CN219431507U - Steel structure iron tower base - Google Patents

Steel structure iron tower base Download PDF

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Publication number
CN219431507U
CN219431507U CN202320547771.7U CN202320547771U CN219431507U CN 219431507 U CN219431507 U CN 219431507U CN 202320547771 U CN202320547771 U CN 202320547771U CN 219431507 U CN219431507 U CN 219431507U
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China
Prior art keywords
fixedly connected
tower base
stiffener
steel structure
iron tower
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CN202320547771.7U
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Chinese (zh)
Inventor
于胜勇
赵保伟
宋效刚
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Handan Zhongye Steel Structure Co ltd
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Handan Zhongye Steel Structure Co ltd
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Priority to CN202320547771.7U priority Critical patent/CN219431507U/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/72Wind turbines with rotation axis in wind direction

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  • Devices And Processes Conducted In The Presence Of Fluids And Solid Particles (AREA)
  • Physical Or Chemical Processes And Apparatus (AREA)

Abstract

The utility model relates to a steel structure iron tower base, in particular to the technical field of iron tower bases, which comprises an iron tower base, wherein a reinforcing mechanism is arranged at the front end of the iron tower base and comprises a clamping plate, a baffle plate, an inserting plate, a pouring opening, a shunt pipe, a discharging pipe, a supporting plate, an upright post, an outer frame, a diamond mesh, a supporting column and a tray.

