Niche type bollard fabricated template for inland ship lock

Abstract

The utility model discloses an inland ship lock niche type bollard fabricated formwork, and relates to the technical field of inland ship lock and avionics hub construction. Comprising an inner embedded formwork and an outer vertical formwork which are fixedly connected. The embedded template comprises a side die, a bottom die and a niche type bollard embedded part which are connected from top to bottom; the side mold comprises a left side mold plate, a front vertical side mold plate and a right side mold plate which are sequentially connected from left to right, the left side mold plate, the front vertical side mold plate and the right side mold plate are all special-shaped mold plates vertically connected with the plate surface of the outer vertical mold plate, and after splicing, the whole side mold is of a trapezoidal table structure with the lower inclined upper surface and the horizontal bottom surface; the bottom die comprises a left bottom die body, a middle bottom die body and a right bottom die body which are sequentially connected from left to right, the bottom die bodies are sequentially connected to the lower portions of the corresponding side die bodies and are perpendicular to the surface of the outer vertical die plate, and the lower portion of the middle bottom die body is connected with a niche type bollard embedded part. The niche structure solves the problems that a niche structure is narrow in internal space and large in construction difficulty, is easy and convenient to erect and dismantle and can be used in a turnover mode, and construction cost is reduced.

Description

A prefabricated template for a niche-type mooring bollard in an inland waterway lock Technical Field

[0001] This utility model relates to the field of construction technology for inland waterway locks and navigation and hydropower hubs, specifically to a prefabricated template for a niche-type mooring bollard in an inland waterway lock. Background Technology

[0002] In recent years, with the rapid development of the economy and society, my country's inland waterway construction and development has achieved remarkable results, mainly based on the Yangtze River, Pearl River, and Huai River systems, leveraging the advantages of large transport capacity, small land occupation, low energy consumption, and low pollution. In the field of inland waterway locks, structures are usually embedded with embedded parts on a large volume of concrete foundation, and the precision requirements are generally high. However, when embedded parts such as mooring bollards are heavy and large in volume, traditional wooden formwork is difficult to construct, has few reuses, and high construction costs. Integral steel formwork has high production costs, low utilization rate, and is difficult to erect and dismantle. Therefore, it is necessary to design modular steel formwork for construction.

[0003] In the construction of inland waterway locks and navigation and hydropower hubs, wooden formwork is usually used for embedding parts. Wooden formwork is easy to set up and dismantle, has wide operability, and can better shape irregular structures. However, it is basically used only once. After the formwork is removed, it cannot be reused. The number of times it can be reused is small, the construction cost is high, and the wooden formwork cannot effectively guarantee the accuracy of the embedded parts and the surface quality of the concrete surface. Problems such as formwork bulging or grout leakage often occur. Summary of the Invention

[0004] The purpose of this utility model is to address the problems in the prior art mentioned above by providing an assembled template for a niche-type mooring bollard in an inland waterway lock.

[0005] To achieve the above objectives, the technical solution adopted by this utility model is as follows: a prefabricated template for a niche-type mooring bollard in an inland waterway lock, characterized in that: the prefabricated template for the niche-type mooring bollard includes an embedded template and an outer template that are fixedly connected; the embedded template includes a side mold, a bottom mold, and a niche-type mooring bollard embedded part connected from top to bottom; the side mold includes a left side template, a front upright side template, and a right side template connected from left to right, all of which are irregularly shaped templates that are perpendicular to the surface of the outer template, and after splicing, the entire side mold is a trapezoidal platform structure with a downward-sloping upper surface and a horizontal bottom surface; the bottom mold includes a left bottom mold, a middle bottom mold, and a right bottom mold connected from left to right, each bottom mold being connected below the corresponding side mold and perpendicular to the surface of the outer template, and the niche-type mooring bollard embedded part is connected below the middle bottom mold.

[0006] The side mold, bottom mold, and outer formwork are all connected by bolts, and the various parts of the side mold and the various parts of the bottom mold are also connected by bolts. The left bottom mold and the right bottom mold are both triangular bottom molds, and the middle bottom mold is a rectangular bottom mold. The niche-type mooring bollard is bolted to the pre-reserved holes on the middle bottom mold.

[0007] The templates are connected by grout-stop strips, which are installed along the entire length of the template surface in the template joints to prevent grout leakage during pouring and vibration, thus ensuring the aesthetic appearance of the finished concrete.

[0008] The grout-stopping strip is an EPDM rubber grout-stopping strip or a double-sided adhesive strip with a thickness of not less than 5 mm.

[0009] The external formwork is a large steel formwork, and its actual height is determined based on the amount of concrete in the silo and the pouring method.

[0010] This utility model, designed to facilitate the removal of steel formwork after concrete pouring, disassembles a set of niche-type mooring post prefabricated formwork into six pieces, which are then bolted together. The niche-type mooring post prefabricated formwork serves as an embedded formwork, connected to the outer formwork using bolts. This prefabricated formwork structure reduces damage to the formed concrete, ensuring the accuracy of the embedded parts in the niche-type mooring posts while lowering formwork fabrication and erection costs. The use of this prefabricated formwork solves the problems of limited internal space and high construction difficulty in niche-type structures. It also addresses the issues of limited reuse and high construction costs associated with wooden formwork due to the embedded parts in the niche-type mooring posts, and the difficulty of erecting and dismantling integral steel formwork. Attached Figure Description

[0011] Figure 1. Three-dimensional structural diagram of this utility model;

[0012] Figure 2. Elevation view of the side mold of this utility model;

[0013] Figure 3. Plan view of the bottom mold of this utility model;

[0014] Figure 4. Cross-sectional view of this utility model;

