CN216197014U - Prestressing force lock anchor storage device - Google Patents

Prestressing force lock anchor storage device Download PDF

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Publication number
CN216197014U
CN216197014U CN202122660580.5U CN202122660580U CN216197014U CN 216197014 U CN216197014 U CN 216197014U CN 202122660580 U CN202122660580 U CN 202122660580U CN 216197014 U CN216197014 U CN 216197014U
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China
Prior art keywords
storage
prestress
cylinder body
steel plate
bottom plate
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Active
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CN202122660580.5U
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Chinese (zh)
Inventor
张涛
李晶晶
江龙
郭志博
王香云
秦志伟
张伟
李箴
张继锋
李少康
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Huadian Zhengzhou Machinery Design and Research Institute Co Ltd
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Huadian Zhengzhou Machinery Design and Research Institute Co Ltd
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Abstract

Compared with the prior art, the prestress anchor-locking storage device comprises a storage steel plate, wherein the storage steel plate is enclosed into a storage cylinder body, the top of the storage cylinder body is connected with a roof, the roof is connected with a conveying component in a penetrating manner, the bottom of the storage cylinder body is connected with a storage bottom plate, the storage bottom plate is provided with a discharge hole, the bottom of the storage bottom plate is connected with a discharge device corresponding to the discharge hole, prestress wires which resist horizontal pressure and vertical friction force of storage material together are arranged along the vertical interval of the storage cylinder body, the head end of the prestress wires and the tail end of the prestress wires are connected by an anchor, the storage steel plate cylinder body has initial pressure by applying prestress on the steel wires, the prestress force of the storage steel plate cylinder body is converted into tensile force along with the gradual increase of the circumferential pressure of the material, and then transmitted to the prestress wires, the advantage of high tensile strength of the prestress wires is fully utilized, and the thickness of the storage steel plate cylinder body is reduced, the construction cost is reduced.

