Buried corrugated steel partition wall structure

Abstract

The utility model relates to a buried corrugated steel partition wall structure. Existing corrugated steel plate partition walls are all installed above the ground, under the action of external force, the partition walls are prone to toppling over, low in stability and reliability, complex to install and detach, difficult to meet temporary or rapid building occasions, incapable of being flexibly adjusted and incapable of meeting different construction requirements. The steel corrugated plate structure comprises a steel corrugated plate and a plurality of steel pipe piles, corrugations of the steel corrugated plate are vertical lines, the lower portion of the steel corrugated plate is buried underground, the multiple steel pipe piles are arranged in wave troughs, located underground, of the steel corrugated plate and vertically and downwards extend to the outer side of the steel corrugated plate, and the steel pipe piles are fixed to the steel corrugated plate through fixing assemblies. The device is convenient to install, high in stability and reliability and capable of being flexibly adjusted so as to meet different construction requirements.

Description

TECHNICAL FIELD

[0001] The utility model relates to building structure technical field, concretely relates to a buried corrugated steel partition wall structure. BACKGROUND

[0002] In the prior art, there are various structural forms of partition walls, such as traditional brick-concrete structures, or thin plate support structures, assembled partition wall structures, etc. The brick-concrete structure partition wall has high cost, cannot circulate materials, is inconvenient and not environmentally friendly to demolish in the later period, and is complicated to construct.

[0003] Therefore, corrugated steel plate partition walls are currently mostly used, which are also called corrugated steel plate partition walls. The corrugated steel plate partition wall is a partition system built with corrugated steel plates. The corrugated steel plate is a steel plate with wavy texture, has certain strength and rigidity, and is suitable for the needs of partition, sound insulation and fire prevention of buildings. The corrugated steel plate has the characteristics of beauty, durability and easy cleaning. However, the existing corrugated steel plate partition walls are installed above the ground. Under the action of external force, the partition wall is easy to fall down, has low stability and reliability, is complex to install and disassemble, is difficult to meet the needs of temporary or rapid construction, and cannot be flexibly adjusted to adapt to different construction needs.

[0004] Therefore, there is an urgent need for a corrugated steel partition wall structure that is quick and convenient to install, has stable and reliable structure, and has flexible adaptability. SUMMARY

[0005] The utility model aims to provide a buried corrugated steel partition wall structure to at least solve the problems of complex installation, low stability and reliability, and inability to flexibly adjust of the existing corrugated steel partition wall.

[0006] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme:

[0007] A buried corrugated steel partition wall structure includes a steel corrugated plate and a plurality of steel pipe piles.

[0008] The corrugations of the steel corrugated plate are vertical, and the lower part of the steel corrugated plate is buried below the ground. The steel pipe piles are arranged in the valleys of the steel corrugated plate below the ground, and are vertically extended to the outside of the steel corrugated plate. The steel pipe piles are fixed to the steel corrugated plate by a fixing assembly.

[0009] Further, the steel pipe piles are arranged in the valleys on one side of the steel corrugated plate at intervals.

[0010] Further, the steel pipe piles are arranged in each valley on one side of the steel corrugated plate in close proximity.

[0011] Further, the steel pipe piles are arranged in the valleys on both sides of the steel corrugated plate, and are arranged at intervals on both sides.

[0012] Further, the steel pipe piles are arranged in the wave troughs on both sides of the steel corrugated plate, and are arranged in each wave trough closely on one side and at intervals on the other side.

[0013] Further, the steel pipe piles are arranged in the wave troughs on both sides of the steel corrugated plate, and are arranged in each wave trough closely on one side and at intervals on the other side.

[0014] Further, the steel pipe piles are arranged in the wave troughs on both sides of the steel corrugated plate, and are arranged in each wave trough closely on one side and at intervals on the other side.

[0015] Further, the steel pipe piles are arranged in the wave troughs on both sides of the steel corrugated plate, and are arranged in each wave trough closely on one side and at intervals on the other side.

[0016] Further, the steel pipe piles are arranged in the wave troughs on both sides of the steel corrugated plate, and are arranged in each wave trough closely on one side and at intervals on the other side.

