Steel-UHPC (Ultra High Performance Concrete) combined stock bin partition wall for station gravel

By combining the steel-UHPC composite structure with the monitoring module, the problems of large space occupation, long construction period and low reuse rate of partition walls in the existing technology are solved, realizing a partition wall structure that can be constructed quickly, reused multiple times and monitored in real time, and is suitable for highway construction.

CN223577386UActive Publication Date: 2025-11-21POLY CHANGDA ENGINEERING CO LTD
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Patent Information

Application Number
CN202423115735.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-12-17
Publication Date
2025-11-21
Estimated Expiration
2034-12-17

AI Technical Summary

Technical Problem

In existing technologies, double-layer reinforced concrete partition walls occupy a large space in engineering projects with a wide variety of materials, have a long construction period, and cannot be reused. Corrugated steel plates have low reuse efficiency in silo partition walls and cannot meet the needs of highway construction.

Method used

The steel-UHPC composite structure is adopted, which combines lightweight, high bending and tensile strength and high compressive strength UHPC material to design a rapid construction and detachable partition structure, and combines it with a monitoring module for real-time data acquisition and analysis.

Benefits of technology

It enables rapid construction and repeated use of partition wall structures, saving construction and maintenance costs, improving the utilization rate of silo space, and realizing real-time monitoring of the structure through monitoring modules, thereby reducing economic and time costs.

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Abstract

The utility model discloses a steel-UHPC (Ultra High Performance Concrete) combined stock bin partition wall for station gravel. The partition wall structurally comprises a partition wall foundation, a partition wall seat, partition wall stand columns arranged on the partition wall seat, UHPC partition wall boards inserted and fixed between the stand columns, a monitoring module and a data processing module, wherein the monitoring module and the data processing module are connected with the UHPC partition wall boards. The advantages of a steel structure and a UHPC partition wall structure are combined, the limited space is highly utilized, and the system is suitable for various stock bin type building scenes; the detachable structure can shorten the construction period of stock bin construction and partition wall arrangement, the construction time cost is saved by more than 50%, the reuse rate of a partition wall structure main body is improved, and the economic cost is saved; and on the premise of the partition walls with the same number and size, the stock bin can additionally release the storage space.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the field of building engineering, concretely relates to a steel-UHPC combined material bin partition wall for station broken stone. BACKGROUND

[0002] In the process of highway construction, the station broken stone bin is an indispensable temporary construction, which is used for storing raw construction materials and materials. Among them, the partition wall is the main structure inside the station broken stone bin, which is used to separate different types of materials. Although the construction volume of the partition wall is large and the cost and time are long, there is currently a lack of unified and clear construction standard. Generally, it follows the conventional or empirical method, using a double-layer reinforced concrete partition wall with a thickness of 50cm or a corrugated steel plate, which faces the following technical problems:

[0003] The double-layer reinforced concrete partition wall is only suitable for long-term projects with few types of materials. For projects with many types of materials, the increase in the number of partition walls in the bin will significantly increase the space occupied by the partition walls, severely squeezing the material storage space. Moreover, the construction period of the reinforced concrete partition wall is too long, generally requiring 2-3 months, which is naturally contradictory to the period and construction planning of highway construction. In addition, the reinforced concrete partition wall can only be demolished after use and cannot be reused, resulting in economic losses of up to one million yuan.

[0004] Although the corrugated steel plate can effectively save the internal space of the bin as a partition wall material. However, the corners and connections of the corrugated plate are easily damaged during assembly and disassembly. In addition, factors such as structural deformation of the corrugated plate, damage to the main structure of the steel plate, and mixing of materials, the reuse efficiency of the corrugated plate is very low, which does not match the design intention and production cost.

[0005] For the two technical solutions mentioned above, it is found that the use of a combined structure of steel-UHPC can relatively achieve low space occupancy, high reuse rate, and low economic cost. However, the UHPC product prepared from the existing graded raw materials is mainly used in long-life, high-load, and high-performance scenarios such as pavements and bridge decks, and cannot be applied to the field of bin partition walls. Therefore, a partition wall structure that can be quickly constructed, dismantled, reused, and occupies a small space needs to be developed. INVENTION CONTENTS

[0006] To solve the above problems, the utility model is based on the fine design method of UHPC grading, uses UHPC material suitable for bin partition wall use, which is lightweight, high bending tensile and high compressive, scientifically designs the steel-UHPC combined partition wall structure, and realizes the arrangement of the storage partition in the bin.

