CN115405029A

CN115405029A - Non-dismantling building template with lifting adjusting device

Info

Publication number: CN115405029A
Application number: CN202210976675.4A
Authority: CN
Inventors: 金圣焕; 金祺焕
Original assignee: Zhaoqing Fanxitong International Trade Co ltd
Current assignee: Zhaoqing Fanxitong International Trade Co ltd
Priority date: 2022-08-15
Filing date: 2022-08-15
Publication date: 2022-11-29
Also published as: KR20240023467A

Abstract

The application discloses formula building templates is torn open to non-with lift adjustment device relates to building technical field, including template body and lift adjustment device, lift adjustment device and this body coupling of template for drive template body elevating movement. When being used as interior wall template, can carry out the adaptability according to the error condition of pouring the floor and adjust, can drive template body elevating movement in order to realize lift adjustment through operating this lift adjusting device. The accurate butt joint between the inner wall template and the outer wall template is realized, and the installation between the templates is ensured.

Description

Non-dismantling building template with lifting adjusting device

Technical Field

The application relates to the technical field of buildings, in particular to a non-detachable building template with a lifting adjusting device.

Background

When the non-detachable building template is used, the template for the outer wall can be installed and used according to a normal design scheme without considering errors generated during construction, but a large error is usually generated during floor slab casting on site, and the generated error can influence the installation operation of the inner wall template which is produced according to a standard design size in a factory, namely the phenomenon that the inner wall template and the outer wall template cannot be accurately butted can be caused, and particularly, when the thickness size of the cast floor slab is larger than the design thickness size (larger than the allowable range of the template, for example more than 1 cm), the inner wall template and the outer wall template cannot be installed. Therefore, it is desirable to provide a solution to the above technical problem.

Disclosure of Invention

In view of the above, the present application provides a non-detachable building form with a lifting adjustment device to solve the technical problems in the prior art.

In order to achieve the technical purpose, the application provides a non-detachable building template with a lifting adjusting device, which comprises a template body and the lifting adjusting device;

the lifting adjusting device is connected with the template body and used for driving the template body to move up and down.

Further, the lifting adjusting device comprises a bottom plate and a lifting adjusting mechanism;

the bottom plate comprises a horizontal plate part and a vertical plate part connected to one side edge of the horizontal plate part;

the horizontal plate part is positioned below the bottom surface of the template body, and an installation space is defined between the horizontal plate part, the bottom surface of the template body and the vertical plate part;

the lifting adjusting mechanism is arranged in the installation space and is respectively connected with the template body and the horizontal plate part.

Furthermore, the lifting adjusting mechanisms are single in number, so that the lifting adjusting devices can only be used for driving the template body to move up and down; or

The lifting adjusting mechanism is arranged in a plurality of numbers, and the lifting adjusting mechanisms are arranged at intervals along the direction perpendicular to the thickness direction of the template body, so that the lifting adjusting device can be used for driving the template body to do lifting motion and can also be used for driving the template body to do tilting motion.

Furthermore, the lifting adjusting mechanism is a shearing type lifting adjusting mechanism and comprises a lower bracket, an upper bracket and an adjusting component;

the adjusting assembly comprises a driving screw, two nuts and two connecting rod groups;

the two nuts are arranged between the upper bracket and the lower bracket at intervals;

the two connecting rod groups are correspondingly connected with the two nuts one by one, and each connecting rod group comprises an upper connecting rod and a lower connecting rod;

one end of the upper connecting rod is hinged with the nut, and the other end of the upper connecting rod is hinged with the upper support;

one end of the lower connecting rod is hinged with the nut, and the other end of the lower connecting rod is hinged with the lower support;

the driving screw is connected with the two nuts and used for driving the two nuts to move close to each other or move away from each other by rotating the driving screw.

Furthermore, the number of the lower brackets and the number of the upper brackets are both two;

the two lower brackets are arranged at intervals;

the two upper supports and the lower support are arranged in one-to-one correspondence.

Furthermore, the lifting adjusting mechanism is a screw type lifting adjusting mechanism and comprises a lower bracket, an upper bracket, an adjusting screw, an adjusting cylinder and a supporting platform;

one end of the adjusting cylinder is rotatably connected with the supporting table, and an internal thread which is in threaded fit with the adjusting screw is arranged in the adjusting cylinder;

the support table is hinged with the upper support;

one end of the adjusting screw rod is hinged with the lower support, and the other end of the adjusting screw rod movably extends into the adjusting cylinder.

Further, the formwork body comprises an embedded type mould assembly, a pouring layer and a heat insulation material layer;

the embedded type mould component is made of a fiber reinforced cement material or a fiber reinforced calcium silicate material and comprises a first embedded type template, a second embedded type template and a plurality of mould rings;

the plurality of die rings are arranged between the first embedded template and the second embedded template, one end of an inner cavity of each die ring penetrates through the first embedded template, and the other end of the inner cavity of each die ring penetrates through the second embedded template;

the heat insulation material layer is arranged between the first embedded template and the second embedded template;

the pouring layer is integrally formed on one surface, away from the first embedded template, of the second embedded template;

the pouring layer is provided with a first filling part for filling the mould ring;

the first filling part extends out of the first embedded template through the die ring, and a boss which is larger than the die ring in diameter and is attached to the first embedded template is formed at the part of the first filling part extending out of the first embedded template.

Furthermore, a fixed rod is embedded in each first filling part;

one end of the fixed rod piece extends out of the boss, and the other end of the fixed rod piece extends out of the pouring layer;

the rod section of the fixed rod piece extending out of the pouring layer is a threaded section.

Further, the connecting component is used for connecting the template bodies;

the connecting assembly comprises a first connecting piece, a second connecting piece, a first locking bolt and a first wedging groove;

the first connecting piece comprises a first concave groove;

a first arc-shaped clamping groove with a cross section larger than a half circle and certain opening and closing deformation is arranged in the first concave groove along the length direction of the first concave groove;

the second connecting piece comprises a second concave groove;

a second arc-shaped clamping groove which is larger than one circle in cross section and can be movably clamped into the first arc-shaped clamping groove is arranged in the second concave groove along the length direction of the second concave groove;

the first wedging groove is slidably arranged in the first concave groove, is provided with a wedging part clamped between the first arc-shaped clamping groove and the first concave groove and is used for stopping the expansion deformation of the first arc-shaped clamping groove;

the first wedge-in groove is also provided with a first threaded hole;

the rod part of the first locking bolt is provided with an annular flange, and the annular flange divides the rod part of the first locking bolt into a first rod part matched with the first threaded hole and a second rod part movably embedded into the first arc-shaped clamping groove;

when the second rod part is clamped into the first arc-shaped clamping groove, the annular flange and the head part of the first locking bolt are respectively positioned at two ends of the first arc-shaped clamping groove so as to axially limit the second rod part in the first arc-shaped clamping groove;

the first locking bolt is used for driving the first wedging groove to slide through self rotation.

