adjusted using the wall-building machine to facilitate precise alignment of the anchor sleeve 401 with the pre-installed anchor rod. When the lifting column 301 is no longer pulled by the hook, the inner formwork 101 is then... Under the elastic pushing action of the positioning spring 303, the actuating column 3011 can move down to rotate and reset the guide spiral groove 2041, causing the ball bearing 203 to no longer block the front of the inner template 101, allowing normal installation work to proceed. The inner template 101 needs to be supported and anchored by pre-installed anchor rods on the pit wall. During anchoring, each anchor rod sleeve 401 needs to be inserted into the inner template 101, and then the front end of each anchor rod sleeve 401 is screwed into the end of the pre-installed anchor rod to achieve the connection. The anchor rod sleeve 401 can be manually rotated and adjusted to its position on the pre-installed anchor rod by connecting the positioning plate 4011 with a wrench. After measuring and determining the position, the inner template 101 is kept in place. The template 101 can be attached to the two sides of the already cast retaining wall or side template. If the spacing between the reinforcing piles is small, the inner template 101 can be directly attached between two adjacent reinforcing piles for casting. The positioning bolts 402 can be manually installed on the cover plate 102 with a wrench. Each positioning bolt 402 is screwed into the groove on the corresponding positioning plate 4011 to lock the positioning plate 4011 and prevent it from loosening. Then, each pressure screw 501 is manually rotated to drive the piston column 502 forward. The air pressure is transmitted through the vent 4013 to inflate the expansion rubber ring 403. At this time, the expansion rubber ring 403 will expand.

[0042] Then, concrete pouring can begin. After pouring, once the concrete reaches the designed curing strength, each pressure screw 501 can be manually rotated again to drive the piston column 502 to move backward. At this time, the expansion rubber ring 403 will retract into the inner shrinkage groove 4012, returning to a non-protruding state, making it easier to pull the anchor sleeve 401 out of the formed retaining wall. At this time, an annular groove is formed inside the pit formed at the connection between the anchor sleeve 401 and the pre-placed anchor, which can then be filled with cement. The expansion and shaping of the expansion rubber ring 403 and its shrinkage demolding are controlled by the pressure screw 501 driving the piston column 502 forward, which is precise and controllable, with a simple structure and easy on-site operation.

[0043] During demolding, the positioning bolts 402 and anchor sleeves 401 are unscrewed in sequence, and then the connecting bolts on the connecting plates 1011 are removed to prevent them from interfering with the demolding operation. Then, the hook of the wall-building machine can be attached to the lifting ring on the lifting column 301, and the inner template 101 can be lifted again. At this time, the lifting column 301 moves up first, and the guide spiral groove 2041 is moved again by the moving column 3011. At this time, the rotating head 202 rotates again, driving the ball bearing 203 to push against the outer wall of the adjacent solidified retaining wall. At this time, the inner template 101 is subjected to an outward pushing force, thereby playing a role in assisting demolding.

[0044] The following points should be noted in this article:

[0045] 1. The accompanying drawings of the embodiments disclosed herein only relate to the structures involved in the embodiments disclosed herein; other structures can be referred to in general design.

[0046] 2. Where there is no conflict, the embodiments of this disclosure and the features in the embodiments can be combined with each other to obtain new embodiments.

[0047] The above are merely specific embodiments of this disclosure, but the scope of protection of this disclosure is not limited thereto. Any changes or substitutions that can be easily conceived by those skilled in the art within the scope of the technology disclosed in this disclosure should be included within the scope of protection of this disclosure.

Claims

1. A wall-building machine hoisting formwork structure, comprising a foundation pit formwork component (1), wherein two isolation auxiliary components (2) are installed on the foundation pit formwork component (1); characterized in that: The two isolation auxiliary components (2) are symmetrically arranged; a hoisting connector (3) is installed on the foundation pit template component (1); the hoisting connector (3) is used to control the rotation of the two isolation auxiliary components (2); Two rows of anchor bolt connectors (4) are installed on the foundation pit template (1); the anchor bolt connectors (4) are used to connect pre-installed anchor bolts; Pressure-applying components (5) are respectively installed on the two rows of anchor bolt connectors (4); The foundation pit formwork component (1) includes: an inner formwork (101), a connecting plate (1011), and an inner steel frame (1012). Two connecting plates (1011) are fixedly installed on the upper and lower sides of the inner formwork (101); an inner steel frame (1012) is fixedly installed on the inner side of the inner formwork (101); and two lifting rings are provided on the inner formwork (101).