[0007] The utility model discloses a kind of steel-UHPC combined material bin partition wall for station broken stone, combined with the advantage of steel structure and UHPC partition wall structure, build the material bin partition wall with intelligent construction background, its structure is stable, adapts the building scene of high utilization rate demand.

[0008] The utility model discloses a kind of steel-UHPC combined material bin partition wall for station broken stone, including partition wall foundation, partition wall seat, partition wall column, UHPC partition wall plate;

[0009] The partition wall foundation is arranged on the ground, as a partition line, the partition wall seat is arranged on the partition wall foundation, and the side of the partition wall seat away from the partition wall foundation is detachably connected with the partition wall column, the partition wall column is an I-shaped steel column, the UHPC partition wall plate is arranged between the grooves of two horizontally adjacent I-shaped steel columns, and a steel I-beam is arranged between the UHPC partition wall plates connected transversely, the UHPC partition wall plates are detachably fixed with the UHPC partition wall plates adjacent longitudinally through the grooves of the steel I-beam.

[0010] Further, the partition wall seat further includes a pre-embedded steel plate, the pre-embedded steel plate is arranged inside the partition wall seat, one end of the partition wall column is provided with a foot plate, and the foot plate is detachably connected with the pre-embedded steel plate.

[0011] Further, one end of the steel I-beam is provided with a foot plate, and the foot plate is detachably connected with the partition wall seat.

[0012] Further, the partition wall further includes a monitoring module and a data processing module, the monitoring module is a sensor, arranged inside the UHPC partition wall plate, and the data processing module is a wireless data transmitter, and the signal output end of the monitoring module is connected with the input end of the data processing module.

[0013] Preferably, the monitoring module is a buried resistance strain gauge, used for monitoring the internal stress of the UHPC partition wall plate, and data monitoring and transmission are performed when the UHPC partition wall plate deforms; the data processing module is a static resistance strain gauge, connected with the resistance strain gauge, used for receiving and processing signals from the monitoring module, and outputting stress information of the UHPC partition wall plate.

[0014] Preferably, the monitoring module can be a wireless monitoring device, which transmits internal stress information of the wall to the data processing module during use of the material bin. When the layout inside the material bin is changed or the material bin needs to be disassembled after use, the power supply in the monitoring module is replaced or the monitoring module is directly replaced.

[0015] Further, the partition wall further comprises a receiving terminal, the receiving terminal is an information management terminal of the outside world, the receiving terminal is in communication connection with the data processing module, receives and processes data and feedback, monitors the stress change in the wall body in real time when the silo partition wall is installed, ensures that the set structure has no risk, and timely feedback when the stress of the UHPC partition wall changes in use, provides data support for subsequent maintenance and reuse; when the monitoring module is a wireless monitoring device, the receiving terminal can also be in communication connection with the monitoring module, and is used for realizing data storage, data analysis feedback and the like.

[0016] Further, the partition wall further comprises a power supply module, the power supply module is connected with the monitoring module and the data processing module, and supplies power to the monitoring module and the data processing module.

[0017] The utility model has the following beneficial effects:

[0018] 1. The construction period of silo construction and partition wall layout can be shortened, and the construction time cost can be saved by more than 50%. The utility model realizes rapid construction of the silo and rapid layout of the partition wall structure by planning and prefabricating, uniformly transporting and mechanically assembling the prefabricated steel-UHPC partition wall main body.

[0019] 2. The reuse rate of the partition wall structure main body is improved, and the economic cost is saved. The utility model realizes the rapid disassembly and assembly of the partition wall product used for the silo partition wall by using the reuse structure performance of steel-UHPC, and compared with the same type of product in the market, the splicing device between the wall bodies is replaced by the mechanical-steel structure contact with lower loss rate, indoor mechanical experiment shows that the reuse number of a single wall body is greater than or equal to 100 times, the deformation amount is less than 0.03% under the lateral extrusion of 20KN / m aggregate / soil, the wall body can be repeatedly used in multiple projects and tenders, the cost-effectiveness is effectively reduced, and the economic cost is greatly reduced.

[0020] 3. Under the premise of the same number and size of partition walls, the silo can release additional storage space. Through the collaborative design of materials-structure, the light and high-strength mixed main structure of steel structure-ultra-high-strength concrete is designed by fully utilizing the research of the steel-UHPC partition wall structure proposed in the utility model, the stability of the bottom base is ensured, and the space occupation area of the wall body bottom is reduced.

