Steel bar binding construction platform for thin-wall hollow pier

Abstract

The utility model provides a thin-wall hollow pier reinforcing steel bar binding construction platform, and relates to the technical field of building construction, the thin-wall hollow pier reinforcing steel bar binding construction platform comprises an outer frame body, multiple layers of outer platforms are arranged on the outer side of the outer frame body at intervals in a surrounding mode, an inner frame body is arranged in the outer frame body, and the inner frame body is provided with inner platforms corresponding to the outer platforms in position; an accommodating gap for arranging reinforcing steel bars is formed between the outer frame body and the inner frame body; a protection piece is arranged on the edge of the outer platform. The inner and outer reinforcing steel bars can be conveniently bundled at the same time, the working efficiency can be improved, and convenience and safety of bundling of the inner reinforcing steel bars are facilitated.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a thin-wall hollow pier steel bar binding construction platform. Background Art

[0002] Reinforced concrete structures are widely used in various types of buildings, and tying is the weaving of steel bars in the early stages of construction, which is an important step to facilitate better and safer construction. When tying horizontal steel bars, steel pipe scaffolding, door frames, etc. are generally installed as steel bar tying construction platforms.

[0003] After searching, the magnificent document with patent publication number CN213681735U discloses a thin-walled hollow pier steel bar binding construction platform for hollow thin-walled pier steel bar binding, including twelve vertical No. 1 angle steels, four horizontal No. 2 angle steels and four horizontal No. 3 angle steels, twelve vertical No. 1 angle steels, No. 1 rectangular frame and No. 2 rectangular frame are connected to form a rectangular frame, and the frame is covered with an upper support platform and a lower support platform. The utility model is firm and stable, and can be used as a platform for installing pier body steel bars, and stacking materials and small machines.

[0004] In the actual construction process, when the steel bars are bundled, the structural setting in the above technical solution can ensure the smooth bundling of the outer steel bars, but when the inner steel bars are bundled, the convenience and safety of the whole process cannot be guaranteed. Utility Model Content

[0005] The utility model aims to provide a thin-wall hollow pier steel bar binding construction platform, which can improve the problem in the prior art that when performing the inner layer steel bar binding work, the convenience and safety of the whole process cannot be guaranteed.

[0006] The embodiment of the utility model is achieved as follows:

[0007] An embodiment of the present application provides a thin-walled hollow pier steel bar binding construction platform, comprising an outer frame, wherein a plurality of outer platforms are arranged at intervals around the outer side of the outer frame, an inner frame is arranged inside the outer frame, and the inner frame is provided with an inner platform corresponding to the position of the outer platform; a accommodating gap for arranging steel bars is provided between the outer frame and the inner frame; and a protective member is provided at the edge of the outer platform.

[0008] In some embodiments of the present invention, the inner platform and the outer platform are both arranged parallel to a horizontal plane.

[0009] In some embodiments of the present invention, the protective member is a vertical partition connected to the outer edge of the outer platform.

[0010] In some embodiments of the present invention, a mesh guardrail is provided on the upper end of the partition.

[0011] In some embodiments of the utility model, the inner frame is vertically provided with a first ladder, and an entrance and exit are opened at a position of the inner platform corresponding to the first ladder.

[0012] In some embodiments of the present invention, the outer frame and the inner frame are both connected by angle steels.

[0013] In some embodiments of the present invention, a second ladder is vertically arranged on the outside of the outer frame.

[0014] Compared with the prior art, the embodiments of the present invention have at least the following advantages or beneficial effects:

[0015] The utility model can facilitate the bundling of inner and outer steel bars at the same time by connecting the inner and outer frames and the inner and outer platform bushings, thereby improving work efficiency and facilitating the convenience and safety of bundling the inner steel bars. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] In order to more clearly illustrate the technical solutions of the embodiments of the utility model, the drawings required for use in the embodiments will be briefly introduced below. It should be understood that the following drawings only show certain embodiments of the utility model and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other relevant drawings can be obtained based on these drawings without paying creative work.

[0017] Figure 1 It is a schematic diagram of the structure of an embodiment of the utility model.

[0018] Figure 2 This is a schematic diagram of an external platform structure according to an embodiment of the present utility model.

[0019] Figure 3 It is a schematic diagram of the platform structure in an embodiment of the utility model.

[0020] Icons: 1-external frame, 2-inner frame, 3-external platform, 4-inner platform, 5-accommodation gap, 6-vertical partition, 7-mesh guardrail, 8-entrance and exit, 9-first ladder, 10-second ladder. DETAILED DESCRIPTION

[0021] Example

[0022] according to Figure 1-Figure 3As shown, the embodiment of the present application proposes a thin-walled hollow pier steel bar binding construction platform, including an outer frame 1, wherein a plurality of outer platforms 3 are arranged around the outer side of the outer frame 1 at intervals, an inner frame 2 is arranged inside the outer frame 1, and the inner frame 2 is provided with an inner platform 4 corresponding to the position of the outer platform 3; an accommodating gap 5 for arranging steel bars is provided between the outer frame 1 and the inner frame 2; and a protective member is provided at the edge of the outer platform 3.

[0023] It should be noted that the above-mentioned outer frame 1 and the above-mentioned inner frame 2 are both connected by angle steels. Specifically, the above-mentioned outer frame 1 is a rectangle formed by multiple horizontal angle steels, and multiple angle steels are vertically connected to the four corners and four sides of the rectangle to play a supporting role. The multiple vertically arranged angle steels are connected to the positions corresponding to the outer platform 3 with a mounting frame connected by angle steels, and the lower end of the outer platform 3 is arranged at the upper end of the mounting frame.