Description

Steel structure iron tower base
Technical Field
The utility model relates to the technical field of iron tower bases.
Background
Base means the underlying natural or artificial foundation or support, base materials are commonly used: sandstone materials, cements, etc., wherein the base supporting the pylon is generally forged from reinforced steel structure materials.
Through searching, (publication number: CN 208294216U) discloses a base for steel structure iron tower, including pouring base, dwang and barrier, the lower surface mounting who pours the base has the second concrete layer, and the lower surface mounting of second concrete layer has first concrete layer, and the lower surface mounting of first concrete layer has the erection column, the last surface mounting who pours the base has reserved installation piece, the lower surface mounting of barrier has the connecting pipe, and the connecting pipe passes through the connecting rod to be rotated and installs on reserving the installation piece, and installs the montant on the barrier, installs the stopper on the montant, the dwang is installed on the same one side with the stopper on the montant, and rotates on the dwang and install the axis of rotation, and the bracing piece is installed to the one end that the axis of rotation deviates from the dwang, and the bracing piece passes through spacing bolt to be installed on the stopper. According to the base for the steel structure iron tower, the isolation fence is conveniently and rapidly installed on the pouring base, so that the construction procedures are reduced, and the working efficiency is improved. The inventor finds that the prior art has the following problems in the process of realizing the utility model;
the prior steel structure iron tower base is generally formed by digging a deeper pit on the ground surface to be filled with cement, then penetrating the base through a plurality of reinforcing screws to be nailed on the cement ground, but after long-time use, corrosion and fracture of the reinforcing screws can be caused, the joint of the base and the ground is loosened, iron tower collapse can be caused, and the reinforcing screws are possibly worn out due to sand caused by abrasion at the joint of the cement ground, so that a reinforcing mechanism capable of connecting the base and the ground more tightly and firmly is needed.
Disclosure of Invention
The utility model aims to increase the connection between the steel structure iron tower base and the ground, increase the stability between the iron tower base and the ground and strengthen the iron tower base.
The technical scheme for achieving the aim of the utility model is to provide a steel structure iron tower base
Above-mentioned technical scheme iron tower base, reinforcing mechanism is installed to iron tower base's front end, reinforcing mechanism includes cardboard, baffle, picture peg, filling opening, shunt tubes, discharging pipe, backup pad, stand, frame, buddha's warrior attendant net, support column and tray, the bottom fixedly connected with picture peg of cardboard, the bottom front end fixedly connected with baffle of cardboard, the filling opening has been seted up at the top of cardboard, the bottom fixedly connected with shunt tubes of filling opening, there is one side bottom fixedly connected with discharging pipe of shunt tubes, the bottom rear end fixedly connected with backup pad of cardboard, one side front end top surface fixedly connected with stand of backup pad, one side top middle-end outer wall fixedly connected with frame of backup pad, the inside fixedly connected with buddha's warrior attendant net of frame, one side of stand is provided with the support column, the top fixedly connected with tray of support column.
Preferably, the support column is fixedly connected with the support plate, the tray is fixedly connected with the bottom of the iron tower base, and four support plates are arranged.
Preferably, the top of the discharging pipe is fixedly connected with the bottom of the iron tower base, and four discharging pipes are arranged.
Preferably, the shunt tubes are located in the clamping plate, the clamping plate and the surface of the plugboard are provided with discharge holes penetrating through the discharge tubes, and the discharge tubes are provided with four discharge tubes.
Preferably, the top of the outer frame is fixedly connected with the outer wall of the bottom of the iron tower base, and the outer frame and the diamond mesh are both provided with two groups.
Preferably, the outer wall of the top of the front end of the iron tower base is movably connected with a limit screw in a penetrating manner, the limit screw and the reinforcing mechanism are movably connected in a penetrating manner, two groups of limit screws are arranged, and each group of limit screws is three.
Preferably, the top surface fixedly connected with loop post of iron tower base, one side surface fixedly connected with of loop post consolidates the cassette, the inside activity block of consolidateing the cassette is connected with first stiffener, one side activity through connection of consolidateing the cassette has the reinforcing screw, and consolidates and be movable through connection between screw and the first stiffener together.
Preferably, a sleeve is movably connected to one side of the bottom of the first reinforcing rod in a penetrating manner, a first limiting reinforcing rod is movably connected to one side of the top of the sleeve in a penetrating manner, and the first limiting reinforcing rod and the first reinforcing rod are movably connected in a penetrating manner.
Preferably, the bottom fixedly connected with reinforcing spring of first spacing stiffener, the bottom fixedly connected with hydraulic ram of first stiffener.
Preferably, the bottom fixedly connected with second stiffener of hydraulic ram, and the inside of second stiffener is the same through connection has first spacing stiffener, the bottom swing joint of second stiffener has the enhancement stabilizer blade.
After the technical scheme is adopted, the utility model has the following positive effects:
(1) Through strengthening mechanism, can be to the steel construction iron tower base that later stage needs to install with earth connection on ground more closely, increase the holding power of base opposite face, wherein the user digs at first in the ground and puts a hole, then place cardboard, baffle and picture peg in the soil hole, the soil hole that will insert the part is buried and reset, then the user installs stand, the backup pad, frame buddha's warrior attendant net and support column tray, then the user covers the base at the stand frame, the surface of stand and tray is fixed, then the iron tower base carries out the block with the cardboard, and carry out spacing fixation through the spacing screw, then the user pours into cement to the inside of backup pad, then make cement and buddhist net carry out abundant fusing, then increase a resistance to the iron tower base through the buddhist net, then the user begins pouring cement to the pouring orifice, then cement flows into the shunt tubes through the pouring orifice, then reach the shunt tubes through the shunt tubes, then discharge tube opening discharge through, and the clearance in the earth is gone into like the root tuber, then pass through the buddhist rhizome cement net pair and can provide a further resistance to the picture peg board, thereby stability is still can be improved to the picture peg board through the inside of the backup pad
(2) The user can be through strengthening cassette, reinforcing screw, first stiffener, first spacing stiffener, reinforcing spring, hydraulic ram, the sleeve, the inertia between second stiffener and the reinforcing stabilizer blade is tied, can be at the later stage installation and the inside iron tower of loop column carries out auxiliary stay, wherein the user passes through reinforcing screw with first stiffener and installs in the inside of strengthening the cassette, then the user runs through sleeve and first stiffener through first spacing stiffener and carries out spacingly to first stiffener, and in first stiffener run through department leave partial space and the reinforcing spring that is connected with first spacing stiffener at the internally mounted in space, and buffer and support the first stiffener of atress slope through the hydraulic ram of installing in first stiffener bottom and internal spring, then carry out auxiliary stay to first stiffener and loop column through second stiffener and the reinforcing stabilizer blade of hydraulic ram bottom.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic view of the reinforcement mechanism of the present utility model;
