CN111236627A

CN111236627A - High wall body concrete once only pours shaping template

Info

Publication number: CN111236627A
Application number: CN202010056939.5A
Authority: CN
Inventors: 朱珉; 寿炳康; 王式金; 陈金龙; 卢遥
Original assignee: Zhejiang Provincial Yijian Construction Group Ltd
Current assignee: Zhejiang Provincial Yijian Construction Group Ltd
Priority date: 2020-01-16
Filing date: 2020-01-16
Publication date: 2020-06-05

Abstract

The invention provides a high wall concrete one-time pouring forming template. The high wall concrete one-time pouring forming template comprises a template; the connecting structure comprises a connecting column and a rotating column; the heightening structure comprises a heightening plate and a connecting hole; a screw structure comprising a first screw and a second screw; the propelling structure comprises a turntable, a propelling ring and a first roller; the supporting structure comprises a connecting disc, a rotating groove, a sliding groove, a limiting column, a second spring, a limiting sheet and a limiting groove; the linkage structure comprises a screw rod, a lantern ring, an anti-drop ring, a second roller and a grout stop plug; distance limiting pipe. The high wall concrete one-time pouring forming template provided by the invention has the advantages of one-time modeling, convenience in adjusting the verticality among the templates and effective prevention of mold expansion of the ultrahigh template.

Description

High wall body concrete once only pours shaping template

Technical Field

The invention relates to the technical field of concrete pouring, in particular to a high wall concrete one-time pouring forming template.

Background

The concrete template refers to a whole set of construction system of a newly cast concrete forming template and a supporting template, the classification of the templates has various different grading methods, and the templates are divided into a plane template and a curved surface template according to the shapes; the bearing template and the non-bearing template are divided according to the stress condition.

At present, when a high wall body is poured, a plurality of templates are required to be spliced together for use, different numbers are marked on the templates, for the wall body with the same size, a user needs to remember the sequence of marks on the templates, when a new wall body with the same size is poured, the templates with the same numbers as the former templates are firstly found and then spliced together in sequence, so that pouring can be performed, but the marks on the templates are not clear due to abrasion after the templates are used for a long time, the normal use is influenced, when the templates are transferred and carried, the sequence of the templates is difficult to avoid being disturbed, and when the templates with the same sequence need to be used again, the templates need to be searched again, and are spliced again, so that time; moreover, the height of the general high-wall one-step molding pouring template is usually lower than that of the wall, so that the template with the corresponding size needs to be cut again, and the workload is increased; the condition of the mould that expands appears in high wall body one shot forming pouring template easily usually to there are many tie bolts on the template, because the wall body is higher, its template that corresponds is also higher, and the screw on tightening the tie bolt one by one makes and keeps the requirement distance between the interior outer template, and the process is complicated and inevitable error appearing, leads to the distance between interior outer template to differ, influences the straightness that hangs down of template, causes the mould that expands moreover easily.

Therefore, there is a need to provide a new high wall concrete one-time pouring forming template to solve the above technical problems.

Disclosure of Invention

In order to solve the technical problems, the invention provides the high-wall concrete one-time pouring forming template which can be used for modeling at one time, is convenient for adjusting the verticality among the templates and effectively prevents the ultrahigh template from expanding.

