An assembled mortar construction protective shed construction method

Abstract

The application provides an assembled mortar construction protective shed construction method, and belongs to the technical field of mortar construction protective shed construction. The method comprises the following specific steps: determining the size of the protective shed according to the size of the mortar tank and the drawing, and reserving a safety margin; fixing the support base after line laying construction around the determined protective shed, and performing concrete construction on the ground to pour the basic surface; determining the structural size of the protective shed according to the drawing and the actual environment on site, disassembling the protective shed, and casting the protective shed; moving the cast protective shed framework to the construction site in sequence after the concrete solidifies, fixing the protective shed framework upwards along the support base in sequence, and performing protective shed framework construction; after the frame structure is installed, the framework sealing is started; and warning signs are installed on the assembled mortar construction protective shed. The application can solve the problems of the traditional protective shed erection mode, such as difficulty, long time consumption, low stability of the protective shed, and difficulty in bearing bad weather.

Description

TECHNICAL FIELD

[0001] The application belongs to the technical field of mortar construction protective shed construction, and particularly relates to a kind of assembled mortar construction protective shed construction method. BACKGROUND

[0002] With the development of the construction industry, more and more engineering will adopt standardized devices, which are usually used to ensure that the parts or products in the production process can be accurately formed or processed under standard conditions, reduce manual intervention, improve precision and repeatability. The main advantage of standardized devices is that they can standardize the production process, reduce production costs, shorten the construction period, and improve the overall quality of the product. Mortar tank as an important equipment of construction site, usually needs to handle a large amount of mortar and other building materials. In order to protect the safety of workers on the construction site, setting up standardized protective shed can effectively isolate the construction area from the surrounding environment and prevent mortar splashing or equipment leakage from harming workers and passers-by.

[0003] The traditional protective shed erection method is difficult, usually requiring complex engineering steps, including design, material preparation, site measurement, construction of support structure, etc. These processes take a long time, especially in large or complex construction projects, which may take several days or even weeks to complete, which cannot be completed in a short period of time, affecting the progress of the construction site and the civilized construction on site. And the traditional protective shed is easy to collapse or be damaged in storm, snowstorm or heavy rain, especially when the rainfall is large, the roof may accumulate water, causing the structure to be under pressure or even collapse. SUMMARY

[0004] Therefore, the application provides an assembled mortar construction protective shed construction method, which can solve the problems of difficult traditional protective shed erection method, long time consumption, low stability of protective shed and difficulty in withstanding bad weather.

[0005] The application is implemented as follows:

[0006] The application provides an assembled mortar construction protective shed construction method, which includes the following specific steps:

[0007] S10: Determine the size of the protective shed according to the size of the mortar tank and the drawing, and reserve a safety margin;

[0008] S20: After the line construction around the determined protective shed is fixed, the support base is fixed, and the concrete construction on the ground is carried out to pour the basic surface;

[0009] S30: Determine the structure size of the protective shed according to the drawing and the actual environment on site, and cast it after decomposition;

[0010] S40: After the concrete solidifies, the cast protective shed skeleton is moved to the construction site in turn, and is fixed upwards along the support base in turn to perform protective shed skeleton construction;

[0011] S50: After the frame structure is installed, the skeleton sealing is started;

[0012] S60: Warning signs are installed on the assembled mortar construction protective shed to complete the construction of the mortar construction protective shed.

[0013] The technical effect of the assembled mortar construction protective shed construction method provided by the application is as follows: the reserved safety margin can reduce the risk of accidents and accommodate the size deviation or error in protective shed construction, thereby improving the stability of the overall structure and avoiding damage or deformation of the protective shed due to overload.

[0014] The pouring of the basic surface can provide a solid foundation to disperse the load and reduce local pressure, prevent the displacement or settlement of the entire protective shed structure, and improve the safety and reliability of the entire construction.

[0015] By moving the disassembled protective shed to the construction site for splicing after casting, the transportation, handling and installation adjustment of the protective shed can be facilitated, which helps to reduce the construction difficulty and greatly shorten the construction period. At the same time, the large structure is disassembled into small parts for casting and assembly, which can more accurately control the size and shape of each part, thereby reducing the error of the overall structure of the protective shed.

[0016] The skeleton sealing can enhance the stability of the overall frame of the protective shed and reduce the possibility of structural movement or deformation; the sealing treatment can prevent accidental objects from entering and thus causing unnecessary safety hazards, and can provide a safer construction environment.