fig. 3 is a schematic view of a shunt tube attachment configuration of the present utility model;
FIG. 4 is a schematic view of a tray connection structure according to the present utility model;
fig. 5 is a schematic view of a hydraulic ram connection structure according to the present utility model.
The reference numerals are: 1. iron tower base; 2. a reinforcement mechanism; 201. a clamping plate; 202. a baffle; 203. inserting plate; 204. a filling port; 205. a shunt; 206. a discharge pipe; 207. a support plate; 208. a column; 209. an outer frame; 210. a diamond mesh; 211. a support column; 212. a tray; 3. a limit screw; 4. a sleeve column; 5. reinforcing the clamping seat; 6. reinforcing the screw; 7. a first reinforcing rod; 8. a first limit reinforcing rod; 9. a reinforcing spring; 10. a hydraulic ram; 11. a sleeve; 12. a second reinforcing rod; 13. reinforcing the legs.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model. The components of the embodiments of the present utility model generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
As shown in fig. 1-4, the utility model has a pylon base 1; reinforcing mechanism 2 is installed to iron tower base 1's front end, reinforcing mechanism 2 includes cardboard 201, baffle 202, picture peg 203, the filling port 204, shunt tubes 205, the discharging pipe 206, backup pad 207, stand 208, frame 209, buddha's warrior attendant net 210, support column 211 and tray 212, cardboard 201's bottom fixedly connected with picture peg 203, cardboard 201's bottom front end fixedly connected with baffle 202, filling port 204 has been seted up at cardboard 201's top, the fixed through-connection in bottom of filling port 204 has shunt tubes 205, shunt tubes 205's one side bottom fixed through-connection has discharging pipe 206, cardboard 201's bottom rear end fixedly connected with backup pad 207, one side front end top surface fixedly connected with stand 208 of backup pad 207, one side top middle-end outer wall fixedly connected with frame 209 of backup pad 207, the inside fixedly connected with buddha's warrior net 210 of frame 209, one side of stand 208 is provided with support column 211, be fixedly connected with tray 212 between support column 211 and the bottom of iron tower base 1, and backup pad 207 are fixedly connected with four, be the shunt tubes 206 between top of discharging pipe 206 and base 1 and the bottom of backup pad 205, be provided with four, the top of stand 206 and stand 206 is provided with four, and the top of stand 206 is provided with the surface of the top of stand 206 and has two outer frame 209, and is connected with the top of the stand 201.
Wherein: the user inserts cardboard 201, baffle 202 and picture peg 203 in the earth of ground at the installation place, then the user installs tray 212, stand 208 and frame 209 with the bottom of iron tower base 1, then install iron tower base 1 and cardboard 201 through stop screw 3, then the user pours into cement to the intermediate position of iron tower base 1 and backup pad 207, until the cement fills the intermediate position of iron tower base 1 and backup pad 207, and fully wraps up buddhist's net 210 and support column 211 with cement, then the user pours into cement through pouring orifice 204, then the cement of pouring is shunted through shunt tube 205 and is flowed into the inside of discharging tube 206, then discharge through the hole of seting up, then the inside of the space of immersing in surrounding earth takes the grass form after the cement discharge, after the installation of post strengthening mechanism 2, the user pours into cement to the intermediate of base of iron tower 1 and backup pad 207, then infuses into buddhist's net 210 through the cement-encased support column 211, increase a share pulling force to the iron tower 1 that the top is connected, still can increase stability through stand 208 to support tower 1.
As shown in fig. 1 and 5, the utility model further comprises a limit screw 3 movably connected with the outer wall of the top of the front end of the iron tower base 1 in a penetrating manner, wherein the limit screw 3 and the reinforcing mechanism 2 are movably connected with each other, two groups of limit screws 3 are arranged, each group is three, the top surface of the iron tower base 1 is fixedly connected with a sleeve column 4, one side surface of the sleeve column 4 is fixedly connected with a reinforcing clamping seat 5, the inside of the reinforcing clamping seat 5 is movably clamped and connected with a first reinforcing rod 7, one side of the reinforcing clamping seat 5 is movably connected with a reinforcing screw 6 in a penetrating manner, and the reinforcing screw 6 and the first reinforcing rod 7 are movably connected with each other in a penetrating manner.
Wherein: using this sum, the clip 201 can be secured in a limited position by the limit screw 3 penetrating the clip 201.
Referring to fig. 1 and 5, the utility model has a sleeve 11 movably connected to one side of the bottom of a first reinforcing rod 7, a first limit reinforcing rod 8 movably connected to one side of the top of the sleeve 11, a reinforcing spring 9 fixedly connected to the bottom of the first limit reinforcing rod 8, a hydraulic ram 10 fixedly connected to the bottom of the first reinforcing rod 7, a second reinforcing rod 12 fixedly connected to the bottom of the hydraulic ram 10, a first limit reinforcing rod 8 connected to the inside of the second reinforcing rod 12, and reinforcing legs 13 movably connected to the bottom of the second reinforcing rod 12.
Wherein: the force of the first reinforcing rod 7 when being impacted downwards can be buffered by the hydraulic ram 10, and the lowered first reinforcing rod 7 can be slowly reset by the reinforcing spring 9 and the hydraulic ram 10.
The working principle of the utility model is as follows:
when a user works later, the device is firstly placed on the horizontal ground where the iron tower needs to be installed, then the user inserts the clamping plate 201, the baffle 202 and the inserting plate 203 into soil on the ground where the user needs to be installed, then the user installs the tray 212, the upright post 208 and the outer frame 209 on the bottom of the iron tower base 1, then installs the iron tower base 1 and the clamping plate 201 through the limit screw 3, then the user injects cement into the middle of the iron tower base 1 and the supporting plate 207 until the cement fills the middle of the iron tower base 1 and the supporting plate 207, fully wraps the diamond mesh 210 and the supporting column 211 with the cement, then the user fills cement through the filling opening 204, then the poured cement flows into the inside of the discharging pipe 206 through the shunt pipe 205, then is discharged through the opened hole, then the inside of a gap immersed in the surrounding soil after the cement is in a vegetation form, then when the iron tower installed inside the sleeve 4 shakes, the first reinforcing rod 7 is stressed, then the stressed first reinforcing rod 7 impacts downwards, then reaches the hydraulic jack 10, then the hydraulic jack 10 is contracted, the hydraulic jack 10 is carried out, and the hydraulic jack is reinforced by the hydraulic jack is a second hydraulic jack structure, and the hydraulic jack is 13 is transferred to the hydraulic jack 13, and the hydraulic jack is reinforced by the hydraulic jack is 13.
While the foregoing is directed to embodiments of the present utility model, other and further details of the utility model may be had by the present utility model, it should be understood that the foregoing description is merely illustrative of the present utility model and that no limitations are intended to the scope of the utility model, except insofar as modifications, equivalents, improvements or modifications are within the spirit and principles of the utility model.