Furthermore, the embedded type mould component also comprises a plurality of supporting concave grooves;

the plurality of supporting concave grooves are arranged between the first embedded template and the second embedded template and used for mounting the first connecting piece or the second connecting piece;

a gap space is formed between the support concave groove and the first concave groove or the second concave groove;

the second embedded template is provided with a communicating port communicated with the gap space;

the pouring layer is further provided with a second filling part filled in the gap space through the communication port.

Furthermore, the bottom surfaces of the first concave groove and the second concave groove are respectively provided with a supporting plate part which is contacted with the supporting concave groove;

the two end surfaces of the supporting plate part in the length direction are respectively connected with a connecting plate part;

two ends of the connecting plate part are provided with bending parts which can be fixedly connected with the supporting concave grooves;

one of the web portions is connected to the first embedded template and the other web portion is connected to the second embedded template.

Further, the connecting assembly further comprises a counter pull rod, a second wedging groove and a second locking bolt;

the second wedging groove is slidably arranged in the second concave groove and is also provided with a wedging part clamped between the second arc-shaped clamping groove and the second concave groove;

the second wedge-in groove is also provided with a second threaded hole;

the rod part of the second locking bolt is also provided with an annular flange, and the annular flange also divides the rod part of the second locking bolt into a first rod part matched with the second threaded hole and a second rod part movably embedded into the second arc-shaped clamping groove;

when the second rod part of the second locking bolt is clamped into the second arc-shaped clamping groove, the annular flange and the head part of the second locking bolt are respectively positioned at two ends of the second arc-shaped clamping groove so as to axially limit the second rod part in the second arc-shaped clamping groove;

the second locking bolt is used for driving the second wedging groove to slide by rotating per se;

the second wedge-in groove is also provided with a groove with the opening direction consistent with that of the second groove;

a bayonet communicated with the groove and allowing the rod part of the counter pull rod to be clamped in is formed in one end, far away from the second arc-shaped clamping groove, of the second wedge-in groove;

one end of the opposite pull rod can be in threaded connection with the head of the first locking bolt, and the other end of the opposite pull rod extends into the groove and can be in contact and abut against one side wall of the groove far away from the second arc-shaped clamping groove.

Furthermore, a first guide rod is detachably inserted into the first arc-shaped clamping groove, and a first guide hole for the first guide rod to movably penetrate through is formed in the first wedging groove; and/or

A second guide rod is detachably inserted into the second arc-shaped clamping groove, and a second guide hole for the second guide rod to movably penetrate through is formed in the second wedging groove.

According to the technical scheme, the non-detachable building template comprises a template body and a lifting adjusting device, wherein the lifting adjusting device is connected with the template body and is used for driving the template body to move up and down. When being used as interior wall template, can carry out the adaptability according to the error condition of pouring the floor and adjust, can drive template body elevating movement in order to realize lift adjustment through operating this lift adjusting device. The accurate butt joint between the inner wall template and the outer wall template is realized, and the installation between the templates is ensured.

Drawings

In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present application, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without inventive exercise.

FIG. 1 is a perspective view of a first embodiment of a non-demountable building template having a lift adjustment mechanism provided herein;

FIG. 2 is a perspective view of a second embodiment of a non-demountable building template having a lift adjustment device provided herein;

FIG. 3 is a perspective view of a first embodiment of a lift adjustment device for a non-demountable building panel having a lift adjustment device provided herein;

FIG. 4 is a perspective view of a base plate with an avoidance gap of a non-demountable building panel having a lift adjustment mechanism as provided herein;

FIG. 5 is a perspective view of a first embodiment of a lift adjustment mechanism for a non-demountable building panel having a lift adjustment device provided herein;

FIG. 6 is a perspective view of a second embodiment of a lift adjustment mechanism for a non-demountable building panel having a lift adjustment device provided herein;

FIG. 7 is a perspective view of a drive screw of a non-demountable building template having a lift adjustment provided herein;

FIG. 8 is a perspective view of a third embodiment of a lift adjustment mechanism for a non-demountable building panel having a lift adjustment device provided herein;

FIG. 9 is an elevation view of a first application of a non-demountable building panel having a lift adjustment mechanism provided herein;

FIG. 10 is a perspective view of a non-demountable building panel having elevation adjustment features provided herein in a second application;

FIG. 11 is a perspective view of a non-demountable building panel having elevation adjustment features provided herein, in a third application scenario;

FIG. 12 is a perspective view of a form body having a layer of insulating material of a non-demountable building form having a lift adjustment provided herein;

FIG. 13 is a perspective view of an embedded mold assembly of a non-demountable building panel having a lift adjustment device as provided herein;

FIG. 14 is a perspective view of a first embodiment of a connecting assembly of a non-demountable building panel having a lift adjustment provided herein;

FIG. 15 is an enlarged partial view of the form body with a layer of thermal insulation material of the non-demountable building form with elevation adjustment provided herein;

FIG. 16 is a cooperative perspective view of a first connector, a first wedging groove, a first locking bolt, and a supporting recessed groove of a non-demountable building panel having a lift adjustment provided herein;

FIG. 17 is a perspective view of a first connector of a non-demountable building panel having a lift adjustment arrangement provided herein;

FIG. 18 is a perspective view of a first keyed slot of a non-demountable building panel having a lift adjustment device as provided herein;

FIG. 19 is a perspective view of a first locking bolt of a non-demountable building panel having a lift adjustment provided herein;

FIG. 20 is a perspective view of a second connector of a non-demountable building template having a lift adjustment device provided herein;

fig. 21 is a perspective view of a second embodiment of a connecting assembly of a non-demountable building panel having a lift adjustment provided herein;

FIG. 22 is a perspective view of a second keyed slot of a non-demountable building panel having a lift adjustment provided herein;

FIG. 23 is a perspective view of another embodiment of a second connector of a non-demountable building panel having a lift adjustment mechanism provided herein;

