Over-limit concrete safety structure

Abstract

The utility model belongs to the field of concrete structures, and particularly relates to an over-limit concrete safety structure which comprises a base. A shear wall plate is fixedly mounted on the surface of the base, and a stabilizing mechanism is arranged on the inner wall of the shear wall plate; the stabilizing mechanism comprises a fixing steel pipe, the fixing steel pipe is fixedly installed on the inner wall of the base, the surface of the fixing steel pipe is sleeved with a fixing block, and four fixing rods are fixedly installed on the inner wall of the shear wall plate; by arranging the stabilizing mechanism, during assembling, the frame is integrally assembled and installed through prefabricated parts firstly, then pouring is conducted through concrete, cost is reduced, overall operation is simpler and more convenient, meanwhile, construction larger than the conventional scale is facilitated, the star-shaped structure is safer and more stable, assembling and installing are facilitated, and meanwhile safety is not lacked; and the method is more suitable for building construction of large-scale factory buildings and warehouse board rooms.

Description

Technical Field

[0001] The utility model relates to the field of concrete structures, in particular to an over-limit concrete safety structure. Background Art

[0002] Concrete structure refers to a structure made of concrete reinforced with steel bars. The main load-bearing components are built of reinforced concrete, including thin-shell structures, large-formwork cast-in-place structures, and reinforced concrete structures built using slipforms, lifting plates, etc. It is a structure made of steel bars and concrete.

[0003] However, in the actual existing concrete structures, when applied to large-scale construction, the existing technology mostly uses ordinary concrete pouring columns and then wall construction to complete the construction, and the use of prefabricated parts for installation and assembly lacks certain stability. When carrying out the construction of large-scale factories and board warehouses, the existing concrete structure is formed by pouring concrete, and after completion, wall construction is required. The construction cost is large, and the operation difficulty and the work intensity of the construction workers increase dramatically. Therefore, an over-limit concrete safety structure is proposed to address the above problems. Utility Model Content

[0004] In order to make up for the shortcomings of the existing technology, in the actual existing concrete structure, when it is used for large-scale construction, the existing technology is mostly ordinary concrete pouring columns and then walling to complete the construction, and the use of prefabricated parts for installation and assembly lacks certain stability. When carrying out the construction of large-scale factories and board warehouses, the existing concrete structure is formed by pouring concrete, and after completion, walling is required, etc. The construction cost is large, and the operation difficulty and the work intensity of the construction personnel are greatly increased. The utility model proposes an over-limit concrete safety structure.

[0005] The technical solution adopted by the utility model to solve the technical problem is: an over-limit concrete safety structure, comprising a base; a shear wall panel is fixedly installed on the surface of the base, and a stabilizing mechanism is arranged on the inner wall of the shear wall panel;

[0006] The stabilizing mechanism includes a fixed steel pipe, which is fixedly installed on the inner wall of the base. A fixed block is sleeved on the surface of the fixed steel pipe. A fixed rod is fixedly installed on the inner wall of the shear wall panel. The number of the fixed rods is four. The inner wall of the base is fixedly installed with supporting steel bars. The number of the supporting steel bars is two. One end of the supporting steel bar is welded to the inner wall of the fixing rod. The inner wall of the fixed block is fixedly installed with connecting steel bars. The number of the connecting steel bars is two. One end of the connecting steel bar is welded to the surface of the supporting steel bar. A pull rod is fixedly installed on the surface of the fixed block. The number of the pull rods is eight. One end of the pull rod is fixedly connected to the surface of the fixing rod.

[0007] Preferably, a baffle is slidably mounted on the inner wall of the shear wall panel, and the number of the baffles is two.

[0008] Preferably, the baffle is provided with pores on its surface, and the number of the pores is several.

[0009] Preferably, a first slide groove is opened on the surface of the shear wall panel, the number of the first slide groove is two, and a first slider is fixedly installed on the surface of the baffle, the number of the first slider is two, and the surface of the first slider contacts the inner wall of the first slide groove.

[0010] Preferably, a second sliding groove is provided on the surface of the shear wall panel, and the number of the second sliding groove is two.

[0011] Preferably, a second sliding block is fixedly mounted on the surface of the baffle, the number of the second sliding block is two, and the surface of the second sliding block contacts the inner wall of the second sliding groove.

[0012] Preferably, screws are movably mounted on the surface of the shear wall panel, the number of the screws is six, one end of the screw penetrates the inner wall of the shear wall panel, and one end of the screw is threadedly connected to the inner wall of the second sliding block.

