CN220895045U - Special wall body of assembled concrete wall body installation training and training platform - Google Patents

Abstract

The utility model provides a special wall body and a training platform for mounting and training an assembled concrete wall body, wherein the special wall body is composed of prefabricated concrete plates, and horizontal steel bars and vertical steel bars are arranged inside the prefabricated concrete plates; the special wall body for the assembly type concrete wall body installation training is internally embedded with a full grouting sleeve which is matched with the special training platform for the assembly type concrete wall body installation training to simulate the assembly type concrete wall body installation of a single piece. The training platform comprises three concrete bottom plates and a connecting piece for connecting the concrete bottom plates into a whole, wherein four hanging nails are respectively arranged on the three concrete bottom plates and used for moving the three concrete bottom plates. Aiming at the problems of complex work cross operation, potential safety hazard and the like in the construction of the fabricated concrete building, the utility model installs the special wall body and the training platform for training through the fabricated concrete wall body, so that a user can perform actual operation and training in a safe simulation environment, and master the installation skill and operation flow of the fabricated concrete wall body.

Description

Special wall body of assembled concrete wall body installation training and training platform

Technical Field

The utility model relates to the technical field of civil engineering, in particular to a special wall body for mounting and training an assembled concrete wall body and a training platform.

Background

In the field of modern building construction, an assembled concrete building gradually becomes an important building method. The method realizes the improvement of construction speed and the guarantee of quality by means of prefabricated components, modularized assembly and the like. However, the fabricated concrete building construction involves cross-working of a plurality of working types, is complex in condition and has a plurality of potential safety hazards. Meanwhile, the fabricated concrete building components are heavy, and the installation process thereof requires high expertise and skill. In order to improve the skill level of constructors, ensure construction safety and meet the learning and training requirements of related professional students, a special wall body and a training platform for mounting and training an assembled concrete wall body need to be developed.

Conventional training methods may present problems of high time costs and high safety risks in actual job site operations. Therefore, there is a need for an innovative training regimen that enables students and workers to perform efficient fabricated concrete wall installation skill training in a simulated environment. In order to meet the requirement, the special wall body and the training platform for the mounting and training of the fabricated concrete wall body are invented.

Disclosure of utility model

In order to solve the problems, the utility model aims to provide a special wall body for mounting and training an assembled concrete wall body and a training platform, and aims to provide a safe and simulated environment for learning, training, skill competition and the like in the assembled concrete building field so as to improve the skill level and construction efficiency of workers and students.

Based on the above object, in a first aspect, the present utility model provides a wall body special for mounting and training an assembled concrete wall body, which is composed of prefabricated concrete slabs, wherein horizontal steel bars and vertical steel bars are arranged inside the prefabricated concrete slabs.

As a further scheme of the utility model, the special wall is formed by adopting prefabricated concrete plates with the dimensions of 1000mm (width) multiplied by 1250mm (height) multiplied by 200mm (thickness), and 16 horizontal reinforcing steel bars with the diameter phi of 8mm, 9 vertical reinforcing steel bars with the diameter phi of 10mm and 5 vertical reinforcing steel bars with the diameter phi of 12mm are arranged in the prefabricated concrete plates.

As a further scheme of the utility model, the special wall for the mounting training of the fabricated concrete wall is embedded with 5 full grouting sleeves with the diameter phi of 12mm, and the special wall is used for simulating the mounting of a single-piece fabricated concrete wall by matching with a special training platform for the mounting training of the fabricated concrete wall.

As a further scheme of the utility model, the special wall for the mounting training of the fabricated concrete wall is embedded with four steel bar threaded sleeves with the diameter phi of 16mm, and is used for being matched with a special training platform for the mounting training of the fabricated concrete wall to simulate the inclined support and fixation during the mounting of the fabricated concrete wall.

As a further scheme of the utility model, six PVC sleeves with the diameter phi of 25mm are embedded in the special wall for the mounting training of the fabricated concrete wall, and are used for being matched with a special training platform for the mounting training of the fabricated concrete wall to simulate the fixed mounting of the node templates of the fabricated concrete wall.