FIG. 24 is a perspective view of a diagonal tie of a non-demountable building panel having a lift adjustment device as provided herein;

FIG. 25 is a perspective view of a form body without a layer of insulating material of a non-demountable building form having a lift adjustment provided herein;

FIG. 26 is a sectional perspective view of the form body of a non-demountable building form having a lift adjustment mechanism as provided herein;

in the figure: a. pouring a floor slab; b. pouring a wall body; c. an inner wall formwork; d. an installation space; e. an outer wall template; f. a communication port; g. a floor slab formwork;

100. a template body; 101. pouring a layer; 1011. a boss; 102. an embedded mold assembly; 1021. a first embedded template; 1022. a second embedded template; 1023. a mould ring; 1024. supporting the concave groove; 1025. an upper connecting piece and a lower connecting piece; 103. a layer of thermal insulation material; 104. fixing the rod piece;

200. a lift adjustment device; 201. a base plate; 2011. a horizontal plate portion; 2012. a vertical plate portion; 2013. avoiding the gap; 202. a lifting adjusting mechanism; 2021. an upper bracket; 2022. a lower bracket; 2023. a drive screw; 2024. a nut; 2025. an upper connecting rod; 2026. a lower connecting rod; 2027. a linkage; 2028. adjusting the screw rod; 2029. an adjusting cylinder;

11. a polished rod segment; 12. a threaded rod section; 13. a non-return cap; 14. a support table;

21. a first connecting member; 211. a first concave groove; 212. a first arc-shaped clamping groove; 213. a support plate portion; 214. a connecting plate portion; 215. a bending section; 216. a third threaded hole; 217. a first guide bar; 22. a second connecting member; 221. a second concave groove; 222. a second arc-shaped clamping groove; 223. a projection plate portion; 224. a fourth threaded hole; 225. a second guide bar; 23. a first locking bolt; 231. a first rod portion; 232. a second rod part; 233. an annular flange; 24. a first wedging groove; 241/254, wedge; 242. a first threaded hole; 243. a first guide hole; 25. a second wedging groove; 251. a bayonet; 252. a groove; 253. a second threaded hole; 254. a second guide hole; 26. a second locking bolt; 27. a pull rod is arranged; 271. a threaded portion; 272. a cap part.

Detailed Description

The technical solutions of the embodiments of the present application will be described clearly and completely with reference to the accompanying drawings, and it is obvious that the described embodiments are some, but not all, of the embodiments of the present application. All other embodiments obtained by a person of ordinary skill in the art based on the embodiments in the present application without any creative effort belong to the protection scope of the embodiments in the present application.

In the description of the embodiments of the present application, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience in describing the embodiments of the present application and simplifying the description, but do not indicate or imply that the referred devices or elements must have specific orientations, be configured in specific orientations, and operate, and thus, should not be construed as limiting the embodiments of the present application. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

In the description of the embodiments of the present application, it should be noted that the terms "mounted," "connected," and "connected" are used broadly and are defined as, for example, a fixed connection, an exchangeable connection, an integrated connection, a mechanical connection, an electrical connection, a direct connection, an indirect connection through an intermediate medium, and a communication between two elements, unless otherwise explicitly stated or limited. Specific meanings of the above terms in the embodiments of the present application can be understood in specific cases by those of ordinary skill in the art.

Referring to fig. 9, the applicant has found through research that when a reinforced concrete structure is cast with concrete, a certain error may be generated in a construction size compared to a design size, particularly, when a floor a is cast, a large error may be generated in a thickness of the floor a, and if a non-removable form with a fixed size is used, a phenomenon that an inner wall form c and an outer wall form e cannot be accurately butted due to the error generated in the thickness of the floor a is cast, and particularly, when the thickness of the floor a is greater than the design thickness (greater than an allowable range of the form itself, for example, greater than 1 cm), the inner wall form c and the outer wall form e cannot be installed. In order to solve the problems, the application designs a non-detachable building template with a lifting adjusting device.

Referring to fig. 1 and 2, an embodiment of a non-removable building template with a lifting adjusting device provided in an embodiment of the present application includes:

the template comprises a template body 100 and a lifting adjusting device 200, wherein the lifting adjusting device 200 is connected with the template body 100 and used for driving the template body 100 to move up and down. This design of application is not torn open formula building templates when being interior wall form c, can carry out adaptability according to the error conditions of pouring floor a and adjust, can drive template body 100 elevating movement in order to realize lift adjustment through operating this lift adjustment device 200. The accurate butt joint between the inner wall template c and the outer wall template e is realized, and the installation between the templates is ensured. Because the installation of outer wall template e and floor template g does not all receive pouring floor a error influence or receives the error influence little, for this reason, template body 100 in this application also need not to dispose lifting adjusting device 200, can normally be used as outer wall template e or floor template g.

The above is a first embodiment of the non-removable building template with the lifting adjusting device provided in the present application, and the following is a second embodiment of the non-removable building template with the lifting adjusting device provided in the present application, specifically referring to fig. 1 to 25.

The scheme based on the first embodiment is as follows:

further, as shown in fig. 3, the lifting adjustment device 200 specifically includes a bottom plate 201 and a lifting adjustment mechanism 202.

Bottom plate 201 includes horizontal plate portion 2011 and connects in the vertical plate portion 2012 of horizontal plate portion 2011 one side edge, and horizontal plate portion 2011 is located template body 100 bottom surface below and pours floor a contact, and vertical plate portion 2012 and template body 100 enclose into installation space d towards the one side activity laminating of pouring wall body b between template body 100 bottom surface and the horizontal plate portion 2011. The lifting adjustment mechanism 202 is disposed in the installation space d and is connected to the template body 100 and the horizontal plate 2011. The formation of the installation space d facilitates the plugging with cement mortar after the completion of the adjustment of the elevation adjustment mechanism 202.

Further, the lifting adjusting mechanisms 202 are single in number, so that the lifting adjusting device 200 can only be used for driving the template body 100 to move up and down.

