Wave reinforcing mesh high-density concrete wall pouring formwork

Abstract

The utility model belongs to the technical field of wall body pouring formworks, and particularly relates to a wave reinforcing mesh high-density concrete wall body pouring formwork which comprises two formwork bodies, two wave meshes and two shells, the two wave meshes are fixedly connected to one sides of the two formwork bodies respectively, and the two shells are fixedly connected to the other sides of the two formwork bodies respectively. The two shells are fixedly connected to one sides of the two template main bodies correspondingly, and moving plates are arranged in the two shells correspondingly; the two through holes are respectively formed in one sides of the two template main bodies; the two moving assemblies are arranged in the two shells correspondingly and used for driving the two moving plates to move, the formwork body is supported through a wave net reinforcing steel bar structure, multi-framework cooperation and ground anchor inclined rods, and the overall deformation resistance stability is remarkably improved; and an automatic vibrating assembly driven by a built-in motor is matched with a sealing vibrating pipe, so that concrete bubbles can be efficiently removed, and the compactness and the pouring quality of a wall body are greatly improved.

Description

TECHNICAL FIELD

[0001] The utility model belongs to wall body pouring formwork technical field especially relates to high density concrete wall body pouring formwork of wave reinforcement net. BACKGROUND

[0002] The concrete wall body pouring formwork is a key component for temporarily forming when pouring the concrete wall body, is usually made of steel formwork, wood formwork or aluminum formplate and the like, is fixed and kept the design shape and size through the support system (such as steel pipe scaffold, tension bolt and the like). Its role is to bear the lateral pressure in the new mixing concrete pouring and hardening process, keep the wall section accuracy, ensure that the wall surface after forming is smooth, perpendicularity meets the requirements, and provides the smooth or specific texture finish base for the structure after the formwork is removed. Modern formwork system often pays attention to the reusability, rapid installation and sealed anti-leakage design to improve the construction efficiency and concrete forming quality.

[0003] In the concrete wall body pouring construction, the traditional formwork is mostly dependent on simple frame or single-point support structure, and the anti-deformation capacity is limited, is prone to dislocation and formwork expansion due to the concrete lateral pressure or external disturbance, which influences the wall forming accuracy. At the same time, the concrete vibrating often needs manual operation or simple vibrating equipment auxiliary, and there are problems such as uneven vibrating, incomplete bubble discharge, which leads to insufficient wall density and substandard strength, and is not conducive to the use of the staff. In view of this, the utility model provides the high density concrete wall body pouring formwork of wave reinforcement net. UTILITY MODEL CONTENTS

[0004] The utility model aims at providing the high density concrete wall body pouring formwork of wave reinforcement net to solve the problems in the above background technology.

[0005] Therefore, the utility model provides the high density concrete wall body pouring formwork of wave reinforcement net, including two formwork main parts and two wave nets, two wave nets are fixedly connected on one side of two formwork main parts, and two first skeletons that are symmetrically distributed are fixedly connected on one side of two formwork main parts.

[0006] Two housings are fixedly connected on one side of two formwork main parts, and the inside of two housings is provided with a moving plate.

[0007] Two through holes are respectively arranged on one side of two formwork main parts, and two through holes are penetrated to the other side of formwork main part, and the outside of two vibrating pipes is movably sleeved with a sealing sleeve.

[0008] Two groups of moving assemblies are respectively arranged in the inside of two housings and are used to drive two moving plates to move.

[0009] In this technical solution, first, two template bodies are arranged opposite to each other, and corrugated nets are respectively fixedly connected to one side of them. The corrugated nets are used to strengthen the steel structure of the wall. Two sliders are slidably installed in the "hui"-shaped sliding shells on one side of the first framework. The sliders are connected by a tie rod, so that the two template bodies on both sides are closely fitted and fixed. At the same time, one end of the inclined rod at the top of the first framework is connected to the template body, and the other end penetrates through the ground anchor and anchors the ground. The inclined support frame under the template body is connected to the bottom of the shell, further strengthening the anti-deformation ability of the overall structure of the template.