2. The wall-building machine hoisting template structure according to claim 1, characterized in that, The foundation pit template component (1) further includes: a cover plate (102), which is fixedly installed on the inner template (101) and the cover plate (102) is fixedly installed on the inner steel frame (1012).

3. The wall-building machine hoisting template structure according to claim 1, characterized in that, The isolation auxiliary component (2) includes: a rotating shaft (201), a rotating head (202), and a ball bearing (203). The rotating shaft (201) is rotatably mounted on the inner steel frame (1012). The rotating shaft (201) is located inside the inner template (101). The rotating head (202) is fixedly mounted on the upper and lower ends of the rotating shaft (201). The two rotating heads (202) pass through the inner template (101) respectively. The two rotating heads (202) are respectively embedded with ball bearings (203).

4. The wall-building machine hoisting template structure according to claim 3, characterized in that, The isolation auxiliary component (2) further includes: a rotating cylinder (204) and a guide spiral groove (2041). The rotating cylinder (204) is fixedly sleeved on the rotating shaft (201), and the rotating cylinder (204) is provided with a guide spiral groove (2041), which is a spiral structure.

5. A wall-building machine hoisting template structure according to claim 4, characterized in that, The hoisting connector (3) includes: a lifting column (301), a moving column (3011), and a connecting rod (302). There are two lifting columns (301), each of which is hexagonal. Each of the two lifting columns (301) is provided with a lifting ring. The two lifting columns (301) are slidably installed on the inner steel frame (1012). The two lifting columns (301) pass through the inner template (101). Two connecting rods (302) are fixedly installed on the two lifting columns (301), and the two connecting rods (302) pass through the inner steel frame (1012). A moving column (3011) is fixedly installed on each of the two lifting columns (301), and the ends of the two moving columns (3011) are arc-shaped. The ends of the moving columns (3011) are located in the guide spiral groove (2041).

6. The wall-building machine hoisting template structure according to claim 5, characterized in that, The hoisting connector (3) further includes: a return spring (303), and a return spring (303) is respectively fitted on the two lifting columns (301); one end of the two return springs (303) is fixedly connected to the two lifting columns (301), and the other end of the two return springs (303) is fixedly connected to the inner steel frame (1012).

7. A wall-building machine hoisting template structure according to claim 2, characterized in that, The anchor bolt connector (4) includes: an anchor bolt sleeve (401), a positioning plate (4011), an inner recessed allowance groove (4012), and a vent hole (4013). The anchor bolt sleeve (401) is inserted into the inner template (101) and passes through the inner steel frame (1012) and the cover plate (102). The front end of the anchor bolt sleeve (401) is provided with a threaded hole. The positioning plate is fixedly installed at the rear end of the anchor bolt sleeve (401). (4011), and a groove is provided on the positioning plate (4011); the front end of the anchor sleeve (401) is a beveled structure; an inner shrinkage allowance groove (4012) is provided on the beveled front end of the anchor sleeve (401), and the inner shrinkage allowance groove (4012) is a ring structure; a ring of vent holes (4013) is provided on the anchor sleeve (401), and the ring of vent holes (4013) is aligned with the inner shrinkage allowance groove (4012).

8. The wall-building machine hoisting template structure according to claim 7, characterized in that, The anchor bolt connector (4) further includes: a positioning bolt (402) and an expansion rubber ring (403). The positioning bolt (402) is threaded onto the cover plate (102). The end of the positioning bolt (402) is inserted into a groove on the positioning disc (4011). An expansion rubber ring (403) is fixedly sleeved on the inner shrinkage allowance groove (4012), and the expansion rubber ring (403) is an annular elastic structure.

9. A wall-building machine hoisting template structure according to claim 8, characterized in that, The pressure-applying component (5) includes a pressure-applying screw (501), which is threadedly connected to the positioning plate (4011).

10. A wall-building machine hoisting template structure according to claim 9, characterized in that, The pressure-applying component (5) further includes: a piston column (502), the piston column (502) is fixedly installed at the front end of the pressure-applying screw (501), and a rubber ring is provided on the outside of the piston column (502); the piston column (502) is slidably sleeved inside the anchor bolt sleeve (401); the piston column (502) is used to control the expansion of the expansion rubber ring (403).

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