Since the adjustment requirement of the inner wall form c cannot be met by the lifting adjustment alone in some cases, it may also have an angular adjustment requirement. Based on this, the number of the elevation adjusting mechanisms 202 may be designed to be plural, and the plural elevation adjusting mechanisms 202 are provided at intervals in a direction perpendicular to the thickness direction of the formwork body 100. Thus, when the adjustment heights of the lifting adjustment mechanisms 202 are consistent, the horizontal height adjustment of the formwork body 100 can be realized, and when the adjustment heights of the lifting adjustment mechanisms 202 are linearly decreased or increased, the inclination angle of the formwork body 100 can be adjusted to realize the angle adjustment. Two of the lift adjusting mechanisms 202 are preferable, and are not particularly limited.

Further, as shown in fig. 6 and 7, in terms of the design of the lifting adjustment mechanism 202, it can be designed as a shear type lifting adjustment mechanism 202, which specifically includes a lower bracket 2022, an upper bracket 2021 and an adjustment assembly.

Wherein, the adjusting assembly comprises a driving screw 2023, two nuts 2024 and two linkage groups 2027.

The two nuts 2024 are disposed between the upper bracket 2021 and the lower bracket 2022 at intervals, the two linkage sets 2027 are connected to the two nuts 2024 in a one-to-one correspondence, and the linkage set 2027 includes an upper link 2025 and a lower link 2026. One end of the upper connecting rod 2025 is hinged to a pin on one side of the nut 2024, the other end is hinged to a pin at the bottom of the upper bracket 2021, one end of the lower connecting rod 2026 is hinged to a pin on one side of the nut 2024, and the other end is hinged to a pin at the top of the lower bracket 2022.

The driving screw 2023 is connected to the two nuts 2024 for driving the two nuts 2024 to move toward or away from each other by rotating itself. Specifically, the driving screw 2023 is designed to include a polished rod segment 11, a threaded rod segment 12, and a non-return cap 13, where the polished rod segment 11 is coaxially connected to the threaded rod segment 12 and has a smaller diameter than the threaded rod segment 12, the polished rod segment 11 movably extends into one of the nuts 2024 and is rotatably engaged with the nut 2024, the non-return cap 13 is detachably connected to one end of the polished rod segment 11 away from the threaded rod segment 12 and is respectively located at two ends of the nut 2024 when being installed with the threaded rod segment 12 for axially limiting the polished rod segment 11 in the nut 2024, and the threaded rod segment 12 movably passes through the other nut 2024 and is threadedly engaged with the other nut 2024. That is, the driving screw 2023 is axially fixed to one nut 2024, but is circumferentially and rotatably engaged with the other nut 2024, and then the nut 2024 with the screw engagement can be driven to move on the threaded rod section 12 by rotating itself, so as to realize the movement of the two nuts 2024 approaching to each other or separating from each other, when the two nuts 2024 approach to each other, the spatial angle between the upper connecting rod 2025 and the lower connecting rod 2026 is increased, and further the distance between the upper bracket 2021 and the lower bracket 2022 is increased, thereby realizing the height adjustment of the form body 100, and conversely, realizing the height adjustment of the form body 100. Those skilled in the art can understand based on the above design and/or combine the existing design of the shear lift adjustment mechanism 202, and can make appropriate design changes without limitation.

Further, as shown in fig. 5, when the elevation adjustment mechanism 202 is designed as a single body, in order to allow a larger contact area between the elevation adjustment mechanism 202 and the template body 100 and the bottom plate 201, a more smooth elevation function is provided. The number of the lower brackets 2022 and the number of the upper brackets 2021 may be two, the two lower brackets 2022 are disposed at intervals, and the two upper brackets 2021 and the lower brackets 2022 are disposed in one-to-one correspondence.

Further, as shown in fig. 8, the lifting adjustment mechanism 202 may also be a screw type lifting adjustment mechanism 202, which specifically includes a lower bracket 2022, an upper bracket 2021, an adjustment screw 2028, an adjustment cylinder 2029, and the support table 14.

One end of the adjusting cylinder 2029 is rotatably connected with the supporting table 14, an internal thread which is in threaded fit with the adjusting screw 2028 is arranged in the adjusting cylinder 2029, the supporting table 14 is hinged with the upper bracket 2021, one end of the adjusting screw 2028 is hinged with the lower bracket 2022, and the other end of the adjusting screw 2028 movably extends into the adjusting cylinder 2029. The adjusting cylinder 2029 is rotated to generate thread rotation with the adjusting screw 2028, so that the adjusting cylinder 2029 and the screw move relatively to realize lifting adjustment. Taking two such elevation adjustment mechanisms 202 as an example, when an angle needs to be adjusted, one of the elevation adjustment mechanisms 202 is fixed, and the other elevation adjustment mechanism 202 is adjusted to adjust the inclination angle of the form body 100. So that the lifting adjusting device 200 has the function of adjusting the height and the inclination angle of the assembly decoration of the template body 100 with accurate and efficient operation.

Of course, besides the several lift adjustment design schemes provided in the present application, those skilled in the art can also make appropriate design changes based on the above, and adopt other design schemes capable of achieving lift adjustment, without limitation.

Further, in terms of the structural design of the form body 100, the form body may be a form having a heat insulation function or a form not having a heat insulation function, and in terms of the fitting between the form bodies 100, the form bodies 100 all having a heat insulation function may be fitted as shown in fig. 9, the form bodies 100 all having no heat insulation function may be fitted as shown in fig. 10, or the form body 100 having a heat insulation function may be fitted as shown in fig. 11, without any particular limitation.

As shown in fig. 12, taking the form body 100 as a form with a heat insulation function as an example, the form body 100 is designed to include an embedded mold assembly 102, a casting layer 101, and a heat insulation material layer 103.

The applicant researches and discovers that the bonding performance of the heat-insulating material and a concrete material is poor, and the risk of falling off exists under the action force of environmental factors and wind and rain external force. To this end, the present application proposes the following solutions:

as shown in fig. 13, the embedded mold assembly 102 is made of fiber reinforced cement material or fiber reinforced calcium silicate material, and is designed to include a first embedded form 1021, a second embedded form 1022 having the same size or fitting with the second embedded form 1022, and a plurality of form rings 1023; the plurality of rings 1023 are disposed between the first embedded template 1021 and the second embedded template 1022, and one end of the inner cavity of the ring 1023 penetrates through the first embedded template 1021 and the other end penetrates through the second embedded template 1022. The applicant researches and discovers that the specifications of the building templates required by each project are different according to different uses and design concepts of buildings, so that the non-detachable templates need to meet various size requirements, the scum structure of the non-detachable templates causes very high cost of the templates if the metal molds used repeatedly are used, and new molds need to be continuously designed and manufactured according to each different project, so that the problems of high cost, low economic benefit and low production efficiency are faced. To solve this problem, the embedded mold assembly 102 of the present application is designed to be detachable, so that the form factor can be changed by a flexible combination. Meanwhile, for each component structure of the mold component, the first embedded form 1021, the second embedded form 1022, and the mold ring 1023 are all made of cement slurry with fibers (such as basalt fibers, glass fibers, etc.) added, and then assembled to form the embedded mold component 102. The plate component of the fiber reinforced cement can meet the requirements of products with different specifications by cutting the existing finished products in the market, the special-shaped component is a standard component, does not need to be changed according to the specification change of the template, can be produced in large batch by adopting a mode of mould pressing or fiber cement slurry pouring, and has low manufacturing cost, high economic benefit and high production efficiency.

