Disassembly-free external mold composite board for concrete

Abstract

The utility model relates to the technical field of wall materials for buildings, in particular to an external mold composite plate for non-dismantling concrete, which comprises a bottom plate and two groups of side plates, the two groups of side plates and the bottom plate are of an integrally formed structure, and the side view projection shapes of the two groups of side plates and the bottom plate are U-shaped; outer hanging plates are arranged at the lower ends of the side plates, inner hanging plates are arranged at the upper ends of the side plates, and when the multiple sets of composite plates are placed in a stacked mode, the outer hanging plates at the lower ends of the upper side plates are clamped on the inner hanging plates at the upper ends of the lower side plates. According to the utility model, the inner hanging plates and the outer hanging plates are respectively arranged at the upper ends and the lower ends of the side plates, and when multiple layers of composite plates are stacked to form a wall model, the inner hanging plates on the lower composite plates are clamped in the outer hanging plates below the upper composite plates, so that the building of the outer mold composite plates of the wall can be quickly completed; and then concrete can be quickly injected to build a wall body.

Description

Technical Field

[0001] The utility model relates to the technical field of building wall materials, in particular to an external formwork composite board for non-dismantling concrete. Background Art

[0002] When conventional concrete walls are manufactured, two wall panels are usually first arranged on both sides of the wall, and then the two wall panels are fixed relative to each other by fasteners such as bolts, and then concrete is poured between the wall panels.

[0003] Commonly used concrete wall panels are wooden panels. Multiple wooden boards are connected to each other by rivets to form a mold for wall casting. This is not only time-consuming, but also because different buildings have different requirements for the height of concrete walls, the wooden wall panels need to be adjusted as needed during wall construction, which is time-consuming. In addition, the wall panels are large and heavy, making them difficult to transport and install. Utility Model Content

[0004] Technical problems solved

[0005] In response to the above-mentioned shortcomings of the existing technology, the utility model provides a composite board for external formwork of concrete that does not require disassembly, which can effectively solve the problem that in the existing technology, the process of building the wall mold to be poured by using wooden boards is not only time-consuming but also inconvenient in transportation and installation of wooden boards.

[0006] Technical Solution

[0007] In order to achieve the above objectives, the present invention is implemented through the following technical solutions:

[0008] The utility model provides a composite plate for an external formwork of concrete that does not require disassembly, comprising a bottom plate and two sets of side plates, wherein the two sets of side plates and the bottom plate are integrally formed, and the side view projection shape of the two sets of side plates and the bottom plate is U-shaped;

[0009] The lower end of the side panel is provided with an outer hanging panel, and the upper end of the side panel is provided with an inner hanging panel. When multiple groups of composite panels are stacked, the outer hanging panel at the lower end of the upper side panel is clamped on the inner hanging panel at the upper end of the lower side panel.

[0010] Furthermore, it also includes two limiting protrusions, which are fixedly arranged below the bottom plate, and form limiting grooves between the two limiting protrusions and the external hanging plates below the two side plates.

[0011] Furthermore, the width of the limiting groove is slightly greater than the thickness of the inner hanging plate.

[0012] Furthermore, a first grouting hole and a second grouting hole are arranged on the bottom plate at intervals, and the first grouting hole and the second grouting hole are used for concrete to flow downward.

[0013] Furthermore, a plurality of grooves are provided on the inner wall of the side panel at intervals above and below, and the grooves are distributed along the length direction of the side panel.

[0014] Furthermore, the side view projection shape of the groove is an isosceles trapezoidal shape.

[0015] Furthermore, the outer wall of the side panel is also provided with a plurality of grooves at intervals up and down, and the grooves on the inner wall of the side panel and the grooves on the outer wall are staggered up and down.

[0016] Furthermore, a supporting through hole is formed at the connection between the bottom plate and the side plate, and the inner wall height of the supporting through hole is between one fifth and one sixth of the height of the side plate.