Claims (10)

1. A steel structure pylon base has a pylon base (1); the method is characterized in that: the front end of the iron tower base (1) is provided with a reinforcing mechanism (2), and the reinforcing mechanism (2) comprises a clamping plate (201), a baffle plate (202), an inserting plate (203), a pouring port (204), a shunt pipe (205), a discharging pipe (206), a supporting plate (207), an upright post (208), an outer frame (209), a diamond mesh (210), a supporting column (211) and a tray (212);
bottom fixedly connected with picture peg (203) of cardboard (201), bottom front end fixedly connected with baffle (202) of cardboard (201), perfusion opening (204) have been seted up at the top of cardboard (201), the bottom fixedly through-connection of perfusion opening (204) has shunt tubes (205), there is one side bottom fixedly through-connection of shunt tubes (205) has discharging pipe (206), the bottom rear end fixedly connected with backup pad (207) of cardboard (201), one side front end top fixed surface of backup pad (207) is connected with stand (208), one side top middle-end outer wall fixedly connected with frame (209) of backup pad (207), the inside fixedly connected with buddha's warrior attendant net (210) of frame (209), one side of stand (208) is provided with support column (211), the top fixedly connected with tray (212) of support column (211).
2. A steel structure tower base according to claim 1, wherein: the support columns (211) are fixedly connected with the support plates (207), the tray (212) is fixedly connected with the bottom of the iron tower base (1), and the support plates (207) are provided with four support plates.
3. A steel structure tower base according to claim 2, wherein: the top of the discharging pipe (206) is fixedly connected with the bottom of the iron tower base (1), and the discharging pipes (206) are provided with four.
4. A steel structure tower base according to claim 1, wherein: the shunt tubes (205) are located in the clamping plate (201), discharge holes penetrating through the discharge tubes (206) are formed in the surfaces of the clamping plate (201) and the inserting plate (203), and four discharge tubes (206) are arranged.
5. A steel structure tower foundation according to claim 3, wherein: the top of the outer frame (209) is fixedly connected with the outer wall of the bottom of the iron tower base (1), and the outer frame (209) and the diamond wire (210) are both provided with two groups.
6. A steel structure tower base according to claim 5, wherein: the outer wall of the top of the front end of the iron tower base (1) is movably connected with a limiting screw (3) in a penetrating manner, the limiting screw (3) and the reinforcing mechanism (2) are movably connected in a penetrating manner, the limiting screw (3) is provided with two groups, and each group is three.
7. A steel structure tower base according to claim 6, wherein: the iron tower base (1) top surface fixedly connected with loop column (4), one side surface fixedly connected with of loop column (4) consolidates cassette (5), the inside activity block of consolidate cassette (5) is connected with first stiffener (7), one side activity through connection of consolidate cassette (5) has consolidate screw (6), and consolidate and be movable through connection between screw (6) and the first stiffener (7) together.
8. A steel structure tower base according to claim 7, wherein: the bottom one side activity of first stiffener (7) is run through and is connected with sleeve (11), the top one side activity of sleeve (11) is run through and is connected with first spacing stiffener (8), and is movable run through and is connected between first spacing stiffener (8) and first stiffener (7) together.
9. A steel structure tower base according to claim 8, wherein: the bottom fixedly connected with reinforcing spring (9) of first spacing stiffener (