As a further scheme of the utility model, 2 hanging nails are embedded in the special wall for the mounting and training of the fabricated concrete wall, and the special wall is matched with the mounting and training platform of the fabricated concrete wall and is used for simulating the lifting operation of the fabricated concrete wall.

As a further scheme of the utility model, the special wall for the mounting training of the fabricated concrete wall is characterized in that 5 upper extension steel bars with the diameter phi of 12mm are outwards extended from the upper part of the prefabricated concrete wall, and the special wall is used for simulating the mounting of the nodes of the fabricated concrete wall.

As a further scheme of the utility model, the special wall for the mounting training of the fabricated concrete wall body is characterized in that 8 side extension reinforcing steel bars with the diameter phi of 8mm are respectively extended outwards from two sides of the prefabricated concrete wall plate and are used for simulating the mounting of the nodes of the fabricated concrete wall body.

As a further scheme of the utility model, the special wall for the mounting training of the fabricated concrete wall body can simulate the mounting of the nodes such as the straight-shaped, L-shaped, T-shaped and the like of the fabricated concrete wall body by combining two special wall bodies.

As a further scheme of the utility model, the special wall for the mounting training of the fabricated concrete wall body is matched with a mounting training platform for the fabricated concrete wall body, and can be used for simulating the mounting of a single fabricated concrete wall body.

As a further scheme of the utility model, the special wall for the assembly type concrete wall installation training is matched with an assembly type concrete wall installation training platform to be used, and can be used for simulating the installation of the straight-shaped assembly type concrete wall nodes.

As a further scheme of the utility model, the special wall for the mounting training of the fabricated concrete wall body is matched with a mounting training platform of the fabricated concrete wall body, and can be used for simulating the mounting of the L-shaped fabricated concrete wall body nodes.

The utility model also provides a special training platform for mounting and training the assembled concrete wall, which comprises three concrete bottom plates and a connecting piece for connecting the concrete bottom plates into a whole; wherein, the three concrete bottom plates are respectively a first plate (DB 1), a second plate (DB 2) and a third plate (DB 3).

As a further scheme of the utility model, four hanging nails are respectively arranged on the three concrete bottom plates and used for moving the three concrete bottom plates DB1, DB2 and DB 3; wherein DB1 and DB3 are concrete slabs with dimensions 2100mm by 1250mm by 200mm and 8 double-layer bidirectional reinforcing steel bar meshes with diameters of 200mm arranged inside; DB2 is a concrete slab with dimensions 2100mm by 1100mm by 200mm and 8 double-layer two-way reinforcing steel meshes with diameters of 200 mm.

As a further scheme of the utility model, 30 reinforcing steel bar threaded sleeves with the diameter phi of 12mm are pre-embedded on three concrete bottom plates DB1, DB2 and DB3, 10 reinforcing steel bar threaded sleeves with the diameter phi of 12mm are respectively inserted, and the six reinforcing steel bar threaded sleeves are used for simulating and installing six wall nodes around the bottom plates.

As a further scheme of the utility model, 10 reinforcing steel bar threaded sleeves with the diameter phi of 12mm are pre-embedded on three concrete bottom plates DB1, DB2 and DB3, 5 reinforcing steel bars with the diameter phi of 12mm are respectively inserted, and are used for simulating the installation of a wall body node in the middle of the bottom plates, and simultaneously 5 reinforcing steel bars with the diameter phi of 12mm are inserted on the other side, so that the reverse installation of the wall body node is simulated.

As a further scheme of the utility model, 12 reinforcing steel bars with the diameter phi of 12mm are respectively inserted into 12 reinforcing steel bar threaded sleeves with the diameter phi of 12mm, which are pre-embedded on three concrete bottom plates DB1, DB2 and DB3, so as to simulate the installation of L-shaped wall nodes.

As a further scheme of the utility model, 24 number 4 reinforcing steel bar threaded sleeves with the diameter phi of 14mm are pre-embedded at two sides of three concrete bottom plates DB1, DB2 and DB3, 8 reinforcing steel bars with the diameter phi of 14mm are respectively inserted, and the reinforcing steel bars are used for simulating the installation of the straight wall nodes.