[0021] 4. Combining the advantages of steel structure and UHPC partition wall structure, it makes high-efficiency use of limited space and is suitable for various silo-type building scenarios. Based on the technical foundation of the Nantian 5th Section and Zhongshan West Ring Road Project in Guangxi Zhuang Autonomous Region, this new type of slot-type recyclable steel-UHPC composite partition wall structure can significantly shorten the construction period of temporary partition wall projects by 65%, save nearly 60% of the amount of cement-based materials used in partition walls, reduce the cementitious material concentration index by about 44%, and reduce the carbon concentration index by about 49%.

[0022] 5. By embedding resistance strain gauges in the silo partition wall, real-time data acquisition of the partition wall structure can be achieved. The acquired data is processed, transmitted, and analyzed by data processing devices and receiving terminals, which can effectively monitor the partition wall and detect structural damage in a timely manner. The sensors can be coded to accurately locate the specific location of the damage, enabling preventive maintenance and reducing the maintenance cost of the silo wall. Attached Figure Description

[0023] Figure 1 A three-dimensional schematic diagram of the steel-UHPC combined silo partition wall provided for this utility model.

[0024] Figure 2 A schematic diagram of the elevation of the partition wall of the steel-UHPC combined silo provided by this utility model.

[0025] Figure 3 A schematic diagram of the cross-section of the steel-UHPC combined silo partition wall provided by this utility model.

[0026] Figure 4 A schematic diagram of a single steel column for a partition wall provided by this utility model.

[0027] Figure 5 A schematic diagram of the double steel columns for the partition wall provided by this utility model.

[0028] Figure 6 A schematic diagram of the elevation of a single steel column for a partition wall provided by this utility model.

[0029] Figure 7 A modular structural block diagram of the steel-UHPC combined silo partition wall provided by this utility model.

[0030] Figure 8 A schematic diagram of the modular working principle of the steel-UHPC combined silo partition wall provided by this utility model.

[0031] In the diagram: 1-partition wall foundation, 2-partition wall base, 21-embedded steel plate, 211-positioning bolt, 212-anchor bolt, 3-partition wall column, 31-anchor plate, 32-I-shaped steel column, 4-UHPC partition wall panel, 41-slot, 42-I-beam, 5-monitoring module. Detailed Implementation

[0032] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments of the present application, and the purpose of providing these embodiments is to make the disclosed content of the present application more thorough and comprehensive. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative labor fall within the scope of protection of the present application.

[0033] In the description of the present application, the terms "first", "second", "third" and the like are only used for descriptive purposes, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined with "first", "second", "third" and the like can explicitly or implicitly include one or more features. In the description of the present application, unless otherwise specified, the meaning of "a plurality of" is two or more.

[0034] In the description of the present application, it should be noted that, unless otherwise explicitly specified and limited, the terms "mounting", "connecting", "connecting" should be understood in a broad sense, for example, it can be fixedly connected, or it can be detachably connected, or integrally connected; it can be mechanically connected, or it can be electrically connected; it can be directly connected, or it can be indirectly connected through an intermediate medium, or it can be the communication inside two elements. The terms "vertical", "horizontal", "left", "right", "up", "down" and similar expressions used in this paper are only for the purpose of description, and cannot be understood as indicating or implying that the devices or elements referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as limiting the present application. The term "and / or" used in this paper includes any and all combinations of one or more related listed items. For those skilled in the art, the specific meaning of the above terms in the present application can be understood in specific cases.

[0035] In the description of the present application, it should be noted that, unless otherwise defined, all technical and scientific terms used in the present application are the same as those commonly understood by those skilled in the art of the present application. The terms used in the specification of the present application are only for the purpose of describing the specific embodiments, and are not intended to limit the present application. For those skilled in the art, the specific meaning of the above terms in the present application can be understood in specific cases.

[0036] As shown in Figure 1 and Figure 2 As shown in Figure 1 is a three-dimensional schematic view of the steel-UHPC combined silo partition wall in the present application, Figure 2It is the vertical surface schematic view of the steel-UHPC combined material bin partition wall, and the utility model provides a kind of steel-UHPC combined material bin partition wall for station broken stone, including partition wall foundation 1, partition wall seat 2, partition wall stand 3, UHPC partition wall plate 4, monitoring module 5, data processing module;

[0037] Specifically in the embodiment, partition wall foundation 1 is set on the ground, as the partition line between material bin partition wall, partition wall seat 2 is concrete structure, set on the upper surface of partition wall foundation 1, a plurality of embedded steel plate 21 are provided in partition wall seat 2, embedded steel plate 21 is provided with positioning bolt 211 with partition wall seat 2, as shown in Figure 3 Positioning bolt 211 is screwed through embedded steel plate 21 and partition wall seat 2, and the connection stability of embedded steel plate 21 and partition wall seat 2 can be enhanced by setting positioning bolt 211.