[0010] After the concrete is poured into the template, the motor is started to drive the internal threaded rod to rotate, which带动 the threaded sleeve to slide along the bottom inner wall of the shell, and then推动 the moving plate fixed to the threaded sleeve to move. When the moving plate moves, it推动 the vibrating tube to perform high-frequency vibration on the concrete through the through hole on one side of the template body. The sealing sleeve outside the vibrating tube prevents the concrete from leaking, ensuring the effective transmission of the vibration energy. At this stage, automatic vibration is achieved through mechanical drive, effectively removing the air bubbles inside the concrete and improving the density of the wall. This template body strengthens the steel structure through the corrugated net, coordinates multiple frameworks, and is supported by the ground anchor inclined rod, significantly improving the overall anti-deformation stability; the built-in motor-driven automatic vibration component配合 the sealed vibrating tube can efficiently remove the air bubbles in the concrete, greatly improving the density and pouring quality of the wall.

[0011] In the above technical solution, further, a plurality of second frameworks are fixedly connected between every two of the first frameworks, and the plurality of second frameworks are all in the shape of "I".

[0012] In this technical solution, two symmetric first frameworks on one side of the template body are connected by a plurality of "I"-shaped second frameworks distributed at equal intervals to form a stable support framework.

[0013] In the above technical solution, further, a sliding shell is fixedly connected to one side of every two of the first frameworks, and the two sliding shells are both in the shape of "hui". Two symmetrically distributed sliders are slidably installed inside the two sliding shells, and the same tie rod is threadedly connected inside every two of the sliders.

[0014] In this technical solution, two sliders are slidably installed in the "hui"-shaped sliding shell on one side of the first framework, and the sliders are connected by a tie rod, so that the two template bodies on both sides are closely fitted and fixed.

[0015] In the above technical solution, further, an inclined rod is fixedly connected to one side of each of the four first frameworks, a ground anchor is provided at the top of each of the four inclined rods, and the four ground anchors penetrate to the bottom of the inclined rods.

[0016] In the technical solution, one end of the inclined rod at the top of the first framework is connected with the template main body, the other end penetrates the ground anchor and anchors the ground, the bottom of the shell is connected with the inclined support frame under the template main body, and the anti-deformation ability of the overall structure of the template is further strengthened.

[0017] In the technical solution, the moving assembly comprises a threaded rod, the threaded rod is rotatably installed on the inner wall of the shell, the outer thread of the threaded rod is connected with a threaded sleeve, the threaded sleeve is slidably installed on the bottom of the inner wall of the shell, and the threaded sleeve is fixedly connected with the moving plate.

[0018] In the technical solution, the motor on the support plate outside the shell is started, the internal threaded rod is driven to rotate, the threaded sleeve is driven to slide along the bottom of the inner wall of the shell, and the moving plate fixedly connected with the threaded sleeve is driven to move.

[0019] In the technical solution, one side of the shell is fixedly connected with a support plate, the top of the support plate is fixedly installed with a motor, and the output end of the motor is fixedly connected with one end of the threaded rod.

[0020] In the technical solution, the motor can not be idled when working.

[0021] In the technical solution, the other end of each of the two support frames is fixedly connected with the bottom of the shell, and the two support frames are inclined.

[0022] In the technical solution, the support frame can support the shell.

[0023] The utility model discloses the beneficial effect is:

[0024] 1. first, two template main bodies are oppositely arranged, and the one side of each template main body is fixedly connected with a wave net, the wave net is used for reinforcing the steel structure of the wall, two sliding blocks are slidably installed in the "hui" type sliding shell on one side of the first framework, the two sliding blocks are connected through a tensioning screw rod, the two template main bodies are tightly fixed, meanwhile, one end of the inclined rod at the top of the first framework is connected with the template main body, the other end penetrates the ground anchor and anchors the ground, the bottom of the shell is connected with the inclined support frame under the template main body, and the anti-deformation ability of the overall structure of the template is further strengthened.

[0025] 2. After the concrete is injected into the mold, the motor is started to drive the internal threaded rod to rotate, which drives the threaded sleeve to slide along the bottom of the inner wall of the shell, and then pushes the moving plate fixed with the threaded sleeve to move. When the moving plate moves, the vibrating pipe is pushed through the through hole on one side of the mold body to vibrate the concrete, and the sealing sleeve outside the vibrating pipe prevents the concrete from leaking, ensuring that the vibrating energy is effectively transmitted. In this stage, the automatic vibration is realized by mechanical driving, which effectively eliminates the air bubbles in the concrete and improves the wall density. The main body of the mold is supported by the wave net reinforced steel structure, the multi-skeleton cooperation and the ground anchor inclined rod, which significantly improves the overall anti-deformation stability; the automatic vibrating assembly driven by the built-in motor cooperates with the sealed vibrating pipe to efficiently eliminate the air bubbles in the concrete, greatly improving the wall density and pouring quality. BRIEF DESCRIPTION OF DRAWINGS