[0013] The utility model is beneficial in that:

[0014] The utility model provides a stabilizing mechanism, and when a user installs a large-scale factory board house, the user can use prefabricated building parts to install and assemble it. The user places the base and installs it on the site, and achieves the purpose of building wall construction and assembly by cooperating and assembling the shear wall panels. The user installs the baffle between the shear wall panels, and the baffle can be slid and fixed between the shear wall panels by inserting the first slider and the second slider into the first slide groove and the second slide groove, so as to achieve the enclosure effect when the user pours concrete, and the air remaining inside the concrete during pouring can be discharged as soon as possible through the air holes without the concrete leaking out, so as to avoid the phenomenon of air holes and cavities inside the concrete during pouring. At the same time, the fixing rods, supporting steel bars and connecting steel bars arranged on the inner wall of the shear wall panel can fix the whole in the horizontal and vertical directions, so as to make the shear wall panel more stably fixed and supported, the fixing steel pipe and the fixing block are fixed in the middle to make the center load-bearing more stable, and the fixing block plays the role of connecting and fixing the connecting steel bar and the supporting steel bar, and the fixing rod and the tension steel bar are connected and fixed. The fixed connection between the rods further increases the stability of the overall load-bearing support. The overall structure is in a cross-shaped structure, which has good stability and support, and greatly increases the overall load-bearing capacity. After the baffle is installed between the shear wall panels, the user uses external tools to install the screws through the shear wall panels on the surface of the second slider to fix the baffle. The user assembles and installs the prefabricated shear wall panels during installation. When constructing large factories and board warehouses, the existing concrete structure is formed by pouring concrete, and after completion, wall construction is required. The cost of construction is large, and the difficulty of operation and the work intensity of construction personnel are greatly increased. Through the stabilizing mechanism, the prefabricated parts are first used to assemble and install the frame as a whole, and then concrete is poured, which reduces costs and makes the overall operation simpler. At the same time, it is convenient for construction larger than the conventional scale. The cross-shaped structure is safer and more stable, easy to assemble and install, and not lacking in safety, and is more suitable for the construction of large-scale factories and warehouse board houses. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0016] Figure 1 This is a schematic diagram of the over-limit concrete safety structure of the utility model;

[0017] Figure 2 For the utility model Figure 1 A magnified view of the local structure at point A;

[0018] Figure 3 is a schematic diagram of the stabilizing mechanism of the utility model;

[0019] Figure 4 It is a structural schematic diagram of the shear wall panel and the first slide groove of the utility model.

[0020] In the figure: 1. base; 2. shear wall panel; 3. stabilizing mechanism; 301. fixed steel pipe; 302. fixed block; 303. fixed rod; 304. connecting steel bar; 305. supporting steel bar; 306. pull rod; 4. baffle; 5. air hole; 6. first slide groove; 7. first slider; 8. second slide groove; 9. second slider; 10. screw. DETAILED DESCRIPTION

[0021] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0022] The following is combined with Figure 1-4 To further explain this application in detail,

[0023] The present application embodiment discloses an over-limit concrete safety structure. Figure 1 and Figure 4 ,An over-limit concrete safety structure, comprising a base 1; a shear wall panel 2 is fixedly installed on the surface of the base 1, and a stabilizing mechanism 3 is arranged on the inner wall of the shear wall panel 2;

[0024] The stabilizing mechanism 3 includes a fixed steel pipe 301, which is fixedly installed on the inner wall of the base 1. A fixed block 302 is sleeved on the surface of the fixed steel pipe 301. A fixed rod 303 is fixedly installed on the inner wall of the shear wall panel 2. The number of the fixed rods 303 is four. A supporting steel bar 305 is fixedly installed on the inner wall of the base 1. The number of the supporting steel bars 305 is two. One end of the supporting steel bar 305 is welded to the inner wall of the fixing rod 303. A connecting steel bar 304 is fixedly installed on the inner wall of the fixing block 302. The number of the connecting steel bars 304 is two. One end of the connecting steel bar 304 is welded to the surface of the supporting steel bar 305. A pull rod 306 is fixedly installed on the surface of the fixing block 302. The number of the pull rods 306 is eight. One end of the pull rod 306 is fixed. Connected to the surface of the fixing rod 303; by setting the stabilizing mechanism 3, when the user installs a large-scale factory board house, the user can use prefabricated building parts to install and assemble it. The user places the base 1 on the site, and achieves the purpose of building wall construction and assembly by assembling the shear wall panels 2. The user installs the baffle 4 between the shear wall panels 2, and the baffle 4 can be slid and fixed between the shear wall panels 2 by inserting the first slider 7 and the second slider 9 into the first slide groove 6 and the second slide groove 8, so as to achieve the enclosure effect when the user pours concrete, and the air hole 5 can be used to discharge the air left inside the concrete as soon as possible without leaking the concrete, so as to avoid the phenomenon of air holes 5 being generated inside the concrete when pouring. At the same time, the fixing rod 303, the supporting steel bar 305 and the connecting steel bar 304 arranged on the inner wall of the shear wall panel 2 can fix the whole in the horizontal and vertical directions, and can make the shear wall panel 2 more stably and fixedly supported. The fixing steel pipe 301 and the fixing block 302 are kept fixed in the middle to make the central load-bearing more stable, and the fixing block 302 serves to connect and fix the connecting steel bar 304 and the supporting steel bar 305. The fixed connection between the fixing rod 303 and the pull rod 306 further increases the stability of the overall load-bearing support. The overall structure is a cross-shaped structure with good stability and support, which greatly increases the overall load-bearing. After the baffle 4 is installed between the shear wall panels 2, the user uses external tools to screw the screws 10 through the shear wall panels 2. The baffle 4 is installed on the surface of the second slider 9, and the user assembles and installs the prefabricated shear wall panel 2 during installation. When constructing large factories and board warehouses, the existing concrete structure is formed by pouring concrete, and after completion, wall construction is required. The construction cost is large, and the operation difficulty and the work intensity of the construction personnel are greatly increased. Through the stabilizing mechanism 3, the frame is first assembled and installed as a whole using prefabricated parts during assembly, and then concrete is poured, which reduces the cost and makes the overall operation simpler. At the same time, it is convenient for construction larger than the conventional scale. The M-shaped structure is safer and more stable, and is easy to assemble and install while not lacking in safety. It is more suitable for the construction of large-scale factories and warehouse board houses.