[0017] On the basis of the above technical solution, the assembled mortar construction protective shed construction method of the application can be further improved as follows:

[0018] The structure of the protective shed includes multiple horizontal rods and vertical rods, and adjacent horizontal rods and vertical rods are respectively fixed inside cross connectors. The middle positions of the horizontal rods and the vertical rods are provided with the fixing members for further supporting the stability of the connection between the horizontal rods and the vertical rods. The bottom of the vertical rod near the ground is fixedly connected with the support base, and the side edge of the vertical rod is provided with the reinforcing assembly for reinforcing the safety and stability of the protective shed. The top of the structure composed of the horizontal rods and the vertical rods is provided with the roof, and the roof is connected with the top of the structure composed of the horizontal rods and the vertical rods through the anti-shaking damping assembly. The roof is reserved with a moving space in the horizontal direction of the structure composed of the horizontal rods and the vertical rods, which is used for reducing the lateral force of the structure composed of the horizontal rods and the vertical rods caused by bad weather. The sidewall of the structure composed of the horizontal rods and the vertical rods is fixed with the protective net, which is used for dividing the internal and external space to stabilize the stability of the environment of the mortar construction.

[0019] The beneficial effects of the above improvement scheme are that the cross connectors can provide support in multiple directions, enhancing the overall stability of the protective shed frame. Meanwhile, the cross connectors help to evenly distribute the load to the horizontal rods and vertical rods connected thereto, reducing local stress concentration. By providing strong and stable connection points, the structural frame is ensured to be firm and durable.

[0020] By providing the fixing members, support in multiple directions of the horizontal rods and vertical rods can be provided, enhancing the stability of the overall structure of the protective shed and reducing local shaking or deformation.

[0021] By providing the circular-arched roof, natural drainage is facilitated, allowing rainwater to slide down the roof and reducing the risk of water accumulation. The streamlined design of the circular-arched roof can better resist wind pressure, reducing the impact of wind pressure on the structure and improving overall stability.

[0022] By providing the anti-shaking damping assembly, the lateral impact caused by wind can be absorbed and dispersed, reducing the direct impact on the roof and the structure below, and reducing the potential damage caused by wind. Allowing the roof to have a certain displacement space under the action of wind can effectively prevent the roof and the structure below from being shaken or unstable due to excessive wind, thereby maintaining the stability of the overall structure. By absorbing the kinetic energy caused by wind and converting it into displacement, the damping assembly can effectively prevent the roof and the structure below from being blown away or damaged due to excessive wind, enhancing the safety of the structure.

[0023] Further, the roof is a circular-arched structure, and the cross section perpendicular to the center point is a parabolic structure. The roof is made of steel reinforcement and fixed with an oil-based raincoat at the top. The oil-based raincoat is a transparent structure for ensuring the lighting inside the protective shed.

[0024] The oil rainproof cloth is fixed between the steel bars of the roof through a fixing clamp to avoid damage to the structure of the oil rainproof cloth caused by the weight of rainwater; and the edge position of the oil rainproof cloth is bent towards the inner wall of the roof, so that the oil rainproof cloth is tightly attached to the surface of the roof;

[0025] The fixing clamp is a double-ring clamp, which includes two clamps that are integrally arranged and have an included angle of 60°; one end of the double-ring clamp is fixed at a position close to the inner wall of the oil rainproof cloth on the roof, and the other end is fixed at a position close to the roof on the oil rainproof cloth, to tightly fix the roof and the oil rainproof cloth while ensuring the stability of the fixing clamp.

[0026] The beneficial effects of the above improvement scheme are that the circular-arch-shaped transparent roof can provide more uniform natural light distribution, improve the lighting conditions of the working environment, and reduce the shadow area. At the same time, the circular-arch-shaped roof has a modern and aesthetic appearance, which can improve the visual effect of the overall structure.

[0027] The oil rainproof cloth is fixed from the inside of the roof through a fixing clamp, which can make the rainproof cloth more tightly attached to the roof, and can also avoid the fixing clamp being blown away by the wind or being eroded by the external environment. When it is necessary to check or replace the rainproof cloth, the internal fixation design is usually more convenient, reducing the interference with the external structure.

[0028] The 60° included angle of the fixing clamp helps to form a larger bearing surface, balance the load distribution, improve the overall stability of the clamp, and reduce the simultaneous loosening or displacement caused by uneven stress.

[0029] Further, the shock-absorbing anti-shaking assembly includes a fixed plate, a groove, a shock-absorbing piece, and a coiled connecting piece. The fixed plate includes two sections, namely a fixed section and a secondary mounting section. The fixed section and the secondary mounting section are sequentially and tightly fixed to the top of the structure composed of the horizontal rod and the vertical rod through bolting and steel reinforcement. One side of the fixed plate is provided with the groove, which is a square structure. The shock-absorbing piece is fixed to the inner wall of the groove. The bottom edge position of the roof is welded with a connecting edge, which is fixed in the interior of the fixed plate through the groove. The bottom of the roof and the structure composed of the horizontal rod and the vertical rod are further fixed through the coiled connecting piece. The coiled connecting piece is a steel core rope, which includes at least 3 turns.

