Concrete rib jacking cap for steel bar construction positioning

By designing concrete top bar hats that can be adapted to multiple specifications, the threaded connection between the inner cap and the outer cap and the wedge assembly that seals the arc plate to achieve clamping of the end of the steel bar, solving the problem of the existing plastic top bar hat being unable to The problem of adapting to steel bars of different specifications reduces the risk of rust.

CN222206975UActive Publication Date: 2024-12-20CHINA RAILWAY 19TH BUREAU GRP 3RD
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Patent Information

Application Number
CN202420621575.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-03-28
Publication Date
2024-12-20
Estimated Expiration
2034-03-28

AI Technical Summary

Technical Problem

The existing plastic top bar hat cannot be adapted to a variety of steel bars of different specifications in construction projects, resulting in easy rust at the ends of the steel bars.

Method used

A concrete top-strength hat including an inner cap and an outer cap is designed. The inner cap and the outer cap are connected by threads. The sealing arc plate and guide column are arranged at the bottom of the outer cap. The sealing arc plate is connected to the bottom limit of the inner cap through a wedge assembly. The inner cap rotates to drive the sealing arc plate to move concentrically, thereby achieving clamping of the ends of the steel bars and reducing leakage area.

Benefits of technology

It effectively reduces the leakage area at the end of the steel bar, reduces the risk of rust, and is suitable for a variety of steel bars of different specifications.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of reinforcing steel bar construction, in particular to a concrete bar jacking cap for reinforcing steel bar construction positioning, which comprises an inner cap and an outer cap, the outer cap is of a communicated structure, the inner cap is of a single-end closed structure, and the open end of the inner cap is inserted into an outer appearance and is in threaded connection with the inner cap. A plurality of sets of sealing arc plates are evenly arranged at the bottom of the outer cap in the circumferential direction of the outer cap, a sealing rubber pad is fixed to the inner side of each set of sealing arc plates, a plurality of sets of guide columns are fixedly installed on the outer sides of the sealing arc plates, the guide columns are in sliding connection with limiting holes formed in the outer cap, and the sealing arc plates are in limiting connection with the bottom of the inner cap through wedge block assemblies. The inner cap rotates relative to the outer cap and moves close to the outer cap, the multiple sets of sealing arc plates are driven to concentrically move to be close to the center of the outer cap to clamp the end of the steel bar, and the problem that an existing constructor can use a plastic bar jacking cap to sleeve the end, and the plastic bar jacking cap cannot be matched with various steel bars of different specifications in construction engineering is solved.
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Description

Technical Field

[0001] The utility model relates to the technical field of steel bar construction, in particular to a concrete top reinforcement cap for steel bar construction positioning. Background Art

[0002] Construction projects cannot be separated from reinforced concrete. Since the 21st century, the steel bar protection layer of concrete projects has gradually become a key quality management indicator in various industries. While improving the quality of the protection layer, new problems have also been highlighted. Taking highway projects as an example, in order to improve the qualified rate of the steel bar protection layer of concrete projects and ensure that the project acceptance quality inspection is qualified, a large number of template tension bars, top bars, and measure steel bars are added to the concrete of bridges, tunnels and various structures. These steel bars have played a positive role in improving the accurate positioning of the main steel bar skeleton, and at the same time have brought new hazards to the overall structural durability of concrete. Because these steel bars are on the surface of the concrete, they are seriously exposed and are more likely to rust and cause concrete damage.

[0003] At present, in order to protect the ends of steel bars, plastic top bar caps are often used to protect them. However, since the specifications of the plastic top bar caps need to be customized according to the specifications of the steel bars, they cannot be adapted to the various specifications of steel bars in the construction project. Utility Model Content

[0004] The purpose of the utility model is to provide a concrete top reinforcement cap for positioning steel bar construction, which solves the problem that existing construction workers use plastic top reinforcement caps to cover the end heads to protect exposed reinforcement, but because the specifications of the plastic top reinforcement caps need to be customized according to the specifications of the steel bars, they cannot adapt to a variety of different specifications of steel bars in construction projects.

[0005] To achieve the above-mentioned purpose, the utility model provides a concrete top reinforcement cap for steel bar construction positioning, comprising an inner cap and an outer cap, wherein the outer cap is a connecting structure, the inner cap is a single-end closed structure, the open end of the inner cap is inserted into the outer cap, and is threadedly connected with the inner cap, the bottom of the outer cap is evenly provided with multiple groups of sealing arc plates along its circumference, the inner side of each group of the sealing arc plates is fixed with a sealing rubber pad, the outer side of the sealing arc plate is fixedly installed with multiple groups of guide columns, the guide columns are slidably connected with the limiting holes provided on the outer cap, and the sealing arc plates are limitedly connected with the bottom of the inner cap through a wedge block assembly;

[0006] When the inner cap rotates relative to the outer cap, the plurality of sealing arc plates are driven to move concentrically.