As a further scheme of the utility model, 24 number 4 reinforcing steel bar threaded sleeves with the diameter phi of 14mm are pre-embedded at two sides of three concrete bottom plates DB1, DB2 and DB3, and 12 reinforcing steel bars with the diameter phi of 14mm are respectively inserted for simulating the installation of T-shaped wall nodes.

As a further scheme of the utility model, two diagonal bracing connectors are respectively fixed by embedding 16 number 6 steel bar threaded sleeves with the diameter phi of 16mm on three concrete bottom plates DB1, DB2 and DB3 so as to fix four diagonal bracing.

As a further scheme of the utility model, 30 steel bar threaded sleeves with the diameter phi of 12mm are pre-embedded on three concrete bottom plates DB1, DB2 and DB3, and 10 steel bars with the diameter phi of 12mm are respectively inserted for simulating the installation of the straight wall nodes.

As a further scheme of the utility model, 30 reinforcing steel bar threaded sleeves with the diameter phi of 12mm are pre-embedded on three concrete bottom plates DB1, DB2 and DB3, and 10 reinforcing steel bars with the diameter phi of 12mm are respectively inserted for simulating the installation of L-shaped wall nodes.

Compared with the prior art, the special wall for mounting and training the assembled concrete wall and the training platform provided by the utility model have the following beneficial effects:

1. Safety training and simulation: the special wall body for the assembly type concrete wall body installation training and the training platform provide a safe simulated construction environment for students and workers of related professions, are used for learning and practicing the installation skills of the assembly type concrete wall body, and avoid causing safety accidents in actual construction.

2. Cross-job training: the assembled concrete building construction relates to cooperative work of a plurality of work types, and the training platform can enable personnel of different work types to train in the same simulation environment and promote cooperation and coordination among the work types.

3. And (3) actual combat simulation: the training platform allows students and workers to conduct practical operations such as paying off, reinforcing steel bar correction, lifting and the like in simulated construction sites, so that the practical operation capability and working experience of the students and workers are improved.

4. The actual construction progress is not affected: the actual construction site operation may delay the construction period, but the training platform enables students and workers to train in the simulation environment without affecting the actual construction progress.

5. The skill is continuously improved: the training platform can be used for activities such as horizontal testing and skill competition, and helps students and workers to continuously improve the mounting skill of the assembled concrete wall, and increase the competitiveness and professional level of the students and the workers.

6. Multiple node simulation: the training platform provides multiple wall node simulation scenes, such as a 'straight shape', 'L-shaped' and 'T-shaped', so that students and workers can practice and train according to different situations.

7. Efficient skill assessment: by doing the actual operations in a simulated environment, the skill level of students and workers can be more accurately assessed, providing them with targeted training and instruction.

8. The assembly technology is improved: in the process of simulating wall assembly, different types of supporting and connecting modes are considered, and students and workers can master the assembly technology under different conditions.

9. Practicality and applicability: the training platform can be used indoors and outdoors, is suitable for various scenes such as school training, skill competition and the like, and provides practical assembly type concrete wall installation training for different requirements.

10. Promoting industry development: by providing a high-quality training and simulation platform, the technology is beneficial to culturing more professional talents, improving the whole level of the fabricated concrete construction industry and promoting the sustainable development of the industry.

In summary, the utility model relates to a special wall body for mounting and training an assembled concrete wall body and a training platform, and provides a training solution for simulating an actual construction environment aiming at the problems of complex work cross operation, potential safety hazard and the like existing in the assembled concrete building construction. Through special wall body of assembled concrete wall body installation training and training platform, student, workman and professional can carry out actual operation and training in safe simulation environment, master assembled concrete wall body installation's skill and operation flow.

The training platform can provide actual operation simulation, safety training, various node exercises, procedure training, team cooperation, real-time feedback, skill assessment, flexible arrangement, continuous promotion and promotion of industry development. Students, workers and professionals who are suitable for the field of the fabricated concrete construction can prepare and cope with challenges in the practical construction environment better, so that development and progress of the field of the fabricated concrete construction are promoted.