[0017] Further, the steel pipe piles are arranged in the wave troughs on both sides of the steel corrugated plate, and are arranged in each wave trough closely on one side and at intervals on the other side.

[0018] Compared with the prior art, the utility model has the advantages that:

[0019] 1. The utility model provides a buried corrugated steel partition structure, which is composed of a steel corrugated plate, steel pipe piles and row pipe hoops, the arrangement of the steel pipe piles is flexible, the steel pipe piles can be buried at different interval positions according to construction requirements, the arrangement of the steel pipe piles can be adjusted in the front-rear direction and the up-down direction, the interval and position of the steel pipe piles can be adjusted, external loads can be dispersed, the compression resistance and wind resistance of the partition wall are enhanced, the arrangement interval of the steel pipe piles can be adjusted, different geological conditions can be adapted to, the stability of the partition wall is improved, the steel pipe piles arranged in the front-rear direction and the up-down direction can effectively absorb the impact force of seismic waves, and the performance of the partition wall in a vibrating environment is improved.

[0020] 2. The utility model is convenient to quickly assemble and disassemble through modular design, is quick and convenient to install, and is suitable for tunnel and temporary isolation requirements.

[0021] 3. The utility model is stable and reliable in structure, the steel pipe piles are buried below the ground line, the locking effect of the row pipe hoops ensures that the steel pipe piles do not separate, and the stability of the partition wall under external force is ensured.

[0022] 4. The utility model is high in durability, durable in structure, suitable for different terrains and conditions, can resist the influence of various natural environments, and the utility model is suitable for tunnels, construction area isolation, emergency isolation areas and other quick isolation places. DRAWINGS

[0023] In order to more clearly illustrate the technical solutions of the embodiments of the present application or the prior art, the following will briefly introduce the drawings needed to be used in the embodiment or prior art description. Obviously, the drawings in the following description only constitute some embodiments of the present application, and for those skilled in the art, other drawings can also be obtained from these drawings without creative labor.

[0024] Figure 1 is a schematic diagram of a plane structure of embodiment 1;

[0025] Figure 2 is an elevation view of embodiment 1;

[0026] Figure 3 is a top view of embodiment 1;

[0027] Figure 4 is a top view of embodiment 2;

[0028] Figure 5 is a top view of embodiment 3;

[0029] Figure 6 is a top view of embodiment 4;

[0030] Figure 7 is a top view of embodiment 5;

[0031] In the figure, the following are marked:

[0032] 1-steel corrugated plate, 2-steel pipe pile, 3-row pipe hoop, 4-wall top plate, 5-wall side plate, 6-connection side plate. DETAILED DESCRIPTION

[0033] In order to facilitate the understanding of the present application, the present application will be described more fully below with reference to the related drawings. The preferred embodiments of the present application are shown in the drawings. However, the present application can be realized in many different forms and is not limited to the embodiments described herein. On the contrary, the purpose of providing these embodiments is to make the disclosure of the present application more thorough and comprehensive.

[0034] In the description of the present application, it should be understood that the terms "center", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer" and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present application and simplifying the description, and therefore cannot be understood as indicating or implying that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the present application.

[0035] In the description of the utility model, it is to explain, unless another explicit provision and limitation, the term "installation", "link", "connection", "arrangement" should do the broad sense understanding, for example, can be fixedly connected, set up, can also be detachable connection, set up, or integrally connected, set up. For ordinary skilled in the art, the specific meaning of the above-mentioned terms in the utility model can be understood according to specific circumstances.

[0036] Embodiment 1:

[0037] As Figure 1 And Figure 2 The utility model provides a buried corrugated steel partition structure, including steel corrugated sheet 1, still including several steel pipe piles 2.

[0038] Specifically, the corrugation of steel corrugated sheet 1 is vertical, and the lower part of steel corrugated sheet 1 is buried below ground, several steel pipe piles 2 are arranged in the trough of steel corrugated sheet 1 below ground respectively, and all vertically extend to the outside of steel corrugated sheet 1, and steel pipe pile 2 is fixed on steel corrugated sheet 1 through fixing assembly.