[0038] As shown in Figure 3 、 4 , 6, the upper surface of partition wall seat 2 is detachably connected with partition wall stand 3, specifically, partition wall stand 3 includes I-shaped steel column 32, one end of partition wall stand 3 is provided with foot plate 31, foot plate 31 is detachably connected with the upper surface of embedded steel plate 21, embedded steel plate 21 and foot plate 31 are provided with foot bolt 212, foot bolt 212 is screwed through foot plate 31, embedded steel plate 21 and partition wall seat 2, and the connection stability of foot plate can be enhanced by setting foot bolt 212.

[0039] When the material bin partition wall appears right-angle turning, two partition wall stands 3 can be vertically installed, as shown in Figure 5 In the embodiment, specifically, two I-shaped steel columns 32 are vertically placed, the length of foot plate 31 at the bottom is increased, and the connection stability of foot plate 31 is enhanced.

[0040] As shown in Figure 2 、 3 , 6, UHPC partition wall plate 4 is arranged between two horizontally adjacent partition wall stands 3, specifically, UHPC partition wall plate 4 is fixed in the groove of I-shaped steel column 32 of partition wall stand 3, I-shaped steel 42 is arranged between two horizontally adjacent UHPC partition wall plates 4, two UHPC partition wall plates 4 are fixed by the groove of I-shaped steel 42, foot plate 31 is arranged at the bottom of I-shaped steel 42, foot plate 31 is detachably connected with partition wall seat 2, and foot bolt 212 is arranged through them, foot bolt 212 is screwed through foot plate 31 and partition wall seat 2, and the connection stability of foot plate 31 can be enhanced by setting foot bolt 212; a plurality of clamping grooves 41 are arranged on UHPC partition wall plate 4, two UHPC partition wall plates 4 are detachably fixed by clamping grooves 41, and the number of UHPC partition wall plates 4 can be randomly set according to the required height of material bin partition wall.

[0041] The monitoring module 5 is arranged inside the UHPC partition plate 4, the monitoring module 5 is a plurality of embedded resistance strain gauges, which are used to monitor the internal state of the UHPC partition plate 4, specifically whether cracks and deformation and other problems occur; the embedded resistance strain gauges are uniformly arranged in the UHPC partition plate 4, specifically Figure 2 As shown in the figure, the embedded resistance strain gauges are arranged in the UHPC partition plate 4, at least two embedded resistance strain gauges are arranged in one UHPC partition plate 4, two measuring points are arranged in each UHPC partition plate 4 to ensure the accuracy of the monitoring data; when cracks occur in the internal structure of the UHPC partition plate 4, the strain gauge usually monitors the sudden change or abnormal change of the local stress, transmits that cracks have occurred or are developing, and can analyze the characteristics of the resistance change through the change of the stress, so as to judge the position, size and change of the cracks, and whether the silo wall will collapse; the silo partition wall can also be installed for real-time monitoring and real-time feedback of the stress change in the wall.

[0042] As shown in the figure Figure 7 , 8 The data processing module is a static resistance strain gauge, the signal input end of the static resistance strain gauge is connected with the signal output end of the embedded resistance strain gauge, which is used to receive and process the real-time signals from the monitoring module 5, and output the stress information of the UHPC partition plate 4.

[0043] Specifically, the embodiment also includes a receiving terminal, which is an external information management terminal, the receiving terminal is in communication connection with the data processing module, receives data and processes feedback, monitors the stress change in the UHPC partition plate 4 in real time during installation, ensures that the structure to be set does not have risks, and timely feedbacks when the stress changes in use, thereby providing data support for subsequent maintenance and reuse.

[0044] Specifically, the embodiment also includes a power supply module, which is connected with the monitoring module 5 and the data processing module, and supplies power to the monitoring module 5 and the data processing module.