In general, the special wall for mounting and training the assembled concrete wall and the training platform have remarkable practical application values in the aspects of improving operation skills, strengthening safety consciousness, promoting team cooperation and the like, and make positive contribution to culturing more specialized talents in the field of assembled concrete construction.

These and other aspects of the application will be more readily apparent from the following description of the embodiments. It is to be understood that both the foregoing general description and the following detailed description are exemplary and explanatory only and are not restrictive of the application as claimed.

Drawings

In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings that are necessary for the description of the embodiments or the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the utility model and that other embodiments may be obtained according to these drawings without inventive effort for a person skilled in the art.

In the figure:

FIG. 1 is a top view of the overall structure of a fabricated concrete wall body dedicated for installation and training of the present utility model;

FIG. 2 is a front view of the whole structure of a wall body special for mounting and training an assembled concrete wall body;

FIG. 3 is a bottom view of the overall structure of a fabricated concrete wall body for training;

FIG. 4 is a side view of the overall structure of a fabricated concrete wall body of the present utility model for training;

FIG. 5 is a schematic diagram of a simulated installation of "in-line" wall nodes in an assembled concrete wall installation training dedicated wall according to the present utility model;

FIG. 6 is a schematic view of simulated installation of "L-shaped" wall nodes in an assembled concrete wall installation training dedicated wall according to the present utility model;

FIG. 7 is a schematic diagram of simulated installation of "T-shaped" wall nodes in an assembled concrete wall installation training dedicated wall according to the present utility model;

FIG. 8 is a top view of the overall structure of a training platform special for mounting and training an assembled concrete wall;

FIG. 9 is an elevation view of the general structure of a training platform for mounting and training an assembled concrete wall according to the present utility model;

FIG. 10 is a left side view of the overall structure of a training platform special for mounting and training an assembled concrete wall body;

fig. 11 is a right side view of the whole structure of the training platform special for the mounting training of the fabricated concrete wall.

Fig. 12 is a schematic side view of a connector in a training platform special for mounting and training an assembled concrete wall.

Fig. 13 is a schematic diagram of a front view structure of a training platform special for mounting and training an assembled concrete wall, which can only be used for connecting a monster.

Wherein, the reference numerals:

1-full grouting sleeve, 2-steel bar threaded sleeve, 3-PVC sleeve, 4-hanging nail, 5-upper extension steel bar, 6-side extension steel bar and 7-special wall;

The steel bar threaded sleeve 11-1, the steel bar threaded sleeve 12-2, the 13-connecting piece, the steel bar threaded sleeve 144, the steel bar threaded sleeve 15-5, the steel bar threaded sleeve 16-6, the 17-hanging nail and the steel bar threaded sleeve 18-8.

Detailed Description

The present application will be further described with reference to the accompanying drawings and detailed description, wherein it is to be understood that, on the premise of no conflict, the following embodiments or technical features may be arbitrarily combined to form new embodiments.

In order to make the objects, technical solutions and advantages of the present utility model more apparent, the following embodiments of the present utility model will be described in further detail with reference to the accompanying drawings. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the utility model.

It should be noted that, in the embodiments of the present utility model, all the expressions "first" and "second" are used to distinguish two non-identical entities with the same name or non-identical parameters, and it is noted that the "first" and "second" are only used for convenience of expression, and should not be construed as limiting the embodiments of the present utility model. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, apparatus, article, or device that comprises a list of steps or elements does not include other steps or elements inherent to the apparatus.

The following description of the embodiments of the present application will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are some, but not all embodiments of the application. All other embodiments, which can be made by those skilled in the art based on the embodiments of the application without making any inventive effort, are intended to be within the scope of the application.

The flow diagrams depicted in the figures are merely illustrative and not necessarily all of the elements and operations/steps are included or performed in the order described. For example, some operations/steps may be further divided, combined, or partially combined, so that the order of actual execution may be changed according to actual situations.

Some embodiments of the present application are described in detail below with reference to the accompanying drawings. The following embodiments and features of the embodiments may be combined with each other without conflict.