The thermal insulation material layer 103 is disposed between the first embedded template 1021 and the second embedded template 1022. The layer of insulating material 103 may be assembled with the formwork assembly after pre-processing using any insulation product that is well established in the art. Of course, the heat insulating material layer 103 may be formed by foaming between the first embedded form 1021 and the second embedded form 1022, and is not limited in particular.

After the formwork assembly and the thermal insulation material layer 103 are assembled, cement mortar (or fiber reinforced cement) may be poured, that is, cement mortar is poured on a surface of the second embedded formwork 1022 facing away from the first embedded formwork 1021, and when the poured cement mortar forms the pouring layer 101, a part of the cement mortar flows to a surface of the first embedded formwork 1021 away from the second embedded formwork 1022 through the through cavity of the mold ring 1023, and is limited by the forming mold to form a boss 1011 having a diameter greater than that of the mold ring 1023. That is, the formed casting layer 101 has a first filling portion filling the mold ring 1023, and the first filling portion extends out of the first embedded template 1021 through the mold ring 1023, and a portion of the first filling portion extending out of the first embedded template 1021 forms a boss 1011 having a diameter larger than the mold ring 1023 and fitting the first embedded template 1021. The design of boss 1011 enables buried mold assembly 102 and casting layer 101 to be firmly connected together, so that buried mold assembly 102 and casting layer 101 form a whole, and formwork body 100 has sufficient strength to bear the load during casting concrete. Meanwhile, the design of the boss 1011 can transfer the weight of the formwork body 100 to the pouring wall b, so that the formwork body 100 and the pouring wall b can form a firm whole after construction is finished.

The formwork body 100 designed in the present application can be used as a surface of a wall, that is, the outer surface of the casting layer 101 can be used as a wall surface, and secondary construction is not required for the outer surface.

As shown in fig. 25, when the form body 100 is a building form without a thermal insulation layer, it can directly use reinforced concrete such as glass fiber or basalt fiber as a raw material, and is formed by casting and other processes, and it is characterized in that the compressive strength is higher than that of ordinary concrete mortar, the flexural strength is greatly improved, and the phenomenon that the flexural strength of concrete mortar is low is compensated, C40 cement concrete is used for its standard flexural strength of 5.5MPa, and after adding glass fiber or basalt fiber, the flexural strength of the concrete can reach more than 30MPa, and the technical requirements of the building form can be completely guaranteed.

Further, as shown in fig. 12, a fixing rod 104 is embedded in each first filling portion, one end of the fixing rod 104 extends out of the boss 1011, the other end of the fixing rod 104 extends out of the casting layer 101, and a rod section of the fixing rod 104 extending out of the casting layer 101 is a threaded section. Specifically, before the pouring process of the outermost layer of the pouring layer 101 for pouring cement mortar or fiber reinforced cement, a pre-designed and processed fixing rod 104 may be inserted, and the fixing rod 104 may be an external member bolt. The implantation of the fixing rod 104 can improve the structural strength of the formwork body 100, and one end of the fixing rod extends out of the boss 1011 and can be matched with the boss 1011 to transfer the weight of the formwork body 100 to the pouring wall b, so that the formwork body 100 and the pouring wall b form a firm whole after the construction is finished. And the other end of the decorative material extends out of the pouring layer 101 and is a threaded section, so that the decorative material is conveniently fixed on the template body 100 through the threaded section. It should be noted that the fixing rod 104 may also have one end not extending out of the first embedded form 1021 and the other end extending out of the casting layer 101 and being a threaded section. One end of the first embedded form 1021 may be extended out, and the other end of the first embedded form 101 is not extended out. Of course, the fixing rod 104 may be embedded outside the mold ring 1023 instead of being embedded inside the mold ring 1023, and is not limited specifically.

Further, as shown in fig. 14 to 20, a connection assembly for connecting the formwork bodies 100 is further included.

The connecting assembly comprises a first connector 21, a second connector 22, a first locking bolt 23 and a first wedging groove 24.

The first connecting member 21 is integrally connected to the mold plate body 100 and includes a first concave groove 211. A first arc-shaped clamping groove 212 which has a cross section larger than a half circle and has certain opening and closing deformation is arranged in the first concave groove 211 along the length direction of the first concave groove.

The second connecting member 22 is integrally connected to the form body 100 and includes a second groove 221. A second arc-shaped slot 222, which has a cross section larger than one circle of two and can be movably clamped into the first arc-shaped slot 212, is arranged in the second concave slot 221 along the length direction thereof.

The first wedging groove 24 is slidably installed in the first concave groove 211, and has a wedging portion 241 clamped between the first arc-shaped groove 212 and the first concave groove 211 for stopping the opening deformation of the first arc-shaped groove 212, and the shape and size of the wedging portion 241 are matched with the shape and size of the gap between the first arc-shaped groove 212 and the first concave groove 211, which is not limited specifically. The first wedging groove 24 is further provided with a first threaded hole 242, the rod part of the first locking bolt 23 is provided with an annular flange 233, and the annular flange 233 divides the rod part of the first locking bolt 23 into a first rod part 231 matched with the first threaded hole 242 and a second rod part 232 movably embedded into the first arc-shaped clamping groove 212; when the second rod portion 232 is clamped into the first arc-shaped clamping groove 212, the annular flange 233 and the head of the first locking bolt 23 are respectively located at two ends of the first arc-shaped clamping groove 212 to axially limit the second rod portion 232 in the first arc-shaped clamping groove 212, that is, the annular flange 233 and the head are combined to enable the first locking bolt 23 and the first arc-shaped clamping groove 212 to be rotatably matched but fixedly connected in the axial direction. So that the first locking bolt 23 can drive the first wedging groove 24 to slide by rotating itself.