[0026] Figure 1 It is an overall structure schematic diagram of the utility model;

[0027] Figure 2 It is an overall structure cross-sectional view schematic diagram in the utility model;

[0028] Figure 3 It is a first skeleton, a second skeleton and an inclined rod structure schematic diagram in the utility model;

[0029] Figure 4 It is a mold structure schematic diagram in the utility model;

[0030] Figure 5 It is an overall structure schematic diagram in the utility model Figure 2 The enlarged structure schematic diagram of A in the utility model.

[0031] The marks in the figure are:

[0032] 1, mold body; 2, wave net; 3, first skeleton; 4, second skeleton; 5, inclined rod; 6, ground anchor; 7, sliding shell; 8, sliding block; 9, counter-pulling screw rod; 10, support frame; 11, shell; 12, motor; 13, support plate; 14, threaded rod; 15, threaded sleeve; 16, moving plate; 17, through hole; 18, vibrating pipe; 19, sealing sleeve. DETAILED DESCRIPTION

[0033] The following will be combined with the Figure 1 - Figure 5 The application is further described in detail.

[0034] In the present application, the terms "upper", "lower", "left", "right", "front", "back", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal" and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings. These terms are mainly used to better describe the present application and its embodiments, and are not intended to limit the indicated devices, elements or components to have a particular orientation, or to be constructed and operated in a particular orientation.

[0035] Embodiment 1: The present embodiment provides a wave reinforcement mesh high-density concrete wall pouring formwork, which comprises two formwork bodies 1 and two wave meshes 2, the two wave meshes 2 are fixedly connected to one side of the two formwork bodies 1 respectively, and the one side of the two formwork bodies 1 is fixedly connected with two symmetrically distributed first skeletons 3;

[0036] Two housings 11 are fixedly connected to one side of the two formwork bodies 1 respectively, and the inside of each of the two housings 11 is provided with a moving plate 16;

[0037] Two through holes 17 are respectively formed in one side of the two formwork bodies 1, and the two through holes 17 penetrate to the other side of the formwork body 1, and the one side of the two through holes 17 is communicated with a vibrating pipe 18, and the outside of the two vibrating pipes 18 is movably sleeved with a sealing sleeve 19;

[0038] Two groups of moving assemblies are respectively arranged in the inside of the two housings 11 and are used to drive the two moving plates 16 to move.

[0039] Among them, first, the two formwork bodies 1 are oppositely arranged, and the one side of each of the two formwork bodies 1 is fixedly connected with the wave mesh 2, the wave mesh 2 is used to strengthen the reinforcement structure of the wall, the two sliding blocks 8 are slidingly installed in the "hui" type sliding housing 7 on one side of the first skeleton 3, the two sliding blocks 8 are connected by the tensioning screw rod 9, so that the two formwork bodies 1 are tightly fixed, at the same time, one end of the inclined rod 5 on the top of the first skeleton 3 is connected with the formwork body 1, the other end penetrates through the ground anchor 6 and is anchored to the ground, and the housing 11 at the bottom is connected with the support frame 10 below the formwork body 1, which further strengthens the anti-deformation ability of the overall structure of the formwork.

[0040] After the concrete is poured into the formwork, start the motor 12 to drive the internal threaded rod 14 to rotate, which带动 the threaded sleeve 15 to slide along the bottom inner wall of the housing 11, and then推动 the moving plate 16 fixed to the threaded sleeve 15 to move. When the moving plate 16 moves, it推动 the vibrating pipe 18 through the through hole 17 on one side of the formwork main body 1 to perform high-frequency vibration on the concrete. The sealing sleeve 19 outside the vibrating pipe 18 prevents the concrete from leaking, ensuring the effective transmission of vibration energy. At this stage, automatic vibration is achieved through mechanical drive, effectively removing the air bubbles inside the concrete and improving the wall density. The formwork main body 1 is enhanced by the corrugated net 2 for the steel bar structure, multi-skeleton cooperation and the inclined rod 5 of the ground anchor 6 to support, significantly improving the overall anti-deformation stability; the automatic vibration component driven by the built-in motor 12配合 the sealed vibrating pipe 18 can efficiently remove the concrete bubbles and greatly improve the wall density and pouring quality.