Because the assembly type concrete building construction site has multiple working procedures of cross operation, the condition is complex, and unsafe factors exist more. The assembled concrete building components are heavy and have strong installation speciality, and the hoisting installation of the assembled concrete building components is required to be specially studied and trained. Related professional students learn, horizontal test and skill competition, and when the assembly type concrete wall installer performs special learning and training, such as operation on a construction site, firstly, construction period is delayed, and secondly, safety accidents are easily caused.

In view of the above, the utility model provides a special wall body and a training platform for mounting and training an assembled concrete wall body, and aims to provide a safe and simulated environment for learning, training, skill competition and the like in the field of assembled concrete construction so as to improve the skill level and construction efficiency of workers and students.

Referring to fig. 1 to 7, an embodiment of the present utility model provides a fabricated concrete wall body dedicated for installation and training of a wall body, which is composed of prefabricated concrete slabs, wherein horizontal steel bars and vertical steel bars are provided inside the prefabricated concrete slabs. The special wall body is formed by adopting prefabricated concrete plates with the dimensions of 1000mm (width) multiplied by 1250mm (height) multiplied by 200mm (thickness), wherein 16 horizontal steel bars with the diameter phi of 8mm, 9 vertical steel bars with the diameter phi of 10mm and 5 vertical steel bars with the diameter phi of 12mm are arranged in the prefabricated concrete plates.

In some embodiments, the special wall for the mounting and training of the fabricated concrete wall is embedded with 5 full grouting sleeves 1 with the diameter phi of 12mm, and the special wall is used for simulating the mounting of a single fabricated concrete wall by matching with a special training platform for the mounting and training of the fabricated concrete wall.

In some embodiments, four reinforced bar threaded sleeves 2 with the diameter phi of 16mm are embedded in the special wall for the mounting training of the fabricated concrete wall, and are used for being matched with a special training platform for the mounting training of the fabricated concrete wall to simulate the inclined support and fixation during the mounting of the fabricated concrete wall.

In some embodiments, six PVC sleeves 3 with the diameter phi of 25mm are embedded in the special wall for the mounting training of the fabricated concrete wall, and are used for being matched with a special training platform for the mounting training of the fabricated concrete wall to simulate the fixed mounting of the node templates of the fabricated concrete wall.

In some embodiments, the special wall for the assembly type concrete wall installation training is embedded with 2 hanging nails 4, and is matched with the assembly type concrete wall installation training platform to simulate the lifting operation of the assembly type concrete wall.

In some embodiments, the prefabricated concrete wall is provided with a training special wall, and 5 upper extension steel bars 5 with the diameter phi of 12mm are extended outwards from the upper part of the prefabricated concrete wall to simulate the installation of the nodes of the prefabricated concrete wall.

In some embodiments, the fabricated concrete wall is provided with a training special wall, and 8 side extension steel bars 6 with diameter phi of 8mm are respectively extended from two sides of the prefabricated concrete wall to simulate the installation of the fabricated concrete wall nodes.

In some embodiments, referring to fig. 5 and 7, the fabricated concrete wall body is used for installing a training special wall body, and the installation of the nodes such as an "in-line", "L", "T", etc. of the fabricated concrete wall body can be simulated by combining two special wall bodies 7.

In some embodiments, the fabricated concrete wall installation training special wall is used in combination with an fabricated concrete wall installation training platform, and can be used for simulating the installation of a single fabricated concrete wall.

In some embodiments, referring to fig. 5, the fabricated concrete wall installation training dedicated wall is used in combination with an fabricated concrete wall installation training platform, and can be used for simulating the installation of a straight-shaped fabricated concrete wall node.

In some embodiments, referring to fig. 6, the fabricated concrete wall installation training dedicated wall is used in combination with an fabricated concrete wall installation training platform, and can be used for simulating the installation of an L-shaped fabricated concrete wall node.

In some embodiments, referring to fig. 7, the fabricated concrete wall installation training dedicated wall is used in combination with an fabricated concrete wall installation training platform, and can be used for simulating the installation of a T-shaped fabricated concrete wall node.