As designed above, the process of splicing the formwork bodies 100 shown in fig. 26 by the connecting assembly is as follows: rotate first locking bolt 23 earlier, and make wedging portion 241 of first wedging groove 24 withdraw from the space between first arc draw-in groove 212 and the first concave groove 211, go into second arc draw-in groove 222 card again in the first arc draw-in groove 212, later rotate first locking bolt 23 again and make wedging portion 241 card of first wedging groove 24 go into the space between first arc draw-in groove 212 and the first concave groove 211, open deformation to first arc draw-in groove 212 limits, make first arc draw-in groove 212 can't open deformation, and then just realize just also that the connection between first arc draw-in groove 212 and the second arc draw-in groove 222 is fixed. During disassembly, the first locking bolt 23 is rotated until the wedging portion 241 of the first wedging groove 24 exits from the gap between the first arc-shaped groove 212 and the first concave groove 211, and the second arc-shaped groove 222 is pulled out with force, so that the template body 100 is disassembled.

Further, as shown in fig. 13, 15 and 16, the embedded mold assembly 102 is designed as an example for better integrally fixing the first connecting member 21 and the second connecting member 22 to the template body 100. The buried mold assembly 102 can also include a plurality of support recessed slots 1024.

The supporting concave grooves 1024 are disposed between the first embedded template 1021 and the second embedded template 1022, and are used for installing the first connecting element 21 or the second connecting element 22.

A gap space is formed between the supporting concave groove 1024 and the first concave groove 211 or the second concave groove 221; a communication port f for communicating the gap space is formed in the second embedded template 1022; the casting layer 101 is further provided with a second filling portion filled in the gap space through the communication port f. That is, when the casting layer 101 is cast, the cement paste can enter the gap space through the communication port f, so that the first connecting member 21 or the second connecting member 22 and the formwork body 100 are firmly integrated.

Further, as shown in fig. 16 and 17, as for the connection between the first connector 21 or the second connector 22 and the support concave groove 1024, the support plate portion 213 that is in contact with the support concave groove 1024 may be provided on the bottom surface of each of the first concave groove 211 and the second concave groove 221. The two end surfaces of the supporting plate 213 in the longitudinal direction are respectively connected with a connecting plate 214, two ends of the connecting plate 214 are provided with a bending part 215 capable of being fixedly connected with the supporting recessed groove 1024, and the two connecting plates 214 are respectively connected with the first embedded template 1021 and the second embedded template 1022. The connection between the connecting plate portion 214 and the first embedded template 1021 or the second embedded template 1022 may be fastened by a fastener such as a bolt, and similarly, the bending portion 215 and the supporting recessed groove 1024 may also be fastened by a fastener such as a bolt. The support channel 1024 in this embodiment is also made of a fiber cement material or a fiber calcium silicate material.

Of course, as shown in fig. 23, if the form body 100 is a form without the thermal insulation material layer 103, that is, if the form body 100 is directly a cast form structure, at this time, the bottom surfaces and the two side surfaces of the first concave groove 211 and the second concave groove 221 may be respectively provided with a convex plate portion 223 for increasing the contact area with the form structure, so that the first connecting member 21 and the second connecting member 22 are better integrated with the form body 100.

And as shown in fig. 9 to 11, when the coupling assembly is used to accomplish the coupling between the inner wall form c and the outer wall form e, it may further include a tie bar 27, a second wedging groove 25 and a second locking bolt 26 as shown in fig. 21 to 24.

The second wedge groove 25 is slidably mounted in the second concave groove 221, and also has a wedge 251 that is clamped between the second arc-shaped groove 222 and the second concave groove 221.

The second wedging groove 25 is further provided with a second threaded hole 253, the rod part of the second locking bolt 26 is also provided with an annular flange 233, and the annular flange 233 divides the rod part of the second locking bolt 26 into a first rod part 231 matched with the second threaded hole 253 and a second rod part 232 movably embedded into the second arc-shaped clamping groove 222; when the second rod portion 232 of the second locking bolt 26 is clamped into the second arc-shaped clamping groove 222, the annular flange 233 and the head portion of the second locking bolt 26 are respectively located at two ends of the second arc-shaped clamping groove 222, so that the second rod portion 232 is axially limited in the second arc-shaped clamping groove 222; the second locking bolt 26 is adapted to slide the second wedging groove 25 by rotating itself. The principle that the second locking bolt 26 drives the second wedge-shaped groove 25 to slide by rotating is the same as the principle that the first locking bolt 23 drives the second wedge-shaped groove 25 to slide by rotating, and therefore the description is omitted.

The second wedge-in groove 25 is also provided with a groove 252 with the opening direction consistent with that of the second concave groove 221; one end of the second wedging groove 25, which is far away from the second arc-shaped clamping groove 222, is provided with a bayonet 251 which is communicated with the groove 252 and can be used for clamping the rod part of the pull rod 27.

The opposite pull rod 27 has a threaded portion 271 at one end for being threadedly connected to the head of the first locking bolt 23, and a cap portion 272 at the other end extending into the groove 252 and being capable of abutting against a sidewall of the groove 252 away from the second arc-shaped slot 222.

When connecting the formwork body 100 for the concrete casting of the wall body, one end of the tie rod 27 having the cap 272 is first snapped into the groove 252 through the bayonet 251, and the other end of the tie rod 27 is then screwed to the head of the first locking bolt 23. The opposite pulling rod 27 is fixed, and the first locking bolt 23 is rotated to be clamped into the gap between the first concave groove 211 and the first arc-shaped clamping groove 212 by the wedging part 241 of the first wedging groove 24, and meanwhile, the first locking bolt 23 is tightly connected with the thread part 271 of the opposite pulling rod 27. And then the second locking bolt 26 is rotated to enable the second wedging groove 25 to move towards the gap direction before being clamped into the second concave groove 221 and the second arc-shaped clamping groove 222 until the opposite pulling rod 27 is tensioned, so that the connection between the external wall template e and the internal wall template c is realized.