[0039] Vertical steel corrugated sheet 1 improves the rigidity and impact resistance of wall, can resist external pressure, and steel pipe pile 2 is used as the main support structure of partition, is buried below ground line, thereby providing solid foundation support, part of partition is buried in foundation together with steel pipe pile 2, so that the whole partition structure is stable and firm.

[0040] In the embodiment, as Figure 3 Indicated, steel pipe pile 2 is equidistantly arranged in the trough on one side of steel corrugated sheet 1, and steel pipe pile 2 is arranged in height alignment, and the top of steel pipe pile 2 is located on ground line, and the arrangement of steel pipe pile 2 has flexibility, and in other embodiments, steel pipe pile 2 can be arranged in different interval positions according to construction demand.

[0041] Preferably, the length of steel pipe pile 2 is 5m.

[0042] The fixing assembly includes several row pipe hoops 3, and the row pipe hoop 3 is vertically covered on the steel pipe pile 2, and the two ends of the row pipe hoop 3 are fixed on the steel corrugated sheet 1 through a plurality of bolts, the steel pipe pile 2 and the steel corrugated sheet 1 are tightly fixed through the row pipe hoop 3, and the steel pipe pile 2 is further fixed by spot welding, to prevent the steel pipe pile 2 from separating from the gap between the row pipe hoop 3 and the steel corrugated sheet 1 under external force, and the row pipe hoop 3 can adapt to the flexible arrangement of the steel pipe pile 2, so as to further improve the overall stability of the wall.

[0043] The top end of the steel corrugated plate 1 is welded with a wall top plate 4 for sealing the top and enhancing the stability of the overall structure. The wall top plate 4 is a cuboid and is arranged parallel to the ground. The width of the wall top plate 4 is consistent with the thickness of the trough of the steel corrugated plate 1. Two wall side plates 5 are arranged at the side ends of the two steel corrugated plates 1 on both sides of the partition wall above the ground, and the middle portions of the plurality of steel corrugated plates 1 in the partition wall are also provided with the wall side plates 5, which are used to provide support for the steel corrugated plate 1 and ensure the integrity of the partition wall structure. The connecting side plates 6 are arranged between adjacent steel corrugated plates 1. The wall side plate 5 is a cuboid and is arranged perpendicular to the wall top plate 4. The wall side plates 5 are arranged in parallel relative to each other, and the width of the wall side plate 5 is consistent with the thickness of the trough of the steel corrugated plate 1.

[0044] The embodiment is suitable for tunnel partition walls, construction area isolation, emergency isolation areas and other rapid isolation places.

[0045] The construction process of the embodiment is as follows:

[0046] 1. Foundation excavation

[0047] According to the designed wall position and burial depth, the foundation excavation operation is carried out. The excavation depth and width should meet the overall burial requirements of the partition wall structure to ensure sufficient support force and make the structure stably installed below the ground line.

[0048] 2. Corrugated steel partition wall preparation

[0049] The steel pipe pile 2 is pre-installed in the trough on one side of the steel corrugated plate 1 by equidistant spacing of the row pipe clamp 3 to form an overall wall module. Before installation, each component should be inspected to ensure that it meets the design specifications and the surface is treated for corrosion resistance to prolong the service life.

[0050] 3. Corrugated steel partition wall installation

[0051] The pre-installed corrugated steel partition wall module is placed in the excavated foundation, and the position and angle are adjusted to meet the design requirements.

[0052] 4. Foundation pouring or backfilling

[0053] After the corrugated steel partition wall module is placed, the foundation is treated according to the geological conditions and design requirements. On soft ground, concrete pouring is used to enhance the overall foundation stability; on hard ground, appropriate backfilling soil is used and rammed to ensure the stability of the wall. After the foundation is poured or backfilled, the tightness of the foundation is checked to ensure the long-term use stability of the corrugated steel partition wall.

[0054] Embodiment 2:

[0055] In the embodiment, as Figure 4As shown, the steel pipe pile 2 is arranged in each valley on one side of the steel corrugated plate 1, further improving the foundation support force, and the steel pipe piles 2 are staggered up and down, the heights of the adjacent steel pipe piles 2 are different, and the heights of the interval steel pipe piles 2 are consistent, so that the stress points are dispersed, further improving the stability of the partition wall.