The application method of the special training wall for the mounting training of the assembled concrete wall comprises the following steps: 2-3 human-made groups, on the "an assembled concrete wall installation training platform", carrying out paying-off leveling and reinforcing steel bar correction, operating a gantry crane with lifting weight less than one ton, lifting the assembled concrete wall installation training special wall 7", carrying out the assembled concrete wall installation, inclined support fixing, the" straight-line "assembled concrete wall node simulation installation, the" L-shaped "assembled concrete wall node simulation installation, the" T-shaped "assembled concrete wall node simulation installation and the like on the simulated construction site.

When the utility model is used, the utility model can be flexibly arranged indoors and outdoors by matching with an assembled concrete wall installation training platform, and the installation simulation of wall nodes such as a straight-shaped wall node, an L-shaped wall node, a T-shaped wall node and the like is carried out.

Referring to fig. 1 and 13, the utility model also provides a special training platform for mounting and training the assembled concrete wall, which comprises three concrete bottom plates and a connecting piece 3 for connecting the concrete bottom plates into a whole; wherein the three concrete bottom plates are respectively a first plate (DB 1), a second plate (DB 2) and a third plate (DB 3), and four hanging nails 14 are respectively arranged on the three concrete bottom plates and used for moving the three concrete bottom plates of DB1, DB2 and DB 3; wherein DB1 and DB3 are concrete slabs with dimensions 2100mm by 1250mm by 200mm and 8 double-layer bidirectional reinforcing steel bar meshes with diameters of 200mm arranged inside; DB2 is a concrete slab with dimensions 2100mm by 1100mm by 200mm and 8 double-layer two-way reinforcing steel meshes with diameters of 200 mm.

30 Reinforcing steel bar threaded sleeves 12 with the diameter phi of 12mm are pre-embedded on three concrete bottom plates DB1, DB2 and DB3, 10 reinforcing steel bar threaded sleeves 15 with the diameter phi of 12mm are respectively inserted, and the six reinforcing steel bar threaded sleeves are used for simulating the installation of six wall nodes around the bottom plates.

In some embodiments, 10 reinforcing steel bar threaded sleeves 15 with the diameter phi of 12mm are pre-embedded on three concrete bottom plates DB1, DB2 and DB3, 5 reinforcing steel bars with the diameter phi of 12mm are respectively inserted into the three concrete bottom plates, one wall joint in the middle of the bottom plates is used for simulating the installation, and the other side is inserted with 5 reinforcing steel bars with the diameter phi of 12mm, so that the reverse installation of the wall joint is simulated.

In some embodiments, 12 reinforcing steel bars with diameter phi of 12mm are respectively inserted into 12 reinforcing steel bar threaded sleeves 11 with diameter phi of 12mm, which are pre-embedded on three concrete bottom plates DB1, DB2 and DB3, so as to simulate the installation of L-shaped wall nodes.

In some embodiments, 24 reinforcing steel bar threaded sleeves 14 with the diameter phi of 14mm are pre-embedded at two sides of three concrete bottom plates DB1, DB2 and DB3, and 8 reinforcing steel bars with the diameter phi of 14mm are respectively inserted for simulating the installation of the straight wall nodes.

In some embodiments, 24 reinforcing steel bar threaded sleeves 14 with the diameter phi of 14mm are pre-embedded at two sides of three concrete bottom plates DB1, DB2 and DB3, and 12 reinforcing steel bars with the diameter phi of 14mm are respectively inserted for simulating the installation of the T-shaped wall nodes.

In some embodiments, two diagonal bracing connectors 3 are respectively fixed by embedding 16 number 6 steel bar threaded sleeves 16 with the diameter phi of 16mm on three concrete bottom plates DB1, DB2 and DB3 so as to fix four diagonal bracing.

In some embodiments, referring to fig. 6, 30 reinforcing steel bar threaded sleeves 12 with the diameter phi of 12mm are pre-embedded on three concrete bottom plates DB1, DB2 and DB3, and 10 reinforcing steel bars with the diameter phi of 12mm are respectively inserted for simulating the installation of the in-line wall nodes.