Further, as shown in fig. 16 and 17, in the case that the first wedge groove 24 is disposed on the first concave groove 211, in order to facilitate positioning and installation of the first wedge groove 24 and make sliding of the first wedge groove 24 more stable, the first guide bar 217 may be detachably inserted into the first arc-shaped clamp groove 212, and the first wedge groove 24 is provided with a first guide hole 243 through which the first guide bar 217 movably passes. The first guide bar 217 is used to position and install the first wedge-in groove 24, and at the same time, the sliding of the first wedge-in groove 24 is made more smooth. Specifically, a third threaded hole 216 may be disposed at a connection portion of the first arc-shaped clamping groove 212 and the first concave groove 211, and a thread structure having a thread fit with the third threaded hole 216 is disposed on the first guide rod 217, so that the fixing is achieved through the third threaded hole 216, and a portion passing through the third threaded hole 216 is fitted with the first guide hole 243.

Similarly, as shown in fig. 21 and 23, in the case that the second concave groove 221 is provided with the second wedging groove 25, in order to facilitate the positioning and installation of the second wedging groove 25 and make the sliding of the second wedging groove 25 more stable, the second guide rod 225 may be detachably inserted into the second arc-shaped clamping groove 222, and the second wedging groove 25 is provided with a second guide hole 254 for the second guide rod 225 to movably pass through. The second guide bar 225 is used to position and install the second wedge-in groove 25 while making the sliding of the second wedge-in groove 25 more smooth. Specifically, a fourth threaded hole 224 may be disposed at a connection portion of the second arc-shaped slot 222 and the second concave slot 221, and a threaded structure having a thread fit with the fourth threaded hole 224 is disposed on the second guide rod 225, so that the fixing is achieved through the fourth threaded hole 224, and a portion passing through the fourth threaded hole 224 is fit with the second guide hole 254.

In addition, in the present application, as shown in fig. 4, the upper portions of the two sides of the vertical plate portion 2012 on the bottom plate 201 may further be respectively provided with an avoiding notch 2013 as required, so as to avoid shielding the first connecting member 21 or the second connecting member 22, and ensure normal use of the connecting assembly.

In the present application, as shown in fig. 13, the top surface or the bottom surface of the formwork body 100 is further integrally provided with an upper connecting member 1025 and a lower connecting member 1025, which are used for realizing the upper and lower connection of the formwork body 100, that is, the connection between the floor formwork g and the inner wall formwork c shown in fig. 9, for example. The upper and lower connecting members 1025 can also be disposed in a supporting recessed groove 1024 and connected to the first embedded template 1021 or the second embedded template 1022 through fasteners such as bolts, and the above-mentioned first connecting member 21 or the second connecting member 22 is referred to as an integral form of the template body 100, which is not described again. The upper and lower connecting members 1025 can be designed according to the requirement, such as holes and grooves for upper and lower connection, without limitation.

While the present invention has been described in detail with reference to the drawings, it is to be understood that the same is by way of illustration and example only and is not to be taken by way of limitation, as the scope of the present invention will be determined by the appended claims.

Claims

1. The non-detachable building template with the lifting adjusting device is characterized by comprising a template body (100) and the lifting adjusting device (200);

the lifting adjusting device (200) is connected with the template body (100) and used for driving the template body (100) to move up and down.

2. The non-removable building template with a lifting adjustment device according to claim 1, wherein the lifting adjustment device (200) comprises a bottom plate (201) and a lifting adjustment mechanism (202);

the bottom plate (201) comprises a horizontal plate part (2011) and a vertical plate part (2012) connected to one side edge of the horizontal plate part (2011);

the horizontal plate part (2011) is positioned below the bottom surface of the template body (100), and an installation space (d) is enclosed between the horizontal plate part and the bottom surface of the template body (100) as well as the vertical plate part (2012);

the lifting adjusting mechanism (202) is arranged in the installation space (d) and is respectively connected with the template body (100) and the horizontal plate part (2011).

3. The non-removable building template with lifting adjustment device as recited in claim 2, characterized in that the lifting adjustment mechanism (202) is single in number, so that the lifting adjustment device (200) can only be used to bring the template body (100) into lifting motion; or

The number of the lifting adjusting mechanisms (202) is multiple, and the lifting adjusting mechanisms (202) are arranged at intervals along the direction perpendicular to the thickness direction of the template body (100), so that the lifting adjusting device (200) can be used for driving the template body (100) to move up and down and also can be used for driving the template body (100) to move obliquely.

4. The non-demountable building template with elevation adjustment apparatus according to claim 1, wherein the elevation adjustment mechanism (202) is a shear-type elevation adjustment mechanism (202) comprising a lower bracket (2022), an upper bracket (2021), and an adjustment assembly;

the adjusting component comprises a driving screw rod (2023), two nuts (2024) and two connecting rod sets (2027);

the two nuts (2024) are arranged between the upper bracket (2021) and the lower bracket (2022) at intervals;

the two connecting rod groups (2027) are correspondingly connected with the two nuts (2024) one by one, and each connecting rod group (2027) comprises an upper connecting rod (2025) and a lower connecting rod (2026);

one end of the upper connecting rod (2025) is hinged with the nut (2024), and the other end of the upper connecting rod is hinged with the upper bracket (2021);

one end of the lower connecting rod (2026) is hinged with the nut (2024), and the other end of the lower connecting rod is hinged with the lower bracket (2022);

the driving screw rod (2023) is connected with the two nuts (2024) and is used for driving the two nuts (2024) to move close to each other or move away from each other by rotating the driving screw rod.

5. The non-removable building panel with lift adjustment according to claim 4, characterized in that the number of lower brackets (2022) and upper brackets (2021) is two;

the two lower brackets (2022) are arranged at intervals;

the two upper brackets (2021) and the lower brackets (2022) are arranged in a one-to-one correspondence manner.

6. The non-removable building panel with lift adjustment as recited in claim 1 wherein said lift adjustment mechanism (202) is a screw lift adjustment mechanism (202) comprising a lower bracket (2022), an upper bracket (2021), an adjustment screw (2028), an adjustment barrel (2029), and a support platform (14);

one end of the adjusting cylinder (2029) is rotatably connected with the supporting table (14), and an internal thread which is in threaded fit with the adjusting screw rod (2028) is arranged in the adjusting cylinder (2029);

the supporting platform (14) is hinged with the upper bracket (2021);

one end of the adjusting screw rod (2028) is hinged with the lower bracket (2022), and the other end thereof movably extends into the adjusting cylinder (2029).