[0041] Embodiment 2: This embodiment provides a pouring formwork for a corrugated steel bar net high-density concrete wall. In addition to including the technical solutions of the above embodiments, it also has the following technical features. A plurality of second skeletons 4 are fixedly connected between every two first skeletons 3 at equal intervals, and the plurality of second skeletons 4 are all in the shape of "I".

[0042] Among them, two symmetrical first skeletons 3 on one side of the formwork main body 1 are connected by a plurality of second skeletons 4 in the shape of "I" distributed at equal intervals to form a stable support frame.

[0043] Embodiment 3: This embodiment provides a pouring formwork for a corrugated steel bar net high-density concrete wall. In addition to including the technical solutions of the above embodiments, it also has the following technical features. A sliding shell 7 is fixedly connected to one side of every two first skeletons 3. The two sliding shells 7 are both in the shape of "return". Two symmetrically distributed sliders 8 are slidably installed inside the two sliding shells 7, and the same tension rod 9 is threadedly connected inside every two sliders 8.

[0044] Among them, two sliders 8 are slidably installed inside the "return"-shaped sliding shell 7 on one side of the first skeleton 3, and the sliders 8 are connected by the tension rod 9 to make the two formwork main bodies 1 on both sides closely fit and fixed.

[0045] Embodiment 4: This embodiment provides a pouring formwork for a corrugated steel bar net high-density concrete wall. In addition to including the technical solutions of the above embodiments, it also has the following technical features. An inclined rod 5 is fixedly connected to one side of each of the four first skeletons 3, and a ground anchor 6 is provided at the top of each of the four inclined rods 5, and the four ground anchors 6 penetrate to the bottom of the inclined rod 5.

[0046] Among them, one end of the inclined rod 5 at the top of the first skeleton 3 is connected to the formwork main body 1, and the other end penetrates the ground anchor 6 and is anchored to the ground.配合 the inclined support frame 10 below the formwork main body 1 to connect the bottom of the housing 11, further strengthening the anti-deformation ability of the overall structure of the formwork.

[0047] The embodiment 5 provides the wave reinforcement high-density concrete wall pouring formwork, and in addition to the technical scheme of the above-embodiment, further has the following technical features: the moving assembly comprises a threaded rod 14, the threaded rod 14 is rotatably installed on the inner wall of the shell 11, the threaded rod 14 is externally threadedly connected with a threaded sleeve 15, the threaded sleeve 15 is slidably installed on the inner wall bottom of the shell 11, and the threaded sleeve 15 is fixedly connected with a moving plate 16.

[0048] The motor 12 on the outer side supporting plate 13 of the shell 11 is started, the internal threaded rod 14 is driven to rotate, the threaded sleeve 15 is driven to slide along the inner wall bottom of the shell 11, and the moving plate 16 fixedly connected with the threaded sleeve 15 is driven to move.

[0049] The embodiment 6 provides the wave reinforcement high-density concrete wall pouring formwork, and in addition to the technical scheme of the above-embodiment, further has the following technical features: one side of the shell 11 is fixedly connected with a supporting plate 13, the top of the supporting plate 13 is fixedly installed with a motor 12, and the output end of the motor 12 is fixedly connected with one end of a threaded rod 14.

[0050] The supporting plate 13 is arranged, so that the motor 12 does not idle when working.

[0051] The embodiment 7 provides the wave reinforcement high-density concrete wall pouring formwork, and in addition to the technical scheme of the above-embodiment, further has the following technical features: one side of the two formwork main bodies 1 is fixedly connected with a supporting frame 10, the other end of the two supporting frames 10 is fixedly connected to the bottom of the two shells 11, and the two supporting frames 10 are inclined.

[0052] The supporting frame 10 is arranged, so that the shell 11 is supported.

[0053] Working principle: firstly, the two formwork main bodies 1 are oppositely arranged, one side of the two formwork main bodies 1 is fixedly connected with the wave net 2, the wave net 2 is used for reinforcing the steel structure of the wall, the two symmetrical first frames 3 on one side of the formwork main body 1 are connected through a plurality of equidistantly distributed "H" shaped second frames 4, to form a stable support frame, the two sliding blocks 8 are slidably installed in the "H" shaped sliding shell 7 on one side of the first frame 3, the two sliding blocks 8 are connected through the tensioning screw rod 9, so that the two formwork main bodies 1 are tightly fixed, meanwhile, one end of the inclined rod 5 on the top of the first frame 3 is connected with the formwork main body 1, the other end penetrates through the ground anchor 6 and is anchored to the ground, and the shell 11 is connected to the bottom of the formwork main body 1 in cooperation with the inclined supporting frame 10 below the formwork main body 1, to further strengthen the anti-deformation capacity of the overall structure of the formwork.