[0030] The bolt is fixed in the vertical direction of the connecting edge; the shock-absorbing part comprises a shock-absorbing spring layer and a friction layer, which are fixed on the inner wall of the groove in sequence, and the surface of the friction layer is provided with friction lines; the inside of the shock-absorbing spring layer is fixed with a spring, which is used to absorb the force in the horizontal direction of the roof.

[0031] The height of the groove is the same as that of the connecting edge of the roof, and a rubber layer is fixed at the opening position of the groove, which is used to further reinforce the connection between the roof and the structure composed of the horizontal rod and the vertical rod; the width of the groove is greater than that of the connecting edge, which is used to reserve the space for the swinging of the roof.

[0032] The beneficial effects of the above improvement scheme are that: by setting the groove, a channel for the horizontal movement of the connecting edge of the roof is provided, which facilitates the horizontal displacement of the roof under the influence of wind, and the groove is perpendicular to the connecting edge of the roof.

[0033] The internal shock-absorbing spring layer can provide elastic buffering effect, reduce the impact force and vibration received by the connecting edge, and protect the structure and connecting parts from being damaged. The friction layer can increase the friction force of the moving connecting edge, and can convert the mechanical energy of the moving connecting edge of the roof into heat energy for consumption.

[0034] The bolt penetrates the connecting edge and the shock-absorbing and swinging assembly at the same time, and the reason why the connecting edge can also move horizontally in the groove is that: during construction, there may be installation errors or slight asymmetry of the frame structure. Therefore, the connecting edge and the bolt can move slightly relative to each other to effectively compensate for these errors and ensure that the final structure quality meets the design requirements. In addition, thermal expansion and contraction caused by temperature changes will also cause the connecting edge and the bolt to move relative to each other and move horizontally in the groove.

[0035] Further, the protective net comprises a double layer, which is sleeved on both sides of the structure composed of the horizontal rod and the vertical rod, and the outer protective net is fixedly connected with the structure composed of the horizontal rod and the vertical rod through a fixing clamp and is fixed on the cross connecting piece connecting the horizontal rod and the vertical rod, respectively; the protective net is a grid structure, and the grid size of the outer layer is smaller than that of the inner layer.

[0036] The beneficial effects of the above improvement scheme are that: the larger grid of the outer layer can effectively intercept larger particles, impurities or objects, such as leaves, large particle dust, etc. The smaller grid of the inner layer can further filter smaller particles to provide more delicate protection. The double-layer grid structure can effectively prevent small animals or insects from penetrating, improve the sanitary conditions of the indoor environment, and at the same time reduce the risk of accidental intrusion of external objects.

[0037] Further, the cross connector is a cross-shaped structure, and a connecting groove is formed on each of the four corners of the cross-shaped structure, the bottom width of the connecting groove is greater than the top width, the shape of the connecting groove is the same as the shape of the adjacent horizontal rod and vertical rod, the bottom of the connecting groove is provided with a spring clamping structure, and a rubber protrusion is arranged on the side wall of the connecting groove, the rubber protrusion is perpendicular to the mounting direction of the horizontal rod and the vertical rod, and is used for fixing the horizontal rod and the vertical rod through the extrusion force of the rubber protrusion, the spring clamping structure comprises a clamping plate and a spring piece, the clamping plate is an inclined structure, the included angle between the clamping plate and the side wall of the connecting groove gradually increases along the insertion direction of the horizontal rod and the vertical rod in the cross connector, and the spring piece is fixed between the clamping plate and the side wall of the connecting groove, and is used for clamping and fixing the horizontal rod and the vertical rod.

[0038] The beneficial effects of the above improvement scheme are that the clamping plate and the spring piece can provide additional friction or fixing force to prevent the horizontal rod and the vertical rod from slipping during installation and use, thereby enhancing the stability of the connection, and by preventing the horizontal rod and the vertical rod from slipping, the deformation or displacement of the structure due to insecure connection when bearing load can be reduced, and the stability of the overall structure is maintained.

[0039] Further, one end of the fixing piece is fixed on the horizontal rod and the vertical rod, the length of the fixing piece is greater than the distance between the fixed horizontal rod and the vertical rod and the adjacent vertical rod and horizontal rod, the fixing piece is a memory metal, and the end of the fixing piece away from the fixed horizontal rod and vertical rod is curled on the adjacent vertical rod and horizontal rod under stress, and the curling directions of the adjacent fixing pieces are opposite, thereby balancing the stress in multiple directions.