The invention provides a high wall concrete one-time pouring forming template, which comprises: a template; the connecting structure is fixed on two sides of the template and comprises connecting columns and rotating columns, the two connecting columns are fixed on one side wall of the template, the two rotating columns are fixed on the other side wall of the template, and the connecting columns are rotatably connected with the rotating columns; the heightening structure is rotatably connected with the top surface of the template and comprises a heightening plate and a connecting hole, the bottom surface of the heightening plate is rotatably connected with the top surface of the template, the bottom surface of the other heightening plate is rotatably connected with the top surface of the heightening plate, and the connecting hole penetrates through the template and the heightening plate; the screw structure is in threaded connection with the connecting hole and comprises a first screw and a second screw, the first screw is in threaded connection with the connecting hole in the template, and the second screw is in threaded connection with the connecting hole in the template and the heightening plate; the propelling structure is in threaded connection with the first screw rod and comprises a rotary disc, a propelling ring and a first roller wheel, the inner wall of the propelling ring is in threaded connection with the first screw rod, the rotary disc is fixed on the top surface of the propelling ring, and the first roller wheel is mounted at the bottom end of the propelling ring; the supporting structure is rotatably connected with the outer wall of the propelling ring and comprises a connecting disc, a rotating groove, a sliding groove, a limiting column, a second spring, a limiting sheet and a limiting groove, the inner wall of the connecting disc is rotatably connected with the outer wall of the propelling ring, the first roller is connected with the inner part of the bottom end of the connecting disc in a rolling way, the side wall of the bottom end of the connecting disc is provided with a rotating groove, the sliding groove is arranged on the top surface of the connecting disc, the limiting column is connected in the sliding groove in a sliding way, the spring is sleeved on the side wall of the limiting column, the top end of the second spring is arranged in the sliding groove, the two limiting pieces are symmetrically fixed at the bottom end of the limiting column, the limiting groove is formed in the inner wall of the rotating groove, and the bottom end of the limiting column is connected with the limiting piece and the limiting groove in a clamping mode; the linkage structure is rotationally connected to the inside of the rotating groove and comprises a screw rod, a sleeve ring, an anti-falling ring, a second roller and a grout stop plug, one end of the screw rod is rotationally connected to the inside of the rotating groove, the sleeve ring is fixed to the other end of the screw rod and is in sliding connection with the second screw rod, the anti-falling ring is in threaded connection with the second screw rod, the second roller is installed on the top surface and the bottom surface of one end of the screw rod and is in rolling connection with the inner wall of the rotating groove, and the grout stop plug is sleeved on the side wall of the second screw rod; and the distance limiting pipe is sleeved on the side walls of the first screw rod and the second screw rod, and two ends of the distance limiting pipe are abutted against the inner wall of the template.

Preferably, it still includes ball, first spring and blocks the piece to increase the structure, the ball install in increase the bottom surface of board, two the one end symmetry of first spring install in inside the top of template with inside the top that increases the board, two block the piece and install respectively in two the other end of spring, just the ball is contradicted block the piece.

Preferably, the limiting column penetrates through one end of the screw rod, and the limiting column is connected with the inside of one end of the screw rod in a sliding mode.

Preferably, the distance from the second roller at the bottom end of the screw rod to the bottom end of the screw rod is equal to the depth of the limiting groove.

Preferably, one end of the grout stopping plug is arranged in the template, and the other end of the grout stopping plug abuts against the side wall of the lantern ring.

Preferably, the inner diameter of the distance limiting pipe sleeved on the side wall of the first screw is larger than the diameter of the first screw, the inner diameter of the distance limiting pipe sleeved on the side wall of the second screw is larger than the diameter of the second screw, and one end of the distance limiting pipe is installed on the inner wall of the template.

Preferably, the section of the propelling ring is in an L-shaped structure, and the inner diameter of the propelling ring is equal to the diameter of the first screw.

Compared with the prior art, the high wall concrete one-time pouring forming template provided by the invention has the following beneficial effects:

the invention provides a high wall concrete one-time pouring forming template, wherein a rotating column on one template side wall is sleeved on a rotating column on the other template side wall in sequence according to the size of a poured wall, the rotating columns are spliced until the required size is met, when the height of the wall to be poured is larger than that of the template, a heightening plate and the template are rotated to be positioned on the same plane until the required height of the template is increased, and then a second screw rod penetrates through a connecting hole in the heightening plate; after the inner and outer formworks are fixed, the first screw rod and the second screw rod are placed into the connecting hole, the inner and outer formworks are connected, the distance limiting pipe is sleeved outside the first screw rod and the second screw rod, the distance between each part of the formworks can be kept consistent by the distance limiting pipe, the flatness of a poured wall body is guaranteed, and meanwhile, when the formworks are dismounted, the distance limiting pipe can block concrete, so that the first screw rod and the human screw rod can be conveniently drawn out; after the first screw and the second screw are installed, respectively sleeving the four connecting discs and the four pushing rings at two ends of the two first screws, pulling the limiting column outwards, compressing the second spring by the limiting column, driving the limiting sheet at the bottom end to slide out of the limiting groove, separating the limiting sheet from the limiting groove, keeping the limiting column to compress the second spring, rotating the screw rod, rotating the second roller at one end of the screw rod in the rotating groove by taking the connecting discs as the circle center, simultaneously driving the limiting column to rotate together by the screw rod, rotating the limiting column in the sliding groove, adjusting the length of the screw rod to enable the lantern ring at the other end of the screw rod to be sleeved with the second screw rod, loosening the limiting column, and enabling the limiting column to slide inwards under the action of the second spring, the spacing piece slides into the inside of spacing groove once more, makes spacing post is unable to remove, thereby makes the unable rotation of lead screw rotates simultaneously steel reinforcement cage both sides in the template the carousel, the carousel drives impel the ring and rotates, makes the connection pad gos forward together, the connection pad drives the lead screw with lantern ring simultaneous displacement, and the connection pad with the lantern ring extrudees simultaneously the template, polylith that both sides splice together the template is whole to be close to each other, until the inner wall of template conflicts the both ends of gauge length pipe, and the straightness adjustment that hangs down finishes, uses the bearing diagonal to further fixed stay to template 1. The control knob is used for tensioning the split bolts on the templates, so that the workload of workers for tightening the split bolts one by one can be reduced, the displacement error of the templates can be reduced, the templates which are spliced together can synchronously move, the distance among the inner template and the outer template is ensured to be consistent, the verticality of each template is ensured to be consistent, the smoothness of the surface of a cast wall body is improved, and the phenomenon of mold expansion caused by uneven stress during concrete casting can be reduced due to multi-point synchronous limitation; to pouring a plurality of wall bodies of the same size, the user only needs to splice once, during the transport, rotates the template, rotate the post around the spliced pole rotates, the template is overlapped together, the template volume reduces, conveniently transports the next same wall body of waiting to pour, to the wall body of the same size, the template of splicing between can directly use, has avoided the repetitive work of many times of concatenations.

Drawings

Fig. 1 is a schematic structural diagram of a high wall concrete one-time casting form according to a preferred embodiment of the present invention;

FIG. 2 is a schematic cross-sectional view of the support structure shown in FIG. 1;

FIG. 3 is a cross-sectional schematic view of the interface disc shown in FIG. 2;

FIG. 4 is a schematic view of the structure between the templates shown in FIG. 1;

FIG. 5 is a schematic partial cross-sectional view of the booster plate shown in FIG. 1;

FIG. 6 is a schematic cross-sectional view of the second screw of FIG. 1;

FIG. 7 is an enlarged view of portion A of FIG. 1;

FIG. 8 is an enlarged view of the portion B shown in FIG. 1;

fig. 9 is an enlarged schematic view of the portion C shown in fig. 5.

Reference numbers in the figures: 1. the template comprises a template body, 2, a connecting structure, 21, a connecting column, 22, a rotating column, 3, a heightening structure, 31, a heightening plate, 32, a connecting hole, 33, a ball, 34, a first spring, 35, a blocking block, 4, a screw rod structure, 41, a first screw rod, 42, a second screw rod, 5, a pushing structure, 51, a rotary disc, 52, a pushing ring, 53, a first roller, 6, a supporting structure, 61, a connecting disc, 62, a rotating groove, 63, a sliding groove, 64, a limiting column, 65, a second spring, 66, a limiting sheet, 67, a limiting groove, 7, a linkage structure, 71, a screw rod, 72, a sleeve ring, 73, an anti-slip ring, 74, a second roller, 75, a grout stop plug and 8, a distance limiting pipe.

Detailed Description

The invention is further described with reference to the following figures and embodiments.