[0045] The working principle of the steel-UHPC combined material bin partition wall is as follows: during construction, the partition wall base 1 is arranged on the ground as a partition line between the material bin partition walls; when pouring the concrete partition wall seat 2, the embedded steel plate 21 is embedded into the concrete partition wall seat 2, the embedded steel plate 21 is provided with a reserved bolt hole according to the size position of the positioning bolt 211, and the embedded steel plate 21 is fixedly connected with the partition wall seat 2 in a threaded penetration mode after the concrete is solidified; the partition wall stand column 3 is provided with a foot plate 31 at the bottom, the foot plate 31 is threadedly connected with the embedded steel plate 21, when the material bin partition wall needs to be vertically arranged at right angles, the two I-shaped steel columns 32 in the partition wall stand column 3 are vertically connected through the foot plate 31, and the size of the foot plate 31 at the bottom of the partition wall stand column 3 is increased to increase stability; the UHPC partition wall plate 4 is inserted into the groove of the I-shaped steel column 32, the transverse UHPC partition wall plates 4 are connected through the I-shaped steel 41 groove, the longitudinal UHPC partition wall plates 4 are connected through the clamping groove 41, the plurality of UHPC partition wall plates 4 are connected in the transverse and longitudinal directions to form a wall surface, and the UHPC partition wall plate 4 forms a top cover at the top end of the I-shaped steel 41; the embedded resistance strain gauge is arranged in each UHPC partition wall plate 4, the stress data of the UHPC partition wall plate 4 are monitored in real time through the embedded resistance strain gauge, the data of the embedded resistance strain gauge are received, processed and fed back through the static resistance strain gauge and the receiving terminal, the UHPC partition wall plate 4 can be effectively monitored in real time, the wall structure damage can be found in time, the information processing result is transmitted to the information management center through the local area network according to the stress change of the UHPC partition wall plate 4, the signal is judged whether it needs to be maintained and repaired, and the result is fed back to the maintenance personnel to maintain and repair the equipment. Figure 8 When the stress of the UHPC partition wall plate changes, the embedded resistance strain gauge transmits the signal to the static electronic strain gauge, the data processing module receives and processes the data, and then transmits the information processing result to the information management center through the local area network, the information management center judges whether the signal needs to be maintained and repaired, and feeds back the result to the maintenance personnel to maintain and repair the equipment.

[0046] The above is only the preferred embodiment of the utility model, and it should be pointed out that, for ordinary counting personnel in the technical field, without departing from the counting principle of the utility model, a number of improvements and replacements can be made, and these improvements and replacements should also be regarded as the protection range of the utility model.

Claims

1. A steel-UHPC composite silo partition wall for crushed stone in a storage yard, characterized in that... It mainly includes partition wall foundation, partition wall base, partition wall column, and UHPC partition wall panel; The partition wall base is set on the ground as a partition line. The partition wall seat is set on the partition wall base. The side of the partition wall seat away from the partition wall base is detachably connected to the partition wall column. The partition wall column is an I-shaped steel column. The UHPC partition wall panel is set between the grooves of two horizontally adjacent I-shaped steel columns. I-beams are set between the horizontally connected UHPC partition wall panels. The horizontally adjacent UHPC partition wall panels are detachably fixed through the grooves of the I-beams. The UHPC partition wall panel is provided with a slot. The vertically adjacent UHPC partition wall panels are detachably fixed through the slot.

2. The steel-UHPC composite silo partition wall according to claim 1, characterized in that, The partition wall base also includes a pre-embedded steel plate, which is set inside the partition wall base. One end of the partition wall column is provided with a foot plate, which is detachably connected to the pre-embedded steel plate.

3. The steel-UHPC composite silo partition wall according to claim 1, characterized in that, One end of the I-beam is provided with a base plate, which is detachably connected to the partition wall base.

4. The steel-UHPC combined silo partition wall according to claim 1, further comprising a monitoring module and a data processing module, wherein the monitoring module is a sensor disposed inside the UHPC partition wall panel, and the data processing module is a wireless data transmitter, wherein the signal output terminal of the monitoring module is connected to the input terminal of the data processing module.

5. The steel-UHPC composite silo partition wall according to claim 4, characterized in that, The monitoring module is an embedded resistance strain gauge used to monitor the internal stress of the UHPC partition wall panel; the data processing module is a static resistance strain gauge connected to the resistance strain gauge, used to receive and process signals from the monitoring module and output the stress information of the UHPC partition wall panel.

6. The steel-UHPC combined silo partition wall according to claim 4 further includes a receiving terminal, which is an external information management terminal, and the receiving terminal is communicatively connected to the data processing module to receive, process, and feed back data.

7. The steel-UHPC combined silo partition wall according to claim 4, further comprising a power supply module, wherein the power supply module is connected to the monitoring module and the data processing module, and supplies power to the monitoring module and the data processing module.