[0024] Similarly, the inner frame 2 is composed of angle steels vertically connected to the edges of the inner platforms 4, so that multiple inner platforms 4 can be stably connected to ensure stability.

[0025] It is worth noting that the connection method of the above mechanical structure can be mainly achieved by bolt connection, which can be combined with welding to further stabilize the entire structure.

[0026] During the process of continuously pouring thin-walled hollow piers upwards, the entire device can be lifted and moved by hoisting equipment to achieve the effect of continuously accumulating construction upwards.

[0027] Furthermore, the inner platform 4 and the outer platform 3 are arranged parallel to the horizontal plane, that is, the plurality of outer platforms 3 are arranged horizontally at intervals, and the interval distance is constant, so as to ensure that construction personnel can operate conveniently. Simultaneously, the plurality of inner platforms 4 are also arranged horizontally at intervals, and the inner platform 4 and the corresponding outer platform 3 are on the same horizontal plane.

[0028] The material of the outer platform 3 and the inner platform 4 can be a steel plate or a polymer resin material with sufficient strength, which can fully ensure that the outer platform 3 and the inner platform 4 always maintain stability when the operator stands and places the operating equipment, and have sufficient strength and toughness to ensure stability under some mechanical impacts or heavy pressure.

[0029] During the entire thin-walled hollow pier reinforcement binding construction process, the reinforcements to be bound are vertically arranged in the above-mentioned accommodation gap 5, and multiple operators can perform synchronous operations on the inner platform 4 and the outer platform 3 at the same time, which can improve the operation efficiency.

[0030] It should also be noted that the above-mentioned protective member is a vertical partition 6 connected to the outer edge of the above-mentioned outer platform 3. The above-mentioned partition is fixed to the outer edge of the outer platform 3, which can protect the construction workers from falling, and can also prevent some work and equipment from falling.

[0031] Furthermore, a mesh guardrail 7 is provided on the upper end of the partition, and the mesh guardrail 7 can effectively achieve a protective effect on the human body.

[0032] In actual work, after the steel bars in the receiving gap 5 are completely installed, the operator needs to continuously move between the platforms 4 in each layer. However, due to the arrangement of the steel bars, the process is inconvenient and there are great safety hazards.

[0033] In order to solve the above problem, the inner frame 2 is vertically provided with a first ladder 9 , and the inner platform 4 is provided with an entrance 8 at a position corresponding to the first ladder 9 .

[0034] In the actual working process, the user first climbs onto the uppermost inner platform 4 through the uppermost outer platform 3, passes through the above-mentioned entrance 8 and climbs along the ladder to move between the inner platforms 4 at various levels to perform operations at the preset bundling positions.

[0035] It should be noted that the size of the above-mentioned entrance and exit 8 can be set to suit the size of people of general body shape to increase applicability, and the above-mentioned first ladder 9 is set near the edge of the above-mentioned inner platform 4 to prevent the first ladder 9 from affecting the normal movement of the operator on the inner platform 4.

[0036] When the operator moves normally on the first ladder 9, the operator moves toward the outer frame 1. During this process, the steel bars in the accommodating gap 5 will not affect the movement of the operator, thereby ensuring movement efficiency and reducing safety risks.

[0037] Moreover, a second ladder 10 is vertically arranged on the outer side of the outer frame 1, which can facilitate the operator to move on the second ladder 10, thereby realizing movement between the multi-layer outer platforms 3 and facilitating related operations.

[0038] The working principle of this embodiment is:

[0039] When actually carrying out the steel bar binding construction of thin-walled hollow piers, the operator can operate simultaneously on the nested inner platform 4 and outer platform 3, and the setting of the inner platform 4 can effectively prevent the steel bars in the accommodating gap 5 from obstructing the operator and causing safety hazards. In actual work, the operator first climbs onto the uppermost inner platform 4 through the uppermost outer platform 3, passes through the above-mentioned entrance and exit 8 and moves along the ladder between the inner platforms 4 of each level to perform operations at the preset binding position, and the second ladder 10 can facilitate the operator to move on the above-mentioned second ladder 10, thereby realizing movement between multiple layers of outer platforms 3, while improving work efficiency and increasing safety.

[0040] The above are only preferred embodiments of the present invention and are not intended to limit the present invention. For those skilled in the art, the present invention may be subject to various modifications and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. A thin-walled hollow pier reinforcement binding construction platform, characterized in that: It includes an outer frame, with multiple layers of outer platforms arranged around the outer side of the outer frame at intervals, an inner frame is arranged inside the outer frame, and the inner frame is provided with an inner platform corresponding to the position of the outer platform; a accommodating gap for arranging steel bars is provided between the outer frame and the inner frame; and a protective piece is provided at the edge of the outer platform.

2. The thin-walled hollow pier reinforcement binding construction platform according to claim 1 is characterized in that: The inner platform and the outer platform are both arranged parallel to the horizontal plane.

3. The thin-walled hollow pier reinforcement binding construction platform according to claim 1 is characterized in that: The protective member is a vertical partition connected to the outer edge of the outer platform.

4. The thin-walled hollow pier reinforcement binding construction platform according to claim 3 is characterized in that: A mesh guardrail is arranged on the upper end of the vertical partition.

5. The thin-walled hollow pier reinforcement binding construction platform according to claim 1 is characterized in that: The inner frame is vertically provided with a first ladder, and an entrance and exit are opened at a position of the inner platform corresponding to the first ladder.

6. The thin-walled hollow pier reinforcement binding construction platform according to claim 1 is characterized in that: The outer frame and the inner frame are both connected by angle steel.

7. The thin-walled hollow pier reinforcement binding construction platform according to claim 1 is characterized in that: A second ladder is vertically arranged on the outside of the outer frame.

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