Please refer to fig. 1, fig. 2, fig. 3, fig. 4, fig. 5, fig. 6, fig. 7, fig. 8 and fig. 9 in combination, wherein fig. 1 is a schematic structural view of a high wall concrete one-time cast molding form according to a preferred embodiment of the present invention; FIG. 2 is a schematic cross-sectional view of the support structure shown in FIG. 1; FIG. 3 is a cross-sectional schematic view of the interface disc shown in FIG. 2; FIG. 4 is a schematic view of the structure between the templates shown in FIG. 1; FIG. 5 is a schematic partial cross-sectional view of the booster plate shown in FIG. 1; FIG. 6 is a schematic cross-sectional view of the second screw of FIG. 1; FIG. 7 is an enlarged view of portion A of FIG. 1; FIG. 8 is an enlarged view of the portion B shown in FIG. 1; fig. 9 is an enlarged schematic view of the portion C shown in fig. 5. The high wall body concrete once only pours the shaping template and includes: a template 1; the connecting structures 2 are fixed on two sides of the template 1, each connecting structure 2 comprises connecting columns 21 and rotating columns 22, the two connecting columns 21 are fixed on one side wall of the template 1, the two rotating columns 22 are fixed on the other side wall of the template 1, and the connecting columns 21 are rotatably connected with the rotating columns 22; the heightening structure 3 is rotatably connected with the top surface of the template 1, the heightening structure 3 comprises a heightening plate 31 and a connecting hole 32, the bottom surface of the heightening plate 31 is rotatably connected with the top surface of the template 1, the bottom surface of the other heightening plate 31 is rotatably connected with the top surface of the heightening plate 31, and the connecting hole 32 penetrates through the template 1 and the heightening plate 31; the screw structure 4 is in threaded connection with the connecting hole 32, the screw structure 4 comprises a first screw 41 and a second screw 42, the first screw 41 is in threaded connection with the connecting hole 32 on the template 1, and the second screw 42 is in threaded connection with the connecting hole 32 on the template 1 and the heightening plate 31; the propelling structure 5 is in threaded connection with the first screw rod 41, the propelling structure 5 comprises a rotary disc 51, a propelling ring 52 and a first roller 53, the inner wall of the propelling ring 52 is in threaded connection with the first screw rod 41, the rotary disc 51 is fixed on the top surface of the propelling ring 52, and the first roller 53 is mounted at the bottom end of the propelling ring 52; the supporting structure 6 is rotatably connected with the outer wall of the propelling ring 52, the supporting structure 6 comprises a connecting disc 61, a rotating groove 62, a sliding groove 63, a limiting post 64, a second spring 65, a limiting sheet 66 and a limiting groove 67, the inner wall of the connecting disc 61 is rotatably connected with the outer wall of the propelling ring 52, the first roller 53 is rotatably connected with the inside of the bottom end of the connecting disc 61, the rotating groove 62 is arranged on the side wall of the bottom end of the connecting disc 61, the sliding groove 63 is arranged on the top surface of the connecting disc 61, the limiting post 64 is slidably connected in the sliding groove 63, the spring 65 is sleeved on the side wall of the limiting post 64, the top end of the second spring 65 is arranged in the sliding groove 63, the two limiting sheets 66 are symmetrically fixed at the bottom end of the limiting post 64, the limiting groove 67 is arranged on the inner wall of the rotating groove 62, the bottom end of the limiting column 64 is connected with the limiting sheet 66 and the limiting groove 67 in a clamping manner; the linkage structure 7 is rotatably connected to the inside of the rotating groove 62, the linkage structure 7 comprises a screw rod 71, a collar 72, a slip-off preventing ring 73, a second roller 74 and a grout stop plug 75, one end of the screw rod 71 is rotatably connected to the inside of the rotating groove 62, the collar 72 is fixed to the other end of the screw rod 71, the collar 72 is slidably connected with the second screw rod 42, the slip-off preventing ring 73 is in threaded connection with the second screw rod 42, the second roller 74 is mounted on the top surface and the bottom surface of one end of the screw rod 71, the second roller 74 is in rolling connection with the inner wall of the rotating groove 62, and the grout stop plug 75 is sleeved on the side wall of the second screw rod 42; and the distance limiting pipe 8 is sleeved on the side walls of the first screw rod 41 and the second screw rod 42, and two ends of the distance limiting pipe 8 abut against the inner wall of the template 1.

In the specific implementation process, as shown in fig. 5, the height increasing structure 3 further includes a ball 33, a first spring 34 and a blocking block 35, the ball 33 is installed on the bottom surface of the height increasing plate 31, two ends of the first spring 34 are symmetrically installed inside the top end of the formwork 1 and inside the top end of the height increasing plate 31, two blocking blocks 35 are respectively installed on the other ends of the two springs 34, the ball 33 abuts against the blocking block 35, and after the ball 33, the first spring 34 and the blocking block 35 are set to erect the height increasing plate 31, the ball 33 is engaged with the blocking block 35, so as to reduce the shaking amplitude of the height increasing plate 31.