[0054] After the concrete is poured into the mold, the motor 12 on the outer support plate 13 of the shell 11 is started to drive the internal threaded rod 14 to rotate, which drives the threaded sleeve 15 to slide along the inner wall of the shell 11, and then pushes the moving plate 16 fixed with the threaded sleeve 15 to move. When the moving plate 16 moves, it pushes the vibrating pipe 18 through the through hole 17 on one side of the mold body 1 to vibrate the concrete at high frequency. The sealing sleeve 19 outside the vibrating pipe 18 prevents the concrete from leaking and ensures that the vibrating energy is effectively transmitted. This stage realizes automatic vibration through mechanical driving, effectively eliminates the air bubbles in the concrete, and improves the compactness of the wall. The wave net 2 enhances the reinforcement structure, the multiple skeletons cooperate, and the ground anchor 6 supports the inclined rod 5, which significantly improves the overall anti-deformation stability. The automatic vibrating assembly driven by the built-in motor 12 cooperates with the sealed vibrating pipe 18 to efficiently eliminate the air bubbles in the concrete and significantly improve the compactness and pouring quality of the wall.

[0055] The embodiments of the present application are described above in combination with the drawings, and the embodiments and features in the embodiments of the present application can be combined with each other without conflict, and the present application is not limited to the above specific embodiments. The above specific embodiments are only illustrative and not restrictive, and a person of ordinary skill in the art can make many forms under the inspiration of the present application without departing from the scope of the present application and the scope protected by the claims.

Claims

1. A formwork for pouring a high-density concrete wall with a corrugated steel mesh, comprising two formwork bodies (1) and two corrugated meshes (2), characterized in that: Two of the wave meshes (2) are respectively fixedly connected to one side of two template bodies (1), and two symmetrically distributed first skeletons (3) are fixedly connected to one side of each of the two template bodies (1); Two shells (11), the two shells (11) are respectively fixedly connected to one side of two template bodies (1), and a moving plate (16) is arranged inside each of the two shells (11); Two through holes (17), the two through holes (17) are respectively opened on one side of two template bodies (1), the two through holes (17) penetrate to the other side of the template body (1), and a vibrating tube (18) is connected to one side of each of the two through holes (17), and a sealing sleeve (19) is movably sleeved outside the two vibrating tubes (18); Two groups of moving components are respectively arranged inside the two shells (11) and are used to drive the two moving plates (16) to move.

2. The wave reinforcement net high-density concrete wall pouring formwork according to claim 1, characterized in that, A plurality of second skeletons (4) evenly distributed at equal intervals are fixedly connected between every two of the first skeletons (3), and the plurality of second skeletons (4) are all in the shape of "I".

3. The wave reinforcement net high-density concrete wall pouring formwork according to claim 1, characterized in that, One sliding shell (7) is fixedly connected to one side of every two of the first skeletons (3), the two sliding shells (7) are both in the shape of "return", two symmetrically distributed sliders (8) are slidably installed inside the two sliding shells (7), and the same tension rod (9) is threadedly connected inside every two of the sliders (8).

4. The wave reinforcement high-density concrete wall pouring formwork according to claim 1, characterized in that, One inclined rod (5) is fixedly connected to one side of each of the four first skeletons (3), one ground anchor (6) is arranged at the top of each of the four inclined rods (5), and the four ground anchors (6) penetrate to the bottom of the inclined rods (5).

5. The wave reinforcement high-density concrete wall pouring form according to claim 1, characterized in that, The moving component includes a threaded rod (14), the threaded rod (14) is rotatably installed on both sides of the inner wall of the shell (11), a threaded sleeve (15) is threadedly connected to the outside of the threaded rod (14), the threaded sleeve (15) is slidably installed on the bottom of the inner wall of the shell (11), and the threaded sleeve (15) is fixedly connected to the moving plate (16).

6. The wave reinforcement high-density concrete wall pouring formwork according to claim 5, characterized in that, One support plate (1 7. The wave reinforcement high-density concrete wall pouring formwork according to claim 1, characterized in that, ​

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