[0015] In the diagram: 1. Prefabricated template for niche-type bollards; 2. External template; 3. Side template; 3-1. Left template; 3-2. Right template; 3-3. Front upright side template; 4. Bottom template; 4-1. Left bottom template; 4-2. Right bottom template; 4-3. Middle bottom template; 5. Embedded part for niche-type bollards; 6. Grout stop strip. Detailed Implementation

[0016] Example 1

[0017] As shown in Figures 1 and 4, a prefabricated template for a niche-type mooring bollard in an inland waterway lock is provided. The prefabricated template 1 includes an embedded template and an outer template 2 that are fixedly connected. The embedded template includes a side mold 3, a bottom mold 4, and a niche-type mooring bollard embedded part 5 connected from top to bottom. As shown in Figures 2 and 4, the side mold 3 includes a left side template 3-1, a front upright side template 3-3, and a right side template 3-2 connected from left to right. All three are irregularly shaped templates that are perpendicular to the surface of the outer template 2. After splicing, the entire side mold 3 is a trapezoidal platform structure with a downward-sloping upper surface and a horizontal bottom surface. As shown in Figures 2 and 3, the bottom mold 4 includes a left bottom mold 4-1, a middle bottom mold 4-3, and a right bottom mold 4-2 connected from left to right. Each bottom mold is connected below the corresponding side mold and is perpendicular to the surface of the outer template 2. The niche-type mooring bollard embedded part 5 is connected below the middle bottom mold 4-3.

[0018] The side mold 3, bottom mold 4 and outer upright template 2 are all connected by bolts. The parts of the side mold 3 and the parts of the bottom mold 4 are also connected by bolts. The left bottom mold 4-1 and right bottom mold 4-2 are triangular bottom molds, and the middle bottom mold 4-3 is a rectangular bottom mold. The niche-type mooring bollard 5 is bolted to the pre-reserved hole on the middle bottom mold 4-3.

[0019] The templates are connected by grout-stopping strips 6, which are installed along the entire length of the template surface in the template joints to prevent grout leakage during pouring and vibration, thus ensuring the aesthetic appearance of the finished concrete.

[0020] The grout-stopping strip 6 is an EPDM rubber grout-stopping strip or a double-sided adhesive strip with a thickness of not less than 5 mm.

[0021] The external formwork 2 is a large steel formwork, and its actual height is determined based on the amount of concrete in the silo and the pouring method.

[0022] Example 2

[0023] The construction method of the prefabricated formwork for the niche-type mooring bollard of an inland waterway lock as described in Example 1 includes the following steps:

[0024] Step 1: Assemble the embedded template: Assemble the various parts of the embedded template according to the assembly relationship described in Example 1.

[0025] Step 2, Installation of embedded parts: The bottom formwork 4 and the niche-type mooring bollard embedded part 5 are connected by bolts.

[0026] Step 3, Erection of external formwork: Erect external formwork 2 according to the position of the niche-type mooring bollard embedded part 5 and the actual pouring height. Set grout-stop strip 6 at the joint between external formwork 2 and the lower concrete surface.

[0027] Step 4: Connecting with the external formwork: Hoist the embedded formwork assembled in Step 1 and Step 2 into the silo and bolt it to the external formwork 2. All formworks and all components of the formwork are connected with grout-stopping strips 6. The grout-stopping strips 6 are set along the entire length of the formwork panel and in the formwork joints.

[0028] Step 5, Template Removal: Removal should be carried out in accordance with the principle of "removing the last support first and the last support first".

Claims

1. A prefabricated template for a niche-type mooring bollard in an inland waterway lock, characterized in that: The niche-type bollard assembly template (1) includes an embedded template and an outer upright template (2) that are fixedly connected. The embedded template includes a side template (3), a bottom template (4), and a niche-type bollard embedded part (5) connected from top to bottom. The side template (3) includes a left side template (3-1), a front upright side template (3-3), and a right side template (3-2) connected from left to right. All three are irregular templates that are perpendicular to the surface of the outer upright template (2). After splicing, the entire side template (3) is a trapezoidal platform structure with a downward-sloping upper surface and a horizontal bottom surface. The bottom template (4) includes a left bottom template (4-1), a middle bottom template (4-3), and a right bottom template (4-2) connected from left to right. Each bottom template is connected below the corresponding side template and is perpendicular to the surface of the outer upright template (2). The niche-type bollard embedded part (5) is connected below the middle bottom template (4-3).

2. The prefabricated template for a niche-type mooring bollard in an inland waterway lock according to claim 1, characterized in that: The side mold (3), bottom mold (4) and outer template (2) are all bolted together. The parts of the side mold (3) and the parts of the bottom mold (4) are also bolted together. The left bottom mold (4-1) and right bottom mold (4-2) are triangular bottom molds, and the middle bottom mold (4-3) is a rectangular bottom mold. The niche-type mooring bollard embedded part (5) is bolted to the pre-reserved hole on the middle bottom mold (4-3).

3. The prefabricated template for a niche-type mooring bollard in an inland waterway lock according to claim 1, characterized in that: The templates are connected by a grout-stop strip (6), which is installed along the entire length of the template panel in the template joint.

4. The prefabricated template for a niche-type mooring bollard in an inland waterway lock according to claim 3, characterized in that: The grout stop strip (6) is a EPDM rubber grout stop strip or a double-sided adhesive strip with a thickness of not less than 5 mm.

5. A prefabricated template for an inland waterway lock niche-type mooring bollard according to any one of claims 1 to 4, characterized in that: The external formwork (2) is a large steel formwork, and its actual height is determined according to the amount of concrete in the silo and the pouring method.

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