Full-concrete outer wall seam drawing structure

Abstract

The utility model discloses a full concrete outer wall seam drawing structure, which relates to the field of building construction, and comprises a transverse seam drawing plate and a vertical seam drawing plate, the two ends of the transverse seam drawing plate are respectively provided with a clamping structure which can be matched with each other, and the two sides of the clamping structure are provided with gaps for steel bars to pass through. Kidney-shaped holes are formed in the two sides of the vertical seam pulling plate at intervals in the vertical direction. According to the utility model, the installation of the transverse seam-drawing plates can be conveniently realized by splicing the transverse seam-drawing plates at the bottom ends of the steel bars in sequence, and the sliding blocks arranged in the vertical seam-drawing plates in the sliding manner can well block the gaps of the kidney-shaped holes in the vertical seam-drawing plates, so that the installation difficulty of the vertical seam-drawing plates is effectively reduced.

Description

Technical Field

[0001] The utility model relates to the field of building construction, in particular to a full concrete exterior wall seam pulling structure. Background Art

[0002] If the infill wall is rigidly connected to the structural load-bearing wall columns, once an earthquake occurs, the deformation of the beams and columns will not be able to deform along with the earthquake waves due to the constraints of the walls, which will cause the walls to crack. In serious cases, it will directly endanger the safety of the building. The gaps between the above-mentioned non-load-bearing walls and the load-bearing beams, columns and walls are called structural tension joints.

[0003] The existing concrete exterior wall seam construction generally uses a seam plate made of PVC-U profile. After the structural wall column reinforcement is installed, the seam plate is fixedly installed. When installing the seam plate, holes need to be opened at the positions corresponding to the reinforcement for the reinforcement to pass through.

[0004] With regard to the above-mentioned related technologies, the existing transverse seam plates need to be drilled according to the layout positions of the steel bars during installation. The spacing and diameter of the holes are difficult to control, and it is easy for the two holes to be too far apart, resulting in the steel bars being unable to pass through smoothly. Subsequently, the openings of the transverse seam plates need to be further trimmed to accommodate the vertical steel bars. The preset holes on the vertical seam plates are often spaced at equal distances. When the spacing between the steel bars is uneven during bundling, it is difficult for the steel bars to align with the holes on the vertical seam plates, causing inconvenience in the installation and construction of the vertical mounting plates. Therefore, the existing full concrete exterior wall seam structure is inconvenient to install. Utility Model Content

[0005] Based on this, the purpose of the utility model is to provide a full concrete exterior wall seam pulling structure to solve the technical problem that the existing full concrete exterior wall seam pulling structure is inconvenient to install.

[0006] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a full concrete exterior wall seam structure, comprising a transverse seam plate and a vertical seam plate, wherein both ends of the transverse seam plate are respectively provided with mutually cooperating clamping structures, and notches for steel bars to pass through are opened on both sides of the clamping structure, and waist holes are arranged at intervals along the vertical direction on both sides of the vertical seam plate.

[0007] By adopting the above technical solution, the installation of the horizontal seam plates can be conveniently realized by splicing them in sequence at the bottom end of the steel bars, and the sliders slidingly arranged in the vertical seam plates can well block the gaps of the waist holes on the vertical seam plates, effectively reducing the difficulty of installing the vertical seam plates.

[0008] The utility model is further configured that a blocking plate is fixedly connected to the interior of the vertical seam-pulling plate below the waist hole, and a sliding block capable of blocking the waist hole is slidably connected to the top of the blocking plate.

[0009] By adopting the above technical solution, the slider can just block the waist hole on the vertical seam plate.

[0010] The utility model is further configured that the width of the slider is greater than the width of the waist hole, and the length is also longer than the waist hole, and the bottom end of the slider is provided with a semicircular opening.

[0011] By adopting the above technical solution, the slider can play the role of closing the waist hole.

[0012] The utility model is further configured that a protruding boss is provided at one end of the transverse seam plate, and a recessed groove is provided at the other end, and the boss can be snap-connected in the groove.

[0013] By adopting the above technical solution, convenient installation of adjacent transverse seam panels can be achieved.

[0014] The utility model is further configured that a vertical clamping plate is arranged in the middle of the groove, and a clamping slot facing downward for accommodating the clamping plate is arranged in the middle of the boss.

[0015] By adopting the above technical solution, the two can be stably connected.

[0016] The utility model is further configured such that the width of the boss is equal to the width of the groove, the bottom surface of the groove is provided with a baffle structure for preventing the boss from moving downward, and when the boss is clamped in the groove, two adjacent groups of the transverse seam plates are in the same plane.