[0007] As a further solution of the utility model, a mounting ring for transmitting and connecting the wedge block assembly is provided at the bottom of the inner cap.

[0008] As a further solution of the utility model, the wedge block assembly includes a first wedge block and a second wedge block, the plane of the first wedge block is fixedly connected to the sealing arc plate, a special-shaped connecting plate is fixed to the inclined side of the first wedge block, the inclined side of the second wedge block is provided with a special-shaped groove for sliding connection to the special-shaped connecting plate, and the plane side of the second wedge block is slidably connected to the limiting ring groove set at the bottom of the mounting ring.

[0009] As a further solution of the utility model, the number of the guide posts is two groups, and the two groups of guide posts are arranged in parallel along the axial direction of the outer cap.

[0010] As a further solution of the utility model, the number of the sealing arc plates is four groups.

[0011] Compared with the prior art, the utility model designs an inner cap and an outer cap, wherein the open end of the inner cap is inserted into the outer cap and is threadedly connected to the inner cap, and a plurality of groups of sealing arc plates are evenly arranged along the circumference of the bottom of the outer cap, and the sealing arc plates are limit-connected to the bottom of the inner cap through a wedge block assembly. By rotating the inner cap relative to the outer cap and moving close to the outer cap, the plurality of groups of sealing arc plates are driven to move concentrically close to the center of the outer cap to clamp the end of the steel bar, which greatly reduces the leakage area of ​​the end of the steel bar and reduces the rust of the leakage part of the steel bar, and solves the problem that the existing construction personnel use plastic top reinforcement caps to cover the end heads, and the plastic top reinforcement caps cannot adapt to a variety of different specifications of steel bars in the construction project. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1 The utility model provides a structural schematic diagram of a concrete top reinforcement cap for positioning reinforcement construction.

[0013] Figure 2 The utility model provides Figure 1 Internal schematic diagram.

[0014] Figure 3 The utility model provides Figure 2 A magnified schematic diagram of center A.

[0015] Figure 4 This is a schematic structural diagram of the first wedge provided by the utility model.

[0016] Figure 5 This is a schematic structural diagram of the inner cap provided by the utility model.

[0017] Figure 6 This is a structural schematic diagram of the sealing arc plate provided by the utility model.

[0018] In the attached drawings: 1. inner cap; 101. mounting ring; 2. outer cap; 3. steel bar; 4. wedge block assembly; 401. first wedge block; 4011. special-shaped connecting plate; 402. second wedge block; 5. sealing arc plate; 501. sealing rubber pad; 6. guide column. DETAILED DESCRIPTION

[0019] The technical solution of the utility model is further described in detail below in conjunction with specific implementation methods.

[0020] like Figure 1 , Figure 2 and Figure 6 As shown, in the embodiment of the utility model, a concrete top reinforcement cap for positioning steel bar construction comprises an inner cap 1 and an outer cap 2, wherein the outer cap 2 is a connecting structure, the inner cap 1 is a single-end closed structure, the open end of the inner cap 1 is inserted into the outer appearance, and is threadedly connected with the inner cap 1, the bottom of the outer cap 2 is evenly provided with multiple groups of sealing arc plates 5 along its circumference, and a sealing rubber pad 501 is fixed on the inner side of each group of the sealing arc plates 5, and multiple groups of guide columns 6 are fixedly installed on the outer side of the sealing arc plates 5, and the guide columns 6 are slidably connected with the limiting holes provided on the outer cap 2, and the sealing arc plates 5 are limitedly connected with the bottom of the inner cap 1 through the wedge block assembly 4;

[0021] When the inner cap 1 rotates relative to the outer cap 2, it drives the multiple sets of sealing arc plates 5 to move concentrically;

[0022] Specifically, during the installation process, the construction workers directly put the utility model on the exposed end of the reinforcement. The workers can hold the inner cap 1 and rotate the outer cap 2. The inner cap 1 and the outer cap 2 are relatively displaced, and the wedge block assembly 4 is driven to drive multiple groups of sealing arc plates 5 to move concentrically close to the center of the outer cap 2 to clamp the end of the reinforcement 3. At the same time, the sealing rubber pad 501 is squeezed and deformed. While ensuring the clamping of the sealing arc plates 5, the gaps between adjacent sealing arc plates 5 are filled to reduce the size of the gaps between the sealing arc plates 5.