In a specific implementation process, as shown in fig. 2, the limit column 64 penetrates through one end of the screw rod 71, and the limit column 64 is slidably connected with the inside of one end of the screw rod 71, so that the limit column 64 can limit the rotation of the screw rod 71.

In a specific implementation process, as shown in fig. 2, a distance from the second roller 74 at the bottom end of the screw rod 71 to the bottom end of the screw rod 71 is equal to a depth of the limiting groove 67, and in order that the limiting piece 66 just disengages from the limiting groove 67 when the limiting column 64 moves upward to a maximum distance, the screw rod 71 can rotate in the rotating groove 62.

In a specific implementation process, as shown in fig. 6, one end of the grout stop plug 75 is installed inside the formwork 1, and the other end of the grout stop plug abuts against the side wall of the collar 72, so that grout leakage from the connecting hole 32 is avoided.

In a specific implementation process, as shown in fig. 4, an inner diameter of the distance limiting pipe 8 sleeved on a side wall of the first screw 41 is larger than a diameter of the first screw 41, an inner diameter of the distance limiting pipe 8 sleeved on a side wall of the second screw 42 is larger than a diameter of the second screw 42, one end of the distance limiting pipe 8 is installed on an inner wall of the formwork 1, the distance limiting pipe 8 is installed to control a distance that two formworks 1 approach each other, and the inner diameter of the distance limiting pipe 8 is larger than the inner diameters of the first screw 41 and the second screw 42 to facilitate drawing out the first screw 41 and the second screw 42 after the wall body is poured.

In a specific implementation process, as shown in fig. 2, a section of the pushing ring 52 is in an L-shaped structure, so that the first roller 53 can roll in the connecting disc 61, and the pushing ring 52 can be driven to move together with the connecting disc 61 when advancing; and the inner diameter of the propelling ring 52 is equal to the diameter of the first screw 41, in order to hold the first screw 41 while the propelling ring 52 is in threaded connection with the first screw 41, the propelling ring 52 is prevented from sliding.

The working principle of the high wall concrete one-time pouring forming template provided by the invention is as follows:

when the formwork 1 is used, the reinforcement cage of the wall body to be poured is completely installed, the formwork 1 is assembled in advance according to the size of the poured wall body, the rotating column 22 on the side wall of one formwork 1 is sequentially connected with the rotating column 22 on the side wall of the other formwork 1 until the required size is reached, the assembled formwork 1 is installed on one side of the reinforcement cage, the bottom of the reinforcement cage is preliminarily fixed, one end of each of the first screw rod 41 and the second screw rod 42 penetrates through the reinforcement cage and the connecting hole 32 on the formwork 1, after the formwork 1 is completely built, the other connecting holes 32 which are not used are blocked, the distance limiting pipe 8 is sleeved on the first screw rod 41 and the second screw rod 42, then the other assembled formwork 1 is installed on the other side of the reinforcement cage, and the other end of each of the first screw rod 41 and the second screw rod 42 penetrates through the connecting hole 32 on the other formwork 1, then, the four connecting discs 61 and the push rings 52 are respectively sleeved at two ends of the two first screws 41, the limiting columns 64 are pulled outwards, the limiting columns 64 compress the second springs 65 and simultaneously drive the limiting sheets 66 at the bottom ends to slide out of the limiting grooves 67, after the limiting sheets 66 are separated from the limiting grooves 67, the limiting columns 64 are kept to compress the second springs 65, the screw rods 71 are rotated, the second rollers 74 at one ends of the screw rods 71 rotate in the rotating grooves 62 by taking the connecting discs 61 as the circle centers, the screw rods 71 drive the limiting columns 64 to rotate together, the limiting columns 64 rotate in the sliding grooves 63, then the length of the screw rods 71 is adjusted, the lantern rings 72 at the other ends of the screw rods 71 are sleeved with the second screws 42, the limiting columns 64 are loosened, and the limiting columns 64 slide inwards under the action of the second springs 65, the limiting sheet 66 slides into the limiting groove 67 again to make the limiting column 64 unable to move, so that the lead screw 71 cannot rotate, and simultaneously the rotary discs 51 on the templates 1 on both sides are rotated, the rotary discs 51 drive the pushing ring 52 to rotate, the pushing ring 52 drives the first roller 53 to rotate inside the connecting disc 61, the pushing ring 52 is in threaded connection with the first screw 41, the pushing ring 52 rotates and advances along the first screw 41, so that the connecting disc 61 advances together, the connecting disc 61 drives the lead screw 61 and the collar 72 to synchronously displace, and the connecting disc 61 and the collar 72 simultaneously press the templates 1, and a plurality of templates 1 spliced together on both sides are integrally close to each other until the inner wall of the templates 1 abuts against both ends of the distance limiting pipe 8, and the rotary discs 51 stops rotating, finally, the anti-drop ring 73 is in threaded connection with the second screw rod 42; when the height of the wall to be poured is greater than that of the formwork 1, the heightening plate 31 at the top end of the formwork 1 is sequentially rotated to be in the same plane with the formwork 1 until the formwork 1 reaches the required height, in the process of rotating the heightening plate 31, the balls 33 at the bottom surface of the heightening plate 31 are inserted into the top end of the formwork 1 to extrude the blocking blocks 35, the blocking blocks 35 extrude the first springs 34, the two blocking blocks 35 are separated, the balls 33 slide into the space between the blocking blocks 35, after the balls 33 pass the blocking blocks 35, the blocking blocks 35 are not stressed and can be pushed by the compressed first springs 34, the blocking blocks 35 can abut against the balls 33, the heightening plate 31 cannot easily shake, and then the second screw rods 42 penetrate through the connecting holes 32 in the heightening plate 31, connecting said screw 71 and said collar 72 to said second screw 42 as described above; when the formwork is removed, firstly, the anti-drop ring 73 is rotated to separate the anti-drop ring 73 from the second screw rod 42, then the turntables 51 on the two sides are rotated reversely at the same time, the turntables 51 drive the pushing ring 52 to rotate, the pushing ring 52 drives the first roller 53 to rotate in the connecting disc 61, the pushing disc 52 retreats while rotating on the surface of the first screw rod 41 to drive the connecting disc 61 to retreat, the connecting disc 61 drives the screw rod 71 and the lantern ring 72 to retreat, finally, the pushing ring 52 separates from the first screw rod 41 and the lantern ring 72 separates from the second screw rod 42, after the pushing structure 5, the supporting structure 6 and the linkage structure 7 are taken off from the screw rod structure 4, the first screw rod 41 and the second screw rod 42 are drawn out, finally, the formworks 1 on the two sides of the wall body are removed, and the formworks 1 are sequentially lifted from left to right, the templates 1 can be separated by separating the rotary column 22 from the connecting column 21.

The above description is only an embodiment of the present invention, and not intended to limit the scope of the present invention, and all modifications of equivalent structures and equivalent processes, which are made by using the contents of the present specification and the accompanying drawings, or directly or indirectly applied to other related technical fields, are included in the scope of the present invention.

Claims

1. The utility model provides a high wall body concrete one-time pouring shaping template which characterized in that includes:

a template (1);

the connecting structure (2) is fixed on two sides of the template (1), the connecting structure (2) comprises connecting columns (21) and rotating columns (22), the two connecting columns (21) are fixed on one side wall of the template (1), the two rotating columns (22) are fixed on the other side wall of the template (1), and the connecting columns (21) are rotatably connected with the rotating columns (22);

heightening a structure (3), wherein the heightening structure (3) is rotatably connected with the top surface of the template (1), the heightening structure (3) comprises a heightening plate (31) and a connecting hole (32), the bottom surface of the heightening plate (31) is rotatably connected with the top surface of the template (1), the bottom surface of the heightening plate (31) is rotatably connected with the top surface of the heightening plate (31), the connecting hole (32) penetrates through the template (1) and the heightening plate (31);

the screw rod structure (4) is in threaded connection with the connecting hole (32), the screw rod structure (4) comprises a first screw rod (41) and a second screw rod (42), the first screw rod (41) is in threaded connection with the connecting hole (32) in the template (1), and the second screw rod (42) is in threaded connection with the connecting hole (32) in the template (1) and the heightening plate (31);