7. The non-demountable building template with elevation adjustment according to claim 1, wherein the template body (100) comprises a buried mold assembly (102), a casting layer (101), and a layer of thermal insulation material (103);

the embedded die assembly (102) is made of fiber reinforced cement material or fiber reinforced calcium silicate material, and comprises a first embedded die plate (1021), a second embedded die plate (1022) and a plurality of die rings (1023);

the plurality of die rings (1023) are arranged between the first embedded template (1021) and the second embedded template (1022), one end of an inner cavity of each die ring (1023) penetrates through the first embedded template (1021), and the other end of the inner cavity of each die ring penetrates through the second embedded template (1022);

the layer of thermal insulation material (103) is disposed between the first embedded template (1021) and the second embedded template (1022);

the pouring layer (101) is integrally formed on one surface, away from the first embedded formwork (1021), of the second embedded formwork (1022);

the pouring layer (101) is provided with a first filling part for filling the mould ring (1023);

the first filling part extends out of the first embedded template (1021) through the die ring (1023), and a part of the first filling part extending out of the first embedded template (1021) forms a boss (1011) with a diameter larger than that of the die ring (1023) and attached to the first embedded template (1021).

8. The non-dismantling building formwork with a lifting adjusting device as recited in claim 7, wherein a fixing rod member (104) is embedded in each of the first filling parts;

one end of the fixed rod piece (104) extends out of the boss (1011), and the other end of the fixed rod piece extends out of the pouring layer (101);

the rod section of the fixed rod piece (104) extending out of the pouring layer (101) is a threaded section.

9. The non-removable building template with lifting adjustment device according to claim 7, further comprising a connecting assembly for connecting between the template bodies (100);

the connecting assembly comprises a first connecting piece (21), a second connecting piece (22), a first locking bolt (23) and a first wedging groove (24);

the first connecting piece (21) comprises a first concave groove (211);

a first arc-shaped clamping groove (212) which has a cross section larger than a half circle and certain opening and closing deformation is arranged in the first concave groove (211) along the length direction of the first concave groove;

the second connector (22) comprises a second groove (221);

a second arc-shaped clamping groove (222) which is larger than one circle in cross section and can be movably clamped into the first arc-shaped clamping groove (212) is arranged in the second concave groove (221) along the length direction of the second concave groove;

the first wedge-in groove (24) is slidably mounted in the first concave groove (211), and is provided with a wedge-in part (241) clamped between the first arc-shaped clamping groove (212) and the first concave groove (211) and used for stopping the opening deformation of the first arc-shaped clamping groove (212);

the first wedging groove (24) is also provided with a first threaded hole (242);

an annular flange (233) is arranged on the rod part of the first locking bolt (23), and the annular flange (233) divides the rod part of the first locking bolt (23) into a first rod part (231) matched with the first threaded hole (242) and a second rod part (232) movably embedded into the first arc-shaped clamping groove (212);

when the second rod part (232) is clamped into the first arc-shaped clamping groove (212), the annular flange (233) and the head part of the first locking bolt (23) are respectively positioned at two ends of the first arc-shaped clamping groove (212) so as to axially limit the second rod part (232) in the first arc-shaped clamping groove (212);

the first locking bolt (23) is used for driving the first wedge-in groove (24) to slide through self rotation.

10. The non-removable building panel with lift adjustment as recited in claim 9 wherein said submerged mold assembly (102) further comprises a plurality of support channels (1024);

the plurality of supporting concave grooves (1024) are arranged between the first embedded template (1021) and the second embedded template (1022) and are used for installing the first connecting piece (21) or the second connecting piece (22);

a clearance space is formed between the support concave groove (1024) and the first concave groove (211) or the second concave groove (221);

a communication opening (f) for communicating the gap space is formed in the second embedded template (1022);

the pouring layer (101) is further provided with a second filling part filled in the gap space through the communication port (f).

11. The non-removable building template with the lifting adjusting device according to claim 10, wherein the bottom surfaces of the first concave groove (211) and the second concave groove (221) are provided with a supporting plate part (213) contacting with the supporting concave groove (1024);

connecting plate parts (214) are respectively connected to two end surfaces of the supporting plate part (213) in the length direction;

two ends of the connecting plate part (214) are provided with bending parts (215) which can be fixedly connected with the supporting concave grooves (1024);

one of the web portions (214) is connected to the first embedded form (1021) and the other of the web portions (214) is connected to the second embedded form (1022).

12. The non-removable building panel with lift adjustment according to claim 9, wherein the connection assembly further comprises a tie rod (27), a second wedging groove (25) and a second locking bolt (26);

the second wedge-in groove (25) is slidably mounted in the second concave groove (221), and is also provided with a wedge part (241) clamped between the second arc-shaped clamping groove (222) and the second concave groove (221);

the second wedge-in groove (25) is also provided with a second threaded hole (253);

an annular flange (233) is also arranged on the rod part of the second locking bolt (26), and the annular flange (233) also divides the rod part of the second locking bolt (26) into a first rod part (231) matched with the second threaded hole (253) and a second rod part (232) movably embedded into the second arc-shaped clamping groove (222);

when the second rod part (232) of the second locking bolt (26) is clamped into the second arc-shaped clamping groove (222), the annular flange (233) and the head part of the second locking bolt (26) are respectively positioned at two ends of the second arc-shaped clamping groove (222) so as to axially limit the second rod part (232) in the second arc-shaped clamping groove (222);

the second locking bolt (26) is used for driving the second wedge-in groove (25) to slide by rotating per se;

the second wedge-in groove (25) is also provided with a groove (252) with the opening direction consistent with that of the second concave groove (221);

one end of the second wedge-in groove (25) far away from the second arc-shaped clamping groove (222) is provided with a bayonet (251) which is communicated with the groove (252) and can be used for clamping the rod part of the counter pull rod (27);

one end of the opposite pull rod (27) can be in threaded connection with the head of the first locking bolt (23), and the other end of the opposite pull rod extends into the groove (252) and can be in contact with and abut against one side wall, far away from the second arc-shaped clamping groove (222), of the groove (252).

13. The non-detachable building template with the lifting adjusting device according to claim 12, wherein a first guide rod (217) is detachably inserted into the first arc-shaped clamping groove (212), and a first guide hole (243) for the first guide rod (217) to movably pass through is formed in the first wedging groove (24); and/or

A second guide rod (225) is detachably inserted into the second arc-shaped clamping groove (222), and a second guide hole (254) through which the second guide rod (225) movably passes is formed in the second wedging groove (25).