In some embodiments, referring to fig. 7, 30 reinforcing steel bar threaded sleeves 12 with the diameter phi of 12mm are pre-embedded on three concrete bottom plates DB1, DB2 and DB3, and 10 reinforcing steel bars with the diameter phi of 12mm are respectively inserted for simulating the installation of the L-shaped wall nodes.

In some embodiments, referring to fig. 8, three concrete bottom plates DB1, DB2 and DB3 are connected into a whole, 30 reinforcing steel bar threaded sleeves 12 with diameter phi of 12mm are embedded in the whole, and 1 reinforcing steel bar with diameter phi of 12mm is inserted in the whole; in 10 number 5 reinforcing bar threaded sleeves 15 with diameter phi of 12mm, 5 reinforcing bars with diameter phi of 12mm are inserted in between, and the wall 7 special for the assembly type concrete wall installation training can be used for the simulation installation of T-shaped wall nodes.

The application method of the special training platform for the mounting and training of the assembled concrete wall body comprises the following steps: 2-3 manual groups, simulating a construction site on an assembly type concrete wall installation training platform, carrying out paying-off leveling and reinforcing steel bar correction, operating a gantry crane with lifting weight less than one ton, lifting an assembly type concrete wall installation training special wall 7, carrying out assembly type concrete wall installation on the simulation construction site, inclined support fixing and the like.

When the wall joint construction site installation simulation system is used, the wall joint construction site installation simulation system can be flexibly arranged indoors and outdoors, and wall joint construction site installation simulation of a straight-shaped wall joint, an L-shaped wall joint, a T-shaped wall joint and the like can be performed. The method can be used for students' study, horizontal test and skill competition of related professions, and can be used for installation training, capability test, skill level and the like before the assembly type concrete wall installer enters a construction site.

It should be understood that as used herein, the singular forms "a", "an", and "the" are intended to include the plural forms as well, unless the context clearly supports the exception. It should also be understood that "and/or" as used herein is meant to include any and all possible combinations of one or more of the associated listed items. The foregoing embodiment of the present utility model has been disclosed with reference to the number of embodiments for the purpose of description only, and does not represent the advantages or disadvantages of the embodiments.

Those of ordinary skill in the art will appreciate that: the above discussion of any embodiment is merely exemplary and is not intended to imply that the scope of the disclosure of embodiments of the utility model, including the claims, is limited to such examples; combinations of features of the above embodiments or in different embodiments are also possible within the idea of an embodiment of the utility model, and many other variations of the different aspects of the embodiments of the utility model as described above exist, which are not provided in detail for the sake of brevity. Therefore, any omission, modification, equivalent replacement, improvement, etc. of the embodiments should be included in the protection scope of the embodiments of the present utility model.

Claims (10)

1. The special training platform for the mounting and training of the assembled concrete wall body is characterized by comprising three concrete bottom plates and a connecting piece for connecting the concrete bottom plates into a whole, wherein the three concrete bottom plates are respectively a plate I: DB1, panel two: DB2, panel three: DB3; four hanging nails are respectively arranged on the three concrete bottom plates and used for moving the three concrete bottom plates DB1, DB2 and DB 3.

2. The fabricated concrete wall installation training dedicated training platform according to claim 1, wherein DB1 and DB3 are concrete slabs with dimensions 2100mm x 1250mm x 200mm and 8 double-layer bidirectional reinforcement meshes with diameters of 200mm inside; DB2 is a concrete slab with dimensions 2100mm by 1100mm by 200mm and 8 double-layer two-way reinforcing steel meshes with diameters of 200 mm.