[0056] In the embodiment, a rubber strip is attached to the side of the aligned pipe hoop 3 in contact with the steel pipe pile 2, increasing the friction between the aligned pipe hoop 3 and the steel pipe pile 2, preventing the steel pipe pile 2 from separating from the gap between the aligned pipe hoop 3 and the steel corrugated plate 1 under external force.

[0057] The remaining structure and principle are consistent with those of embodiment 1.

[0058] Embodiment 3:

[0059] In the embodiment, as shown, Figure 5 the steel pipe pile 2 is arranged in the valley on both sides of the steel corrugated plate 1, and is arranged in each valley on both sides.

[0060] The remaining structure and principle are consistent with those of embodiment 1.

[0061] Embodiment 4:

[0062] In the embodiment, as shown, Figure 6 the steel pipe pile 2 is arranged in the valley on both sides of the steel corrugated plate 1, and is arranged in each valley on both sides.

[0063] The remaining structure and principle are consistent with those of embodiment 1.

[0064] Embodiment 5:

[0065] In the embodiment, as shown, Figure 7 the steel pipe pile 2 is arranged in the valley on both sides of the steel corrugated plate 1, and is arranged in each valley on both sides.

[0066] The remaining structure and principle are consistent with those of embodiment 1.

[0067] The above application of specific examples to the utility model is described, which is only used to help understand the utility model, and does not limit the utility model. For the skilled in the art to which the utility model belongs, according to the idea of the utility model, a number of simple deductions, deformations or substitutions can be made.

Claims

1. A buried corrugated steel diaphragm wall structure comprising steel corrugated plates (1), characterized in that: Also include several steel pipe piles (2); The corrugation of the steel corrugated plate (1) is vertical, and the lower part of the steel corrugated plate (1) is buried below the ground. Several steel pipe piles (2) are arranged in the valleys below the ground of the steel corrugated plate (1) respectively, and are vertically downward to the outside of the steel corrugated plate (1). The steel pipe piles (2) are fixed on the steel corrugated plate (1) by the fixing assembly.

2. The buried corrugated steel partition wall structure according to claim 1, characterized in that: The steel pipe piles (2) are arranged in the valleys on one side of the steel corrugated plate (1) at intervals.

3. The buried corrugated steel partition wall structure according to claim 1, characterized in that: The steel pipe piles (2) are arranged in each valley on one side of the steel corrugated plate (1) closely.

4. The buried corrugated steel partition wall structure according to claim 1, characterized in that: The steel pipe piles (2) are arranged in the valleys on both sides of the steel corrugated plate (1) respectively, and are arranged at intervals on both sides.

5. The buried corrugated steel partition wall structure according to claim 1, characterized in that: The steel pipe piles (2) are arranged in the valleys on both sides of the steel corrugated plate (1) respectively, and are arranged closely in each valley on both sides.

6. The buried corrugated steel partition wall structure according to claim 1, characterized in that: The steel pipe piles (2) are arranged in the valleys on both sides of the steel corrugated plate (1) respectively, and are arranged at intervals on one side and closely in each valley on the other side.

7. The buried corrugated steel partition wall structure according to claim 1, characterized in that: The steel pipe piles (2) are arranged in height alignment, and the top parts are located on the ground line.

8. The buried corrugated steel partition wall structure according to claim 1, characterized in that: The steel pipe piles (2) are arranged in up-down staggered manner, the heights of the adjacent steel pipe piles (2) are different, and the heights of the steel pipe piles (2) arranged at intervals are consistent.

9. The buried corrugated steel partition wall structure according to claim 1, characterized in that: The fixing assembly includes several row pipe hoops (3), the row pipe hoops (3) are vertically covered on the steel pipe piles (2), and the two ends of the row pipe hoops (3) are fixed on the steel corrugated plate (1).

10. The buried corrugated steel partition wall structure according to claim 1, characterized in that: The top end of the steel corrugated plate (1) is provided with a wall body top plate (4), and the side end and the middle part are respectively provided with a wall body side plate (5).

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