[0040] The reinforcing assembly comprises a steel cable and a rivet, the rivet is welded and fixed with a pre-embedded bar inside the base surface, one end of the steel cable is fixed with the rivet, and the other end is fixed with the structure composed of the horizontal rod and the vertical rod, the reinforcing assembly comprises a plurality of assemblies, and two assemblies are symmetrically fixed on both sides of the structure fixed with the horizontal rod and the vertical rod.

[0041] The beneficial effects of the above improvement scheme are that the fixing piece as a whole presents a letter X shape, which can more evenly distribute the load, reduce concentrated stress, and improve the load-bearing capacity of the structure, and the X-shaped arrangement can effectively resist shear force, making the connection part more solid and reducing loosening or falling caused by shear force. The curling directions of the adjacent fixing pieces are opposite, which can prevent the adjacent horizontal rod and vertical rod from falling off at the same time, and reduce the occurrence of accidents.

[0042] The steel cables provide additional support force, effectively dispersing the load, reducing the swing or tilt of the protective shed under the action of wind or other external forces, and improving the overall stability. The tensioning effect of the steel cable enhances the wind resistance of the structure, so that the protective shed remains stable in strong winds or adverse weather conditions, reducing the risk of collapse. The rivets as a solid connecting piece ensure the fixed connection between the protective shed and the base surface is stable and reliable, reducing the possibility of loosening and displacement.

[0043] Further, after the frame structure is installed, the specific steps for sealing the frame are:

[0044] A 14mm thick template is fixed from bottom to top along the inner wall of the protective shed, and self-tapping nails are used to connect the template and the protective shed.

[0045] Further, the mortar storage tank is arranged at the center position of the protective shed.

[0046] Further, the specific steps for installing warning signs on the assembled mortar construction protective shed are:

[0047] A warning sign is fixed on the outer wall of the protective shed, and a ring of red LED lights surrounds the warning sign, which is used to warn the mortar construction site.

[0048] Compared with the prior art, the beneficial effects of the assembled mortar construction protective shed construction method provided by the present application are: the reserved safety margin can reduce the risk of accidents, accommodate the size deviation or error that occurs during the construction of the protective shed, and improve the stability of the overall structure, avoiding damage or deformation of the protective shed due to overload.

[0049] Pouring the base can provide a solid foundation to disperse the load and reduce local pressure, preventing the entire protective shed from shifting or settling, thereby improving the safety and reliability of the entire construction.

[0050] By disassembling and casting the protective shed and then moving it to the construction site for assembly, the transportation, handling and installation adjustment of the protective shed are facilitated, which helps to reduce the construction difficulty and greatly shorten the construction period. At the same time, the large structure is disassembled into small parts for casting and assembly, which can more accurately control the size and shape of each part, thereby reducing the error of the overall structure of the protective shed.

[0051] Frame sealing can enhance the stability of the overall frame of the protective shed, while reducing the possibility of structural movement or deformation; sealing treatment can prevent accidental objects from entering and thus causing unnecessary safety hazards, providing a safer construction environment. BRIEF DESCRIPTION OF DRAWINGS

[0052] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings needed to be used in the description of the embodiments of the present application will be briefly introduced as follows. Obviously, the drawings in the following description are only some embodiments of the present application, and other drawings can be obtained by those skilled in the art without any creative effort on the basis of these drawings.

[0053] Figure 1 It is a flow chart of an assembled mortar construction protective shed construction method.

[0054] Figure 2 It is a front view of the assembled mortar construction protective shed.

[0055] Figure 3 It is a schematic view of the internal structure of the assembled mortar construction protective shed.

[0056] Figure 4 It is a partial sectional view of the cross connecting piece of the assembled mortar construction protective shed.

[0057] Figure 5 It is a sectional view of the anti-shaking damping assembly of the assembled mortar construction protective shed.

[0058] Figure 6 It is a schematic view of the structure of the fixing clamp of the assembled mortar construction protective shed.

[0059] Figure 7 It is a schematic view of the structure of A.

[0060] In the drawings, the components represented by the respective reference numerals are listed as follows:

[0061] 10, horizontal rod; 20, vertical rod; 30, cross connecting piece; 31, spring clamping structure; 311, clamping plate; 312, spring piece; 40, fixing piece; 50, reinforcing assembly; 60, ceiling; 70, protective net; 81, fixing plate; 82, groove; 83, damping piece; 831, damping spring layer; 832, friction layer; 84, coiled connecting piece. DETAILED DESCRIPTION

[0062] In order to make the purpose, technical solutions and advantages of the embodiments of the present application more clear, the technical solutions in the embodiments of the present application will be clearly and completely described below in combination with the drawings in the embodiments of the present application.