[0025] Reference Figure 1 and Figure 2 The inner wall of the shear wall panel 2 is slidably mounted with a baffle 4, and the number of the baffles 4 is two; the baffles 4 are slidably fixed between the shear wall panels 2 to achieve a blocking effect when the user is pouring concrete.

[0026] Reference Figure 1 and Figure 2 , the surface of the baffle plate 4 is provided with air holes 5, and the number of the air holes 5 is several; the baffle plate 4 is slidably fixed between the shear wall panels 2 to achieve the enclosure effect when the user is pouring concrete, and the air remaining inside the concrete during pouring can be discharged as soon as possible through the air holes 5 without leaking the concrete, thereby avoiding the phenomenon of air holes 5 inside the concrete during pouring.

[0027] Reference Figure 2 and Figure 4 A first slide groove 6 is provided on the surface of the shear wall panel 2, and the number of the first slide grooves 6 is two. A first slider 7 is fixedly installed on the surface of the baffle plate 4, and the number of the first slider 7 is two. The surface of the first slider 7 contacts the inner wall of the first slide groove 6. The user installs the baffle plate 4 between the shear wall panels 2, and the baffle plate 4 can be slid and fixed between the shear wall panels 2 by inserting the first slider 7 and the second slider 9 into the first slide groove 6 and the second slide groove 8, so as to achieve the enclosure effect when the user is pouring concrete.

[0028] Reference Figure 1 and Figure 2 A second slide groove 8 is provided on the surface of the shear wall panel 2, and the number of the second slide grooves 8 is two; the user installs the baffle plate 4 between the shear wall panels 2, and the baffle plate 4 can be slid and fixed between the shear wall panels 2 by inserting the first slider 7 and the second slider 9 into the first slide groove 6 and the second slide groove 8, so as to achieve the enclosure effect when the user is pouring concrete.

[0029] Reference Figure 2 A second slider 9 is fixedly installed on the surface of the baffle 4, and the number of the second sliders 9 is two. The surface of the second slider 9 contacts the inner wall of the second slide groove 8. The user installs the baffle 4 between the shear wall panels 2, and the baffle 4 can be slid and fixed between the shear wall panels 2 by inserting the first slider 7 and the second slider 9 into the first slide groove 6 and the second slide groove 8, so as to achieve the enclosure effect when the user is pouring concrete.

[0030] Reference Figure 2 and Figure 3Screws 10 are movably installed on the surface of the shear wall panel 2. There are six screws 10. One end of the screw 10 penetrates the inner wall of the shear wall panel 2, and one end of the screw 10 is threadedly connected to the inner wall of the second sliding block 9. After the baffle 4 is installed between the shear wall panels 2, the user uses external tools to install the screws 10 on the surface of the second sliding block 9 through the shear wall panel 2, so as to fix the baffle 4.