[0023] like Figure 5 As shown, in the embodiment of the utility model, a mounting ring 101 for transmission connection wedge block assembly 4 is provided at the bottom of the inner cap 1;

[0024] Further, such as Figure 4As shown, the wedge block assembly 4 includes a first wedge block 401 and a second wedge block 402, the plane of the first wedge block 401 is fixedly connected to the sealing arc plate 5, a special-shaped connecting plate 4011 is fixed to the inclined side of the first wedge block 401, and a special-shaped groove for slidingly connecting the special-shaped connecting plate 4011 is provided on the inclined side of the second wedge block 402, and the plane side of the second wedge block 402 is slidingly connected to the limiting ring groove set at the bottom of the mounting ring 101. The utility model realizes the sliding connection and cooperation between the first wedge block 401 and the second wedge block 402 by setting the special-shaped connecting plate 4011. The special-shaped connecting plate 4011 in the utility model is preferably a T-shaped connecting plate, and the corresponding special-shaped groove is T-shaped. Of course, in actual design, the special-shaped connecting plate 4011 can also be selected from other specifications, such as L-shaped.

[0025] like Figure 2 As shown, in the embodiment of the utility model, the number of the guide columns 6 is two groups, and the two groups of guide columns 6 are arranged in parallel along the axial direction of the outer cap 2. The utility model uses the guide columns 6 to guide and limit the movement of the sealing arc plate 5.

[0026] like Figure 2 and Figure 6 As shown, in the embodiment of the utility model, the number of the sealing arc plates 5 is four groups, and the four groups of the sealing arc plates 5 can clamp the surrounding sides of the steel bars 3. The actual number of the sealing arc plates 5 can be adjusted according to the specifications of the steel bars 3, such as selecting three groups or two groups to achieve clamping.

[0027] To sum up the above, the utility model designs an inner cap 1 and an outer cap 2, the open end of the inner cap 1 is inserted into the outer appearance and is threadedly connected to the inner cap 1, and a plurality of groups of sealing arc plates 5 are evenly arranged along the circumference of the bottom of the outer cap 2, and the sealing arc plates 5 are limitedly connected to the bottom of the inner cap 1 through the wedge block assembly 4. The inner cap 1 rotates relative to the outer cap 2 and moves close to the outer cap 2, driving the plurality of groups of sealing arc plates 5 to move concentrically close to the center of the outer cap 2 to clamp the end of the steel bar 3, greatly reducing the leakage area of ​​the end of the steel bar 3 and reducing the rust of the leakage part of the steel bar 3, and solving the problem that the existing construction personnel use plastic top reinforcement caps to cover the end heads, and the plastic top reinforcement caps cannot adapt to a variety of different specifications of steel bars 3 in the construction project.

[0028] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be an indirect connection through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood by specific circumstances.

[0029] The preferred embodiments of the present invention are described in detail above, but the present invention is not limited to the above embodiments, and various changes can be made within the knowledge scope of ordinary technicians in this field without departing from the purpose of the present invention.

Claims

1. A concrete top reinforcement cap for steel bar construction positioning, characterized in that: It comprises an inner cap and an outer cap, wherein the outer cap is a connecting structure, the inner cap is a single-end closed structure, the open end of the inner cap is inserted into the outer cap and is threadedly connected with the inner cap, a plurality of groups of sealing arc plates are evenly arranged along the circumference of the bottom of the outer cap, a sealing rubber pad is fixed on the inner side of each group of the sealing arc plates, a plurality of groups of guide columns are fixedly installed on the outer side of the sealing arc plates, the guide columns are slidably connected with the limiting holes provided on the outer cap, and the sealing arc plates are limitedly connected with the bottom of the inner cap through a wedge block assembly; When the inner cap rotates relative to the outer cap, the plurality of sealing arc plates are driven to move concentrically.

2. The concrete top reinforcement cap for steel bar construction positioning according to claim 1 is characterized in that: The bottom of the inner cap is provided with a mounting ring for transmission connection wedge block assembly.

3. The concrete top reinforcement cap for steel bar construction positioning according to claim 2 is characterized in that: The wedge block assembly includes a first wedge block and a second wedge block, the plane of the first wedge block is fixedly connected to the sealing arc plate, a special-shaped connecting plate is fixed to the inclined side of the first wedge block, the inclined side of the second wedge block is provided with a special-shaped groove for sliding connection to the special-shaped connecting plate, and the plane side of the second wedge block is slidably connected to the limiting ring groove set at the bottom of the mounting ring.

4. The concrete top reinforcement cap for steel bar construction positioning according to claim 1 is characterized in that: The number of the guide posts is two groups, and the two groups of guide posts are arranged in parallel along the axial direction of the outer cap.

5. The concrete top reinforcement cap for steel bar construction positioning according to claim 1, characterized in that: The number of the sealing arc plates is four groups.