[0017] Beneficial effects

[0018] Compared with the known public technologies, the technical solution provided by this utility model has the following beneficial effects:

[0019] The utility model arranges inner hanging panels and outer hanging panels at the upper and lower ends of the side panels respectively. When the multi-layer composite panels are stacked to form a wall model, the inner hanging panels on the lower composite panels are stuck in the outer hanging panels below the upper composite panels, so that the outer formwork composite panels of the wall can be quickly constructed, and then concrete can be quickly poured to build the wall. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following briefly introduces the drawings required for the embodiments or the description of the prior art. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be derived from these drawings without inventive effort.

[0021] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0022] Figure 2 For the utility model Figure 1 A is a schematic diagram of a partially enlarged structure;

[0023] Figure 3 It is a top view of the utility model;

[0024] Figure 4 It is a side view of the utility model;

[0025] Figure 5 These are the inner hanging plate and the outer hanging plate of the utility model.

[0026] The numbers in the figure represent: 1, bottom plate; 101, supporting through hole; 102, limiting groove; 103, first grouting hole; 104, second grouting hole; 11, limiting protrusion; 2, side plate; 201, groove; 21, external hanging plate; 22, internal hanging plate. DETAILED DESCRIPTION

[0027] To make the purpose, technical solutions, and advantages of the embodiments of the present invention more clear, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings of the embodiments of the present invention. Obviously, the described embodiments are only some of the embodiments of the present invention, not all of them. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making any creative efforts are within the scope of protection of the present invention.

[0028] The present invention will be further described below with reference to the embodiments.

[0029] Embodiment: A composite board for concrete without demolition, such as Figure 1-5 As shown, it includes a bottom plate 1 and two sets of side plates 2. The two sets of side plates 2 and the bottom plate 1 are an integrally formed structure. The side view projection shape of the two sets of side plates 2 and the bottom plate 1 is U-shaped;

[0030] An outer hanging plate 21 is provided at the lower end of the side panel 2, and an inner hanging plate 22 is provided at the upper end of the side panel 2. When multiple groups of composite panels are stacked, the outer hanging plate 21 at the lower end of the upper side panel 2 is clamped on the inner hanging plate 22 at the upper end of the lower side panel 2.

[0031] In the present invention, by respectively arranging an inner hanging plate 22 and an outer hanging plate 21 at the upper and lower ends of the side panels 2, when the multi-layer composite panels are stacked to form a wall model, the inner hanging plate 22 on the lower composite panel is stuck in the outer hanging plate 21 below the upper composite panel, and the upper and lower composite panels can be conveniently aligned and fixed without using bolts and other connecting parts, so that the outer formwork composite panels of the wall can be quickly constructed, and then concrete can be quickly injected to build the wall.

[0032] Furthermore, it includes two limiting protrusions 11 , both of which are fixedly arranged below the bottom plate 1 , and forming limiting grooves 102 between the limiting protrusions 11 and the external panels 21 below the two side panels 2 .

[0033] Among them, by setting a limiting protrusion 11, a limiting function can be formed between the limiting protrusion 11 and the outer hanging plate 21 to limit the inner hanging plate 22 of another group of composite panels, thereby avoiding relative displacement between the outer hanging plate 21 of the upper composite panel and the inner hanging plate 22 of the lower composite panel during use, and avoiding severe shaking of the entire wall outer formwork composite panel during the pouring process.

[0034] Furthermore, the width of the limiting groove 102 is slightly greater than the thickness of the inner hanging plate 22 .

[0035] Furthermore, a first grouting hole 103 and a second grouting hole 104 are provided on the bottom plate 1 at intervals, and the first grouting hole 103 and the second grouting hole 104 are used for concrete to flow downward.

[0036] In particular, during use, the first grouting hole 103 and the second grouting hole 104 can also allow the steel structure of the cast wall to pass through, which is more in line with the construction structure of the cast wall.

[0037] Furthermore, a plurality of grooves 201 are provided at intervals in the upper and lower parts of the inner wall of the side panel 2 , and the grooves 201 are distributed along the length direction of the side panel 2 .