Description

Prestressing force lock anchor storage device
Technical Field
The utility model belongs to the technical field of storage devices, and particularly relates to a prestressed locking and anchoring storage device.
Background
The industrial production is rough in the initial stage, the emission of industrial dust particles and atmosphere seriously pollutes nearby villages, traffic roads, surrounding enterprises, farmlands and forest lands, harms the environment on which human beings rely for survival and causes intense dissatisfaction of surrounding residents. In recent years, due to higher and higher environmental protection requirements, the problems of unorganized emission, dust throwing and the like in a production site are more and more strictly supervised, a storage operation area becomes a dust prevention and control key area, and governments at all levels mandate factories to close and manage the areas which are easy to generate the dust.
The mature closed storage structure applied in China is a reinforced concrete silo, the structure is high in manufacturing cost and long in construction period, and an efficient and economic storage structure form is urgently found.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problems that a reinforced concrete silo is high in construction cost and long in construction period, and provides a prestressed lock anchor storage device for solving the problems.
The object of the utility model is achieved in the following way: the utility model provides a prestressing force lock anchor storage device, includes the storage steel sheet, the storage steel sheet encloses into storage barrel, and the room lid is connected at storage barrel top, and room lid through connection carries the component, and storage bottom plate is connected to storage barrel bottom, sets up the discharge opening on the storage bottom plate, and storage bottom plate bottom corresponds the discharge opening position and connects discharge apparatus, along the vertical interval setting of storage barrel resist the prestressing force wire of storage level to pressure and the vertical frictional force of storage jointly, and prestressing force wire head end and prestressing force wire tail end are connected by the lock anchor.
Vertical stiffening rib that evenly sets up in the vertical storage barrel internal surface.
The outer surface of the storage barrel is transversely and uniformly provided with transverse stiffening ribs.
Compared with the prior art, the utility model has the advantages that the prestress is applied to the steel wire, so that the storage steel plate cylinder has the initial pressure, the prestress of the storage steel plate cylinder is changed into the tensile force along with the gradual increase of the circumferential pressure of the material, and then the tensile force is transmitted to the prestress steel wire, the advantage of high tensile strength of the prestress steel wire is fully utilized, the thickness of the storage steel plate cylinder is reduced, the construction cost is reduced, compared with the traditional reinforced concrete silo, the reinforced concrete silo has the characteristics of short construction period, good economy and the like, and the problems of high construction cost and long construction period of the reinforced concrete silo are solved.
Drawings
Fig. 1 is a schematic view of a prestressed lock anchor storing device.
Fig. 2 is an enlarged view of a portion a of fig. 1 of a prestressed lock anchor stocker.
Fig. 3 is a side view of a portion of a pre-stressed lock anchor magazine.
Wherein, 1 storage steel sheet, 2 room lids, 3 storage bottom plates, 4 discharge openings, 5 transport component, 6 prestressing steel wire, 7 vertical stiffening rib, 8 horizontal stiffening rib, 9 lock anchors.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
The prestress locking and storing device shown in the attached drawings 1 to 3 comprises a storing steel plate 1, wherein the size of a prestress steel beam is calculated by adopting a space finite element, the prestress applied in a hollow state enables a storing barrel to just meet the requirements of self bearing capacity and local stability, the storing steel plate 1 is enclosed into the storing barrel, the top of the storing barrel is connected with a roof 2, the roof 2 adopts a steel structure, the storing barrel has initial pressure by applying the prestress to the steel beam, the roof 2 penetrates through and is connected with a conveying member 5, the bottom of the storing barrel is connected with a storing bottom plate 3, the storing bottom plate 3 is provided with a discharging hole 4, the bottom of the storing bottom plate 3 is connected with a discharging device corresponding to the discharging hole 4, prestress steel wires 6 for resisting horizontal pressure and vertical friction force of storing materials together are arranged along the vertical interval of the storing barrel, the interval refers to an arrangement interval calculated by adopting the space finite element, the advantage of make full use of prestressed wire 6 high tensile strength reduces the thickness of storage steel sheet 1, has reduced engineering cost, compares traditional reinforced concrete silo, has that construction cycle is short, characteristics such as economic nature are good, and 6 head ends of prestressed wire and 6 tail ends are connected by lock anchor 9, and lock anchor 9 can adopt the clamping piece anchor or extrude the anchor, prestressing force lock anchor storage device can connect the detection device of real-time supervision storage barrel steel sheet and 6 stress and deformation condition of prestressed wire.
Vertical even vertical stiffening rib 7 that sets up of storage barrel internal surface, the horizontal stiffening rib 8 that evenly sets up of storage barrel surface tightly controls storage barrel steel sheet quality, connects into an overall structure between the steel sheet, then the storage barrel internal surface sets up vertical stiffening rib 7, then sets up horizontal stiffening rib 8 at the storage barrel surface again, guarantees steel sheet local stability, wears prestressed wire 6 in horizontal stiffening rib 8.
According to the utility model, the vertical stiffening ribs 7 are uniformly and vertically arranged on the inner surface of the material storage barrel, and the transverse stiffening ribs 8 are uniformly and transversely arranged on the outer surface of the material storage barrel, so that the local stability of the steel plate is ensured.
The working process of the utility model is as follows: firstly, foundation construction is carried out, after the foundation is completed, the steel plates 1 of the storage barrel are connected in a layered mode along the height direction of the barrel to form the storage barrel, the vertical stiffening ribs 7 and the transverse stiffening ribs 8 are connected, the roof 2 structure is installed, the prestressed steel wires 6 are stretched, and the function of the device can be achieved.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, various changes and modifications can be made without departing from the overall concept of the present invention, and these should also be considered as the protection scope of the present invention.

Claims (3)

1. The utility model provides a prestressing force lock anchor storage device, including storage steel sheet (1), storage steel sheet (1) encloses into the storage barrel, room lid (2) is connected at storage barrel top, room lid (2) through connection transport element (5), storage bottom plate (3) are connected to storage barrel bottom, set up discharge opening (4) on storage bottom plate (3), discharge apparatus is connected to corresponding discharge opening (4) position in storage bottom plate (3) bottom, a serial communication port, set up prestressing wire (6) of resisting storage level to pressure and the vertical frictional force of storage jointly along the vertical interval of storage barrel, prestressing wire (6) head end and prestressing wire (6) tail end are connected by lock anchor (9).
2. The prestressed lock anchor storage device according to claim 1, wherein vertical stiffening ribs (7) are uniformly arranged on the inner surface of the storage barrel in the vertical direction.
3. The prestressed lock-anchor storage device according to claim 2, wherein the outer surface of the storage barrel is transversely and uniformly provided with transverse stiffening ribs (8).
CN202122660580.5U 2021-11-02 2021-11-02 Prestressing force lock anchor storage device Active CN216197014U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122660580.5U CN216197014U (en) 2021-11-02 2021-11-02 Prestressing force lock anchor storage device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122660580.5U CN216197014U (en) 2021-11-02 2021-11-02 Prestressing force lock anchor storage device

Publications (1)

Publication Number Publication Date
CN216197014U true CN216197014U (en) 2022-04-05

Family

ID=80899366

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122660580.5U Active CN216197014U (en) 2021-11-02 2021-11-02 Prestressing force lock anchor storage device

Country Status (1)

Country Link
CN (1) CN216197014U (en)

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