[0017] By adopting the above technical solution, the boss of one transverse seam plate is pressed toward the groove of another transverse seam plate, thereby realizing the splicing of two adjacent transverse seam plates.

[0018] The utility model is further configured that one end of the transverse seam plate is provided with a semicircular first notch on both sides of the boss, and the other end is provided with a second notch corresponding to the first notch, and the diameter of the hole formed by the first notch and the second notch is larger than the diameter of the steel bar.

[0019] By adopting the above technical solution, the steel bars can be smoothly placed in the center of the hole structure.

[0020] In summary, the utility model mainly has the following beneficial effects:

[0021] The utility model connects multiple sections of horizontal seam plates to each other, and the installation of the horizontal seam plates can be conveniently achieved only by splicing the horizontal seam plates in sequence at the bottom ends of the steel bars. The sliders slidably arranged in the vertical seam plates can well block the gaps in the waist holes on the vertical seam plates, and the waist holes can allow the horizontal steel bars to pass through smoothly, thereby effectively reducing the difficulty of installing the vertical seam plates. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 It is a three-dimensional diagram of the utility model;

[0023] Figure 2 For the utility model Figure 1 A magnified view of middle;

[0024] Figure 3 It is a three-dimensional diagram of the splicing state of two adjacent transverse seam panels of the utility model;

[0025] Figure 4 For the utility model Figure 3 Enlarged view of middle B;

[0026] Figure 5 This is a stereoscopic diagram of the splicing state of two adjacent transversely seamed panels from another perspective of the utility model;

[0027] Figure 6 It is a three-dimensional diagram of the internal structure of the vertical seam plate of the utility model;

[0028] Figure 7 For the utility model Figure 6 Enlarged view of C in the middle.

[0029] In the figure: 1, horizontal seam plate; 2, vertical seam plate; 3, boss; 4, groove; 5, snap seam; 6, snap plate; 7, first notch; 8, second notch; 9, waist hole; 10, blocking plate; 11, slider. DETAILED DESCRIPTION

[0030] 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. The embodiments described below with reference to the drawings are exemplary and are only used to explain the utility model, and cannot be understood as limiting the utility model.

[0031] The following describes an embodiment of the utility model based on its overall structure.

[0032] Embodiment 1

[0033] A full concrete exterior wall joint structure, such as Figure 1-5As shown, it includes a transverse seam plate 1 and a vertical seam plate 2, and the two ends of the transverse seam plate 1 are respectively provided with a clamping structure that can cooperate with each other, and gaps for steel bars to pass through are opened on both sides of the clamping structure. The segmented transverse seam plate 1 can pass through the gap between two rows of steel bars, and multiple groups of transverse seam plates 1 are connected to each other after entering the required installation position between the steel bars. The gaps between the transverse seam plates 1 can well accommodate the steel bars therein, and there is no need to lower the transverse seam plate 1 from the top of the steel bar. The transverse seam plates 1 can be placed in turn at the bottom of the steel bar and spliced. Waist holes 9 are arranged at intervals on both sides of the vertical seam plate 2 in the vertical direction, and the ends of the transversely arranged steel bars can smoothly pass through the waist holes 9 of the vertical seam plate 2, thereby realizing the quick installation of the vertical seam plate 2.

[0034] See also Figure 1-5 One end of the transverse seam plate 1 is provided with a semicircular first notch 7 on both sides of the boss 3, and the other end is provided with a second notch 8 corresponding to the first notch 7. The diameter of the hole formed by the first notch 7 and the second notch 8 is larger than the diameter of the steel bar. The hole structure formed by the first notch 7 and the second notch 8 can form a accommodating chamber for the steel bar, so that the steel bar can be smoothly placed in the center of the hole structure.

[0035] See also Figure 3-5 When the boss 3 is engaged with the groove 4, the two adjacent groups of transverse seam boards 1 are in the same plane, and the boss 3 of one transverse seam board 1 is pressed toward the groove 4 of the other transverse seam board 1, so that the splicing of two adjacent transverse seam boards 1 can be realized. A protruding boss 3 is provided at one end of the transverse seam board 1, and a recessed groove 4 is provided at the other end. The boss 3 can be engaged with the groove 4, and the boss 3 and the groove 4 cooperate with each other to realize the convenient installation of adjacent transverse seam boards 1. A vertical card plate 6 is provided in the middle part of the groove 4, and a card seam 5 facing downward for accommodating the card plate 6 is provided in the middle part of the boss 3. When the card plate 6 and the card seam 5 cooperate with each other, the friction between the card seam 5 and the card plate 6 can well limit the relative movement of the two, thereby playing a role in stably connecting the two.