[0038] Among them, by providing the grooves 201 on the inner walls of the side panels 2, the two side surfaces of the cast wall can present a partially raised structure, so that the wall has better anti-bending moment capacity in the width direction.

[0039] Furthermore, the side view projection shape of the groove 201 is an isosceles trapezoid, which can make the side panel 2 fit more closely to the wall after the wall is cast, and prevent the side panel 2 from easily separating from the wall.

[0040] Furthermore, the outer wall of the side panel 2 is also provided with a plurality of grooves 201 at intervals up and down, and the grooves 201 on the inner wall of the side panel 2 and the grooves 201 on the outer wall are staggered up and down.

[0041] Furthermore, a support through hole 101 is formed at the connection between the bottom plate 1 and the side plate 2 , and the inner wall height of the support through hole 101 is between one fifth and one sixth of the height of the side plate 2 .

[0042] Among them, by forming a supporting through hole 101 at the connection between the bottom plate 1 and the side plate 2, the outer wall of the supporting through hole 101 is equivalent to the rib between the bottom plate 1 and the side plate 2, which can increase the supporting effect of the bottom plate 1 on the side plate 2, and can avoid the upper end of the side plate 2 from expanding seriously to both sides during the pouring process, thereby avoiding deformation of the poured wall.

[0043] The above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or make equivalent replacements for some of the technical features therein. However, these modifications or replacements will not cause the essence of the corresponding technical solutions to deviate from the protection scope of the technical solutions of the various embodiments of the present invention.

Claims

1. A composite board for concrete without dismantling, characterized in that: It comprises a bottom plate (1) and two sets of side plates (2), wherein the two sets of side plates (2) and the bottom plate (1) are an integrally formed structure, and the side view projection shape of the two sets of side plates (2) and the bottom plate (1) is U-shaped; An outer hanging plate (21) is provided at the lower end of the side panel (2), and an inner hanging plate (22) is provided at the upper end of the side panel (2). When multiple sets of composite panels are stacked, the outer hanging plate (21) at the lower end of the upper side panel (2) is clamped on the inner hanging plate (22) at the upper end of the lower side panel (2).

2. The external formwork composite board for non-disassembly concrete according to claim 1, characterized in that: It also includes two limiting protrusions (11), both of which are fixedly arranged below the bottom plate (1), and forming limiting grooves (102) between the limiting protrusions (11) and the external hanging plates (21) below the two side plates (2).

3. The external formwork composite board for non-disassembly concrete according to claim 2, characterized in that: The width of the limiting groove (102) is slightly greater than the thickness of the inner hanging plate (22).

4. The external formwork composite board for non-disassembly concrete according to claim 1, characterized in that: A first grouting hole (103) and a second grouting hole (104) are arranged on the bottom plate (1) at intervals, and the first grouting hole (103) and the second grouting hole (104) are used for concrete to flow downward.

5. The external formwork composite board for non-dismantling concrete according to claim 1, characterized in that: The inner wall of the side plate (2) is provided with a plurality of grooves (201) at intervals in the upper and lower parts, and the grooves (201) are distributed along the length direction of the side plate (2).

6. The external formwork composite board for non-disassembly concrete according to claim 5, characterized in that: The side view projection shape of the groove (201) is an isosceles trapezoidal shape.

7. The external formwork composite board for non-dismantling concrete according to claim 6, characterized in that: The outer wall of the side plate (2) is also provided with a plurality of grooves (201) at intervals up and down, and the grooves (201) on the inner wall of the side plate (2) and the grooves (201) on the outer wall are arranged in an alternating manner up and down.

8. The external formwork composite board for non-disassembly concrete according to claim 1, characterized in that: A supporting through hole (101) is formed at the connection between the bottom plate (1) and the side plate (2), and the inner wall height of the supporting through hole (101) is between one fifth and one sixth of the height of the side plate (2).

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