[0031] Working principle: when installing a large-scale factory board house, the user can use prefabricated building parts to install and assemble it. The user places the base 1 on the site, and achieves the purpose of building wall construction and assembly by assembling the shear wall panels 2 together. The user installs the baffle 4 between the shear wall panels 2, and the baffle 4 can be slid and fixed between the shear wall panels 2 by inserting the first slider 7 and the second slider 9 into the first slide groove 6 and the second slide groove 8, so as to achieve the enclosure effect when the user is pouring concrete, and through the air hole 5, the air remaining inside the concrete can be discharged as soon as possible without leaking the concrete, so as to avoid the phenomenon of air holes 5 being generated inside during concrete pouring. At the same time, the fixing rod 303, the supporting steel bar 305 and the connecting steel bar 304 arranged on the inner wall of the shear wall panel 2 can fix the whole horizontally and vertically, so as to make the shear wall panel 2 more stably and fixedly supported, the fixed steel pipe 301 and the fixed block 302 are kept fixed in the middle to make the center load-bearing more stable, and the fixed block 302 serves as a connection and fixation between the connecting steel bar 304 and the supporting steel bar 305 The fixed connection between the fixing rod 303 and the pulling rod 306 further increases the stability of the overall load-bearing support. The overall structure is in a cross-shaped structure, which has good stability and support, and greatly increases the overall load-bearing capacity. After the baffle 4 is installed between the shear wall panels 2, the user uses external tools to install the screws 10 through the shear wall panels 2 on the surface of the second slider 9, and can fix the baffle 4. The user assembles and installs the prefabricated shear wall panels 2 during installation. When constructing large-scale factories and board warehouses, the existing concrete structure is formed by pouring concrete, and after completion, wall construction is required. The construction cost is large, and the operation difficulty and the work intensity of the construction personnel increase dramatically. Through the stabilizing mechanism 3, the frame is first assembled and installed as a whole using prefabricated parts during assembly, and then poured with concrete, which reduces costs and makes the overall operation simpler. At the same time, it is convenient for construction larger than the conventional scale. The cross-shaped structure is safer and more stable, and is easy to assemble and install while not lacking in safety. It is more suitable for the construction of large-scale factories and warehouse board houses.

[0032] The above shows and describes the basic principle, main features and advantages of the utility model. Those skilled in the art should understand that the utility model is not limited by the above embodiments, and the above embodiments and descriptions are only for explaining the principle of the utility model. Without departing from the spirit and scope of the utility model, the utility model may have various changes and improvements, and these changes and improvements fall within the scope of the utility model to be protected.

Claims

1. An over-limit concrete safety structure, characterized in that: It comprises a base (1); a shear wall panel (2) is fixedly mounted on the surface of the base (1); and a stabilizing mechanism (3) is provided on the inner wall of the shear wall panel (2); The stabilizing mechanism (3) comprises a fixed steel pipe (301), the fixed steel pipe (301) being fixedly mounted on the inner wall of the base (1), a fixed block (302) being sleeved on the surface of the fixed steel pipe (301), a fixed rod (303) being fixedly mounted on the inner wall of the shear wall panel (2), the number of the fixed rods (303) being four, and a supporting steel bar (305) being fixedly mounted on the inner wall of the base (1), the number of the supporting steel bars (305) being two, the supporting steel bars (305) being 5) is welded to the inner wall of the fixing rod (303), the inner wall of the fixing block (302) is fixedly installed with a connecting steel bar (304), the number of the connecting steel bars (304) is two, one end of the connecting steel bar (304) is welded to the surface of the supporting steel bar (305), the surface of the fixing block (302) is fixedly installed with a pull rod (306), the number of the pull rods (306) is eight, and one end of the pull rod (306) is fixedly connected to the surface of the fixing rod (303).

2. The over-limit concrete safety structure according to claim 1, characterized in that: A baffle (4) is slidably mounted on the inner wall of the shear wall panel (2), and the number of the baffles (4) is two.

3. The over-limit concrete safety structure according to claim 2 is characterized in that: The baffle (4) has air holes (5) on its surface, and the number of the air holes (5) is a plurality.

4. The over-limit concrete safety structure according to claim 2 is characterized in that: The surface of the shear wall panel (2) is provided with a first slide groove (6), the number of the first slide grooves (6) being two, the surface of the baffle (4) is fixedly mounted with a first slider (7), the number of the first slider (7) being two, and the surface of the first slider (7) being in contact with the inner wall of the first slide groove (6).

5. The ultra-limited concrete safety structure according to claim 1 is characterized in that: The surface of the shear wall panel (2) is provided with second sliding grooves (8), and the number of the second sliding grooves (8) is two.

6. The ultra-limited concrete safety structure according to claim 2 is characterized in that: A second sliding block (9) is fixedly mounted on the surface of the baffle (4), the number of the second sliding blocks (9) is two, and the surface of the second sliding block (9) is in contact with the inner wall of the second sliding groove (8).

7. The ultra-limited concrete safety structure according to claim 1 is characterized in that: Screws (10) are movably mounted on the surface of the shear wall panel (2), the number of the screws (10) being six, one end of each screw (10) penetrating the inner wall of the shear wall panel (2), and one end of each screw (10) being threadedly connected to the inner wall of the second sliding block (9).

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