the propelling structure (5) is in threaded connection with the first screw rod (41), the propelling structure (5) comprises a rotary disc (51), a propelling ring (52) and a first roller (53), the inner wall of the propelling ring (52) is in threaded connection with the first screw rod (41), the rotary disc (51) is fixed on the top surface of the propelling ring (52), and the first roller (53) is mounted at the bottom end of the propelling ring (52);

the supporting structure (6) is rotatably connected with the outer wall of the propelling ring (52), the supporting structure (6) comprises a connecting disc (61), a rotating groove (62), a sliding groove (63), a limiting column (64), a second spring (65), a limiting sheet (66) and a limiting groove (67), the inner wall of the connecting disc (61) is rotatably connected with the outer wall of the propelling ring (52), the first roller (53) is in rolling connection with the inside of the bottom end of the connecting disc (61), the side wall of the bottom end of the connecting disc (61) is provided with the rotating groove (62), the sliding groove (63) is arranged on the top surface of the connecting disc (61), the limiting column (64) is in sliding connection with the inside of the sliding groove (63), the spring (65) is sleeved on the side wall of the limiting column (64), and the top end of the second spring (65) is installed inside the sliding groove (63), the two limiting pieces (66) are symmetrically fixed at the bottom ends of the limiting columns (64), the limiting grooves (67) are formed in the inner walls of the rotating grooves (62), and the bottom ends of the limiting columns (64) are connected with the limiting pieces (66) and the limiting grooves (67) in a clamping mode;

a linkage structure (7), wherein the linkage structure (7) is rotatably connected to the inside of the rotating groove (62), the linkage structure (7) comprises a screw rod (71), a lantern ring (72), an anti-drop ring (73), a second roller (74) and a grout stop plug (75), one end of the screw rod (71) is rotatably connected inside the rotating groove (62), the lantern ring (72) is fixed at the other end of the screw rod (71), and the collar (72) is connected with the second screw rod (42) in a sliding way, the anti-drop ring (73) is in threaded connection with the second screw rod (42), the second rollers (74) are mounted on the top and bottom surfaces of one end of the screw rod (71), and the second roller (74) is in rolling connection with the inner wall of the rotating groove (62), the grout stop plug (75) is sleeved on the side wall of the second screw rod (42);

the distance limiting pipe (8), the distance limiting pipe (8) is sleeved on the side walls of the first screw rod (41) and the second screw rod (42), and two ends of the distance limiting pipe (8) are abutted to the inner wall of the template (1).

2. The high wall concrete one-time pouring forming template according to claim 1, characterized in that the heightening structure (3) further comprises a ball (33), a first spring (34) and a blocking block (35), wherein the ball (33) is installed on the bottom surface of the heightening plate (31), one ends of the two first springs (34) are symmetrically installed inside the top end of the template (1) and inside the top end of the heightening plate (31), the two blocking blocks (35) are respectively installed at the other ends of the two springs (34), and the ball (33) abuts against the blocking block (35).

3. The high wall concrete one-time pouring forming template according to claim 1, characterized in that the limiting column (64) penetrates through one end of the screw rod (71), and the limiting column (64) is connected with the inside of one end of the screw rod (71) in a sliding manner.

4. The high wall concrete one-time pouring forming template as claimed in claim 1, wherein the distance from the second roller (74) at the bottom end of the screw rod (71) to the bottom end of the screw rod (71) is equal to the depth of the limiting groove (67).

5. The high wall concrete one-time pouring forming template according to claim 1, characterized in that one end of the grout stopper (75) is installed inside the template (1), and the other end of the grout stopper abuts against the side wall of the collar (72).

6. The high wall concrete one-time pouring forming template according to claim 1, wherein the inner diameter of the distance limiting pipe (8) sleeved on the side wall of the first screw rod (41) is larger than the diameter of the first screw rod (41), the inner diameter of the distance limiting pipe (8) sleeved on the side wall of the second screw rod (42) is larger than the diameter of the second screw rod (42), and one end of the distance limiting pipe (8) is installed on the inner wall of the template (1).

7. The high wall concrete one-time pouring forming template according to claim 1, characterized in that the section of the pushing ring (52) is in an L-shaped structure, and the inner diameter of the pushing ring (52) is equal to the diameter of the first screw (41).