[0036] Embodiment 2

[0037] A full concrete exterior wall joint structure, such as Figure 1-7As shown, on the basis of Example 1, the difference from Example 1 is that a blocking plate 10 is fixedly connected to the interior of the vertical seam plate 2 below the waist hole 9, and a slider 11 capable of blocking the waist hole 9 is slidably connected above the blocking plate 10. When the blocking plate 10 blocks the slider 11 from sliding downward, the slider 11 can just block the waist hole on the vertical seam plate 2. The width of the slider 11 is greater than the width of the waist hole 9, and the length is also longer than the waist hole 9. A semicircular opening is provided at the bottom end of the slider 11, so that the slider 11 can play a role in closing the waist hole 9.

[0038] The working principle of the utility model is as follows: after the transverse seam plates 1 are placed one by one in the corresponding positions between the steel bars in the direction of the steel bars, the bosses 3 and the grooves 4 between the transverse seam plates 1 are mutually clamped, and the hole structure composed of the first notch 7 and the second notch 8 accommodates the steel bars therein. After all the transverse seam plates 1 are connected in sequence, the installation of the transverse seam plates 1 can be completed. After the vertical seam plates 2 are placed in the required fixed positions, the waist holes 9 can be aligned with the ends of some transverse steel bars. The waist holes 9 of some steel bar ends that are not aligned can be enlarged by lifting the slider 11 so that the slider 11 slides upward, which can ensure that the transversely arranged steel bar ends are all inserted into the corresponding waist holes. The slider 11 falls under its own gravity and contacts the ends of the steel bars, closing the waist holes above the ends of the steel bars, so that the transverse steel bars can smoothly pass through the waist holes of the vertical seam plates 2, and at the same time, no larger holes will be left at the perforations, effectively improving the installation speed of the vertical seam plates 2.

[0039] Although an embodiment of the utility model has been shown and described, this specific embodiment is only an explanation of the utility model and is not a limitation of the utility model. The specific features, structures, materials or characteristics described may be combined in a suitable manner in any one or more embodiments or examples. After reading this specification, those skilled in the art may make modifications, substitutions and variations to the embodiments without creative contribution as needed without departing from the principles and purpose of the utility model. However, as long as they are within the scope of the claims of the utility model, they are protected by patent law.

Claims

1. A full concrete exterior wall seam structure, comprising a transverse seam plate (1) and a vertical seam plate (2), characterized in that: Both ends of the transverse seam plate (1) are respectively provided with mutually matching clamping structures, and notches for steel bars to pass through are provided on both sides of the clamping structures. Both sides of the vertical seam plate (2) are provided with waist holes (9) arranged at intervals in the vertical direction.

2. The full concrete exterior wall seam structure according to claim 1, characterized in that: A blocking plate (10) is fixedly connected to the interior of the vertical seam-drawing plate (2) below the waist hole (9), and a sliding block (11) capable of blocking the waist hole (9) is slidably connected above the blocking plate (10).

3. The full concrete exterior wall seam structure according to claim 2, characterized in that: The width of the slider (11) is greater than the width of the waist hole (9), and the length is also longer than the waist hole (9). The bottom end of the slider (11) is provided with a semicircular opening.

4. The full concrete exterior wall seam structure according to claim 1, characterized in that: A protruding boss (3) is provided at one end of the transverse seam plate (1), and a recessed groove (4) is provided at the other end, and the boss (3) can be snap-fitted into the groove (4).

5. The full concrete exterior wall seam structure according to claim 4, characterized in that: A vertical clamping plate (6) is arranged in the middle of the groove (4), and a clamping slot (5) facing downwards for accommodating the clamping plate (6) is arranged in the middle of the boss (3).

6. The full concrete exterior wall seam structure according to claim 4, characterized in that: The width of the boss (3) is equal to the width of the groove (4); the bottom surface of the groove (4) is provided with a baffle structure for preventing the boss (3) from moving downward; when the boss (3) is engaged in the groove (4), two adjacent groups of the transverse seam plates (1) are in the same plane.

7. The full concrete exterior wall seam structure according to claim 6, characterized in that: One end of the transverse seam plate (1) is provided with a semicircular first notch (7) on both sides of the boss (3), and the other end is provided with a second notch (8) corresponding to the first notch (7), and the diameter of the hole formed by the first notch (7) and the second notch (8) is larger than the diameter of the steel bar.

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