[0063] As shown in Figure 1 It is a flow chart of an assembled mortar construction protective shed construction method provided by the present application. In the present embodiment, the following specific steps are included.

[0064] S10: Determine the size of the protective shed according to the size of the mortar tank and the drawing, and reserve a safety margin.

[0065] S20: After the construction of the determined protective shed is performed, the support base is fixed, and the concrete construction is performed on the ground, and the basic surface is poured;

[0066] S30: According to the drawings and the actual environment on the spot, the structural size of the protective shed is determined, and the protective shed is cast after being decomposed;

[0067] S40: After the concrete is solidified, the cast protective shed framework is moved to the construction site in sequence, is fixed upwards along the support base in sequence, and the protective shed framework construction is performed;

[0068] S50: After the frame structure is installed, the framework sealing is started;

[0069] S60: Warning signs are installed on the assembled mortar construction protective shed, and the construction of the mortar construction protective shed is completed.

[0070] As shown in Figures 2-7 , it is a structural schematic diagram of an assembled mortar construction protective shed provided by the application, in the above technical scheme, the structure of the protective shed includes multiple horizontal rods 10 and vertical rods 20, adjacent horizontal rods 10 and vertical rods 20 are respectively installed in the interior of the cross connecting piece 30 and are fixed; the middle positions of the horizontal rods 10 and the vertical rods 20 are provided with fixing pieces 40, the fixing pieces 40 are used for further supporting the stability of the horizontal rods 10 and the vertical rods 20 connection; the bottom of the vertical rod 20 close to the ground position is fixedly connected with the support base, and the side edge is provided with a reinforcing assembly 50, the reinforcing assembly 50 is used for reinforcing the safety stability of the protective shed; the top of the structure composed of the horizontal rods 10 and the vertical rods 20 is provided with a roof 60, the roof 60 and the top of the structure composed of the horizontal rods 10 and the vertical rods 20 are connected through a shock-absorbing anti-shaking assembly, a moving space of the roof 60 in the horizontal direction of the structure composed of the horizontal rods 10 and the vertical rods 20 is reserved, which is used for reducing the lateral force of the structure composed of the horizontal rods 10 and the vertical rods 20 in the adverse weather; the sidewall of the structure composed of the horizontal rods 10 and the vertical rods 20 is fixed with a protective net 70, the protective net 70 is used for dividing the internal and external space to stabilize the stability of the mortar construction environment.

[0071] Further, in the above technical scheme, the roof 60 is a circular-arch-shaped structure as a whole, the cross section along the vertical direction of the center point is a parabolic structure, the roof is made by steel reinforcement binding, the top is fixed with an oily rainproof cloth, the oily rainproof cloth is a transparent structure, which is used for ensuring the lighting inside the protective shed;

[0072] The oily rainproof cloth and the steel reinforcement of the roof 60 are fixed through a fixing clamp, which is used for avoiding the damage of the weight of rainwater to the structure of the oily rainproof cloth; and the edge position of the oily rainproof cloth is bent to the inner wall direction of the roof 60, so that the oily rainproof cloth is tightly attached to the surface of the roof 60;

[0073] The fixed clamp is a double-ring clamp, which comprises two clamps, the two clamps are integrally arranged, and there is a 60° angle between the two clamps; one end of the double-ring clamp is fixed to the position close to the inner wall of the oily rainproof cloth of the ceiling 60, and the other end is fixed to the position close to the ceiling 60 of the oily rainproof cloth, which is used to tightly fix the ceiling 60 and the oily rainproof cloth while ensuring the stability of the fixed clamp.

[0074] The ratio of the arch height to the span of the ceiling 60 is 1:5

[0075] Further, in the above technical solution, the damping and anti-shaking assembly comprises a fixed plate 81, a groove 82, a damping piece 83 and a coiled connecting piece 84, the fixed plate 81 comprises two sections, which are a fixed section and a secondary mounting section, and the fixed section and the secondary mounting section are tightly fixed by being successively bolted and reinforced to the structure composed of the horizontal rod 10 and the vertical rod 20; the fixed plate 81 is provided with the groove 82 on one side, the groove 82 is a square structure; the damping piece 83 is fixed on the inner wall of the groove 82; the bottom edge position of the ceiling 60 is welded with a connecting edge, the connecting edge is fixed in the fixed plate 81 through the groove 82; the bottom of the ceiling 60 and the structure composed of the horizontal rod 10 and the vertical rod 20 are further fixed by the coiled connecting piece 84; the coiled connecting piece 84 is a steel core rope, which comprises at least 3 turns;