3. The special training platform for mounting and training the assembled concrete wall according to claim 2 is characterized in that 30 reinforcing steel bar threaded sleeves with the diameter phi of 12mm are pre-embedded on three concrete bottom plates DB1, DB2 and DB3, 10 reinforcing steel bar threaded sleeves with the diameter phi of 12mm are respectively inserted into the reinforcing steel bar threaded sleeves with the diameter phi of 5, and the special training platform is used for simulating the mounting of six wall nodes around the bottom plates;

10 reinforcing steel bar threaded sleeves with the diameter phi of 12mm are pre-embedded on three concrete bottom plates DB1, DB2 and DB3, 5 reinforcing steel bars with the diameter phi of 12mm are respectively inserted into the threaded sleeves, so that the threaded sleeves are used for simulating the installation of a wall body node in the middle of the bottom plates, and meanwhile, 5 reinforcing steel bars with the diameter phi of 12mm are inserted into the other side of the threaded sleeves, so that the reverse installation of the wall body node is simulated;

Through pre-burying 12 reinforcing steel bar threaded sleeves with the diameter phi of 12mm on three concrete bottom plates DB1, DB2 and DB3, respectively inserting 12 reinforcing steel bars with the diameter phi of 12mm, and installing the simulated L-shaped wall nodes;

Through pre-burying 24 number 4 reinforcing steel bar threaded sleeves with the diameter phi of 14mm on two sides of three concrete bottom plates DB1, DB2 and DB3, 8 reinforcing steel bars with the diameter phi of 14mm are respectively inserted into the sleeves, so that the installation of the straight-line wall nodes is simulated; or alternatively

Through pre-burying 30 reinforcing steel bar threaded sleeves with diameter phi of 12mm on three concrete bottom plates DB1, DB2 and DB3, 10 reinforcing steel bars with diameter phi of 12mm are respectively inserted for simulating the installation of L-shaped wall nodes.

4. The special wall for the mounting and training of the assembled concrete wall is characterized by comprising prefabricated concrete plates, wherein horizontal steel bars and vertical steel bars are arranged in the prefabricated concrete plates; the special wall for the assembly type concrete wall installation training is also embedded with a full grouting sleeve which is matched with the special training platform for the assembly type concrete wall installation training of any one of claims 1-3 to simulate the assembly type concrete wall installation of a single piece.

5. The fabricated concrete wall installation training special wall according to claim 4, wherein the special wall is formed by adopting prefabricated concrete plates with the width multiplied by the height multiplied by the thickness of 1000mm multiplied by 1250mm multiplied by 200mm, and 16 horizontal steel bars with the diameter phi of 8mm, 9 vertical steel bars with the diameter phi of 10mm and 5 vertical steel bars with the diameter phi of 12mm are arranged inside the prefabricated concrete plates; the assembled concrete wall body installs training special wall body, pre-buried have 5 diameter phi be 12 mm's full grout sleeve.

6. The special wall for the assembly type concrete wall installation training of claim 5, wherein the special wall for the assembly type concrete wall installation training is further embedded with four steel bar threaded sleeves with the diameter phi of 16mm, and the four steel bar threaded sleeves are used for being matched with a special training platform for the assembly type concrete wall installation training to simulate inclined support fixing during the assembly type concrete wall installation.

7. The special wall for the assembly type concrete wall installation training of claim 6, wherein six PVC sleeves with the diameter phi of 25mm are pre-embedded in the special wall for the assembly type concrete wall installation training, and are used for carrying out the fixed installation of the simulated assembly type concrete wall node templates in cooperation with the special training platform for the assembly type concrete wall installation training.

8. The special wall for the assembly type concrete wall installation training of claim 7, wherein the special wall for the assembly type concrete wall installation training is embedded with 2 hanging nails, and is matched with the assembly type concrete wall installation training platform for simulating the lifting operation of the assembly type concrete wall.

9. The special wall for the assembly type concrete wall installation training of claim 8, wherein in the special wall for the assembly type concrete wall installation training, 5 upper extension steel bars with the diameter phi of 12mm are extended outwards from the upper part of the prefabricated concrete wall panel for simulating the installation of the nodes of the assembly type concrete wall; 8 side extension reinforcing bars with diameter phi of 8mm are respectively extended from two sides of the prefabricated concrete wallboard and are used for simulating the installation of the assembled concrete wall nodes.

10. The special wall for the assembly type concrete wall installation training of claim 9, wherein the special wall for the assembly type concrete wall installation training simulates the installation of the straight-shaped, L-shaped and T-shaped nodes of the assembly type concrete wall by combining two special walls.