[0076] The vertical direction of the fixed plate 81 and the connecting edge is fixed with a bolt; the damping piece 83 comprises a damping spring layer 831 and a friction layer 832, the damping spring layer 831 and the friction layer 832 are successively fixed on the inner wall of the groove 82, and the surface of the friction layer 832 is provided with friction lines; the inside of the damping spring layer 831 is fixed with a spring, which is used to absorb the horizontal force of the ceiling 60;

[0077] The height of the groove 82 is the same as the height of the connecting edge of the ceiling 60, and a layer of rubber layer is fixed at the opening position of the groove 82, which is used to further reinforce the connection between the ceiling 60 and the structure composed of the horizontal rod 10 and the vertical rod 20; the width of the groove 82 is greater than the width of the connecting edge, which is used to reserve the space for the shaking of the ceiling 60.

[0078] Further, in the above technical solution, the protective net 70 comprises a double layer, which is sleeved on both sides of the structure composed of the horizontal rod 10 and the vertical rod 20, the outer protective net 70 is fixedly connected with the structure composed of the horizontal rod 10 and the vertical rod 20 by the fixed clamp, and is respectively fixed on the cross connecting piece 30 connected by the horizontal rod 10 and the vertical rod 20; the protective net 70 is a grid structure, and the grid size of the outer layer is smaller than that of the inner layer.

[0079] Further, in the above technical solution, the cross connector 30 is of a cross-shaped structure, and a connecting groove is formed on each of the four corners thereof, the bottom width of the connecting groove being greater than the top width; the connecting groove is of the same shape as the adjacent horizontal rod 10 and vertical rod 20; the bottom of the connecting groove is provided with a spring clamping structure 31, and a rubber protrusion is arranged on the sidewall of the connecting groove, the rubber protrusion being perpendicular to the mounting direction of the horizontal rod 10 and vertical rod 20, and being used for fixing the horizontal rod 10 and vertical rod 20 through the extrusion force of the rubber protrusion; the spring clamping structure 31 comprises a clamping plate 311 and a spring piece 312, the clamping plate 311 is of an inclined structure, and the included angle between the clamping plate 311 and the sidewall of the connecting groove gradually increases along the insertion direction of the horizontal rod 10 and vertical rod 20 in the cross connector 30, and the spring piece 312 is fixed between the clamping plate 311 and the sidewall of the connecting groove, and is used for clamping and fixing the horizontal rod 10 and vertical rod 20.

[0080] Further, in the above technical solution, one end of the fixing member 40 is fixed on the horizontal rod 10 and vertical rod 20, and the length of the fixing member 40 is greater than the distance between the fixed horizontal rod 10 and vertical rod 20 and the adjacent vertical rod 20 and horizontal rod 10; the fixing member 40 is of a memory metal, and is curled away from the fixed horizontal rod 10 and vertical rod 20 at one end thereof, and is curled on the adjacent vertical rod 20 and horizontal rod 10; the curling directions of the adjacent fixing members 40 are opposite, and are used for balancing the stress in multiple directions.

[0081] The reinforcing assembly 50 comprises a steel cable and a rivet, the rivet is welded and fixed with a pre-embedded rib inside the basic surface, one end of the steel cable is fixed with the rivet, and the other end is fixed with the structure composed of the horizontal rod 10 and vertical rod 20; the reinforcing assembly 50 comprises a plurality of assemblies, and two assemblies are symmetrically fixed on both sides of the structure of the fixed horizontal rod 10 and vertical rod 20.

[0082] Further, in the above technical solution, after the frame structure is installed, the specific steps for performing the skeleton sealing are as follows:

[0083] A 14mm-thick template is fixed from bottom to top along the inner wall of the protective shed in sequence, and self-tapping nails are used to connect the template and the protective shed.

[0084] Further, in the above technical solution, the mortar storage tank is arranged at the center position of the protective shed.

[0085] Further, in the above technical solution, the specific steps for installing the warning sign on the assembled mortar construction protective shed are as follows:

[0086] A warning sign is fixed on the outer wall of the protective shed, a ring of red LED lights is arranged around the warning sign, and the warning sign is used for warning the mortar construction site.

[0087] Embodiment:

[0088] Firstly, the size of the protective shed is determined according to the size of the mortar tank and the drawings, and after the determination, the protective shed foundation is laid out and constructed, and then the concrete is poured, and after the concrete is poured, the steel pipe of the protective shed is erected. After the concrete is solidified, the mortar tank protective shed framework is constructed, the horizontal rod 10 and the vertical rod 20 adopt a model of 50*50*3 (mm), the cross connecting piece 30 is used to connect the steel pipes, the size of the protective shed framework is 5000*5000 mm, the height is 2800 mm, the edge span framework spacing is 900 mm, the middle spacing is 3200 mm, the step distance is 1100 mm, the top framework spacing is 600 mm, and the side is increased to be reinforced by the reinforcing component 50. After the frame structure is installed, the mortar framework is sealed, the 14 mm thick template is used for sealing, and the template skin is connected with the framework by using self-tapping nails. After the template sealing is completed, the CI advertising cloth is hung, the mortar tank is indicated on the advertising cloth, and the safety operation rules of the mortar tank are clearly indicated, so that the workers can understand the use requirements, and the construction is more smooth.

[0089] Specifically, the principle of the present application is: in use, the size of the protective shed is determined according to the size of the mortar tank and the drawings, and a safety margin is reserved: after the laying out and construction of the determined protective shed are completed, the supporting base is fixed, the concrete is constructed on the ground, and the basic surface is poured: the structural size of the protective shed is determined according to the drawings and the actual environment on site, and is decomposed and cast: after the concrete is solidified, the cast protective shed framework is moved to the construction site in sequence, and is fixed upward along the supporting base in sequence, and the protective shed framework construction is carried out; after the frame structure is installed, the framework sealing is started; the warning sign is installed on the assembled mortar construction protective shed, and the construction of the mortar construction protective shed is completed.

Claims

1. A method for constructing a modular mortar-lined protective shed, characterized in that, The specific steps include the following: S10: Determine the size of the protective shed based on the size of the mortar tank and the drawings, and reserve a safety margin; S20: After laying out the lines around the designated protective shed, fix the support base and carry out concrete construction on the ground to pour the basic surface. S30: Determine the structural dimensions of the protective shed based on the drawings and the actual site conditions, and then disassemble and cast it. S40: After the concrete has solidified, the cast protective shed frame is moved to the construction site in sequence, and then installed and fixed upward along the support base in sequence to carry out the construction of the protective shed frame. S50: After the frame structure is installed, begin sealing the skeleton; S60: Install warning signs on the assembled mortar construction protective shed to complete the construction of the mortar construction protective shed; The protective canopy structure includes multiple horizontal bars (10) and vertical bars (20). Adjacent horizontal bars (10) and vertical bars (20) are fixed inside cross connectors (30). A fixing member (40) is provided at the middle position of each horizontal bar (10) and vertical bar (20), which further supports the stability of the connection between the horizontal bars (10) and vertical bars (20). The bottom of the vertical bar (20) near the ground is fixedly connected to the support base, and a reinforcing component (50) is provided on its side to strengthen the safety and stability of the protective canopy. A canopy (60) is provided on the top of the structure composed of the vertical rods (20). The canopy (60) is connected to the top of the structure composed of the horizontal rods (10) and the vertical rods (20) through a shock-absorbing and anti-sway component. The canopy (60) is provided with space for horizontal movement of the structure composed of the horizontal rods (10) and the vertical rods (20) to reduce the lateral force of severe weather on the structure composed of the horizontal rods (10) and the vertical rods (20). A protective net (70) is fixed on the side wall of the structure composed of the horizontal rods (10) and the vertical rods (20). The protective net (70) is used to separate the internal and external spaces to stabilize the environment for mortar construction. The shock absorption and anti-sway assembly includes a fixed plate (81), a groove (82), a shock absorber (83), and a coiled connector (84). The fixed plate (81) includes two sections: a fixed section and a secondary installation section. The fixed section and the secondary installation section are sequentially and tightly fixed to the top of the structure composed of the horizontal bar (10) and the vertical bar (20) by bolts and steel bars. The groove (82) is provided on one side of the fixed plate (81). The groove (82) is a square structure. The shock absorber (83) is fixed on the inner wall of the groove (82). A connecting edge is welded to the bottom edge of the canopy (60). The connecting edge passes through the groove (82) and is fixed inside the fixed plate (81). The bottom of the canopy (60) is further fixed to the structure composed of the horizontal bar (10) and the vertical bar (20) by the coiled connector (84). The coiled connector (84) is a steel core rope, and the steel core rope includes at least 3 turns. Bolts are fixed to the vertical direction of the fixing plate (81) and the connecting edge; the shock absorber (83) includes a shock absorber spring layer (831) and a friction layer (832), the shock absorber spring layer (831) and the friction layer (832) are fixed to the inner wall of the groove (82) in sequence, and friction textures are provided on the surface of the friction layer (832); a spring is fixed inside the shock absorber spring layer (831), and the spring is used to absorb the horizontal force of the ceiling (60); The height of the groove (82) is the same as the height of the connecting edge of the canopy (60), and a rubber layer is fixed at its opening position to further reinforce the connection between the canopy (60) and the structure composed of the horizontal bar (10) and the vertical bar (20); the width of the groove (82) is greater than the width of the connecting edge to reserve space for the canopy (60) to sway.

2. The method for constructing a prefabricated mortar construction protective shed according to claim 1, characterized in that, The canopy (60) is an arch-shaped structure, and its cross-section along the vertical direction of the center point is a parabolic structure. It is made by binding steel bars, and the top is fixed with an oil-based rainproof cloth. The oil-based rainproof cloth is a transparent structure to ensure the light inside the protective canopy. The oily waterproof cloth is fixed to the steel bars of the canopy (60) by a fixing clamp to prevent the weight of rainwater from damaging the structure of the oily waterproof cloth; and the edge of the oily waterproof cloth is bent towards the inner wall of the canopy (60) so that the oily waterproof cloth is in close contact with the surface of the canopy (60). The fixing clip is a double-ring clip, which includes two clips that are integrally set and have a 60° angle between them. One end of the double-ring clip is fixed to the position of the canopy (60) close to the inner wall of the oily rainproof cloth, and the other end is fixed to the position of the oily rainproof cloth close to the canopy (60). This is used to secure the canopy (60) and the oily rainproof cloth tightly while ensuring the stability of the fixing clip.

3. The method for constructing a prefabricated mortar construction protective shed according to claim 2, characterized in that, The protective net (70) comprises two layers, which are sleeved on both sides of the structure composed of the horizontal bar (10) and the vertical bar (20). The outer protective net (70) is fixedly connected to the structure composed of the horizontal bar (10) and the vertical bar (20) by fixing clips, and is respectively fixed to the cross connector (30) connecting the horizontal bar (10) and the vertical bar (20). The protective net (70) is a mesh structure, and the mesh size of the outer layer is smaller than that of the inner layer.

4. The method for constructing a modular mortar construction protective shed according to claim 3, characterized in that, The cross connector (30) has a cross-shaped structure with connecting grooves at all four corners. The bottom width of the connecting groove is greater than the top width. The shape of the connecting groove is the same as that of the adjacent horizontal bar (10) and vertical bar (20). A spring clamping structure (31) is provided at the bottom of the connecting groove. A rubber protrusion is provided on the side wall of the connecting groove. The rubber protrusion is perpendicular to the installation direction of the horizontal bar (10) and vertical bar (20) and is used to fix the horizontal bar (10) by the squeezing force of the rubber protrusion. 0) and the vertical rod (20); the spring clamping structure (31) includes a clamping plate (311) and a spring member (312). The clamping plate (311) is an inclined structure, and the angle between it and the side wall of the connecting groove gradually increases along the insertion direction of the horizontal rod (10) and the vertical rod (20) in the cross connector (30). The spring member (312) is fixed between the clamping plate (311) and the side wall of the connecting groove for clamping and fixing the horizontal rod (10) and the vertical rod (20).

5. The method for constructing a prefabricated mortar construction protective shed according to claim 4, characterized in that, One end of the fixing member (40) is fixed to the horizontal bar (10) and the vertical bar (20), and its length is greater than the distance between the fixed horizontal bar (10) and the vertical bar (20) and the adjacent vertical bar (20) and the horizontal bar (10); the fixing member (40) is a shape memory metal, which curls under force, and the end away from the fixed horizontal bar (10) and the vertical bar (20) curls onto the adjacent vertical bar (20) and the horizontal bar (10); the curling directions of the adjacent fixing members (40) are opposite, which is used to balance the forces in multiple directions; The reinforcing component (50) includes a steel cable and a rivet. The rivet is welded and fixed to the pre-embedded reinforcement inside the base surface. One end of the steel cable is fixed to the rivet, and the other end is fixed to the structure composed of the crossbar (10) and the vertical bar (20). The reinforcing component (50) includes multiple components, which are symmetrically fixed in pairs to both sides of the structure fixed by the crossbar (10) and the vertical bar (20).

6. The method for constructing a prefabricated mortar construction protective shed according to claim 5, characterized in that, The specific steps for sealing the skeleton after the frame structure is installed are as follows: A 14mm thick template is used to fix the protective shed along the inner wall from bottom to top, and the template is connected to the protective shed with self-tapping screws.

7. The method for constructing a prefabricated mortar construction protective shed according to claim 6, characterized in that, The mortar storage tank is located at the center of the protective shed.

8. A method for constructing a modular mortar construction protective shed according to claim 7, characterized in that, The specific steps for installing warning signs on the assembled mortar construction protective shed are as follows: Warning signs are fixed on the outer wall of the protective shed, and a ring of red LED lights surrounds the warning signs to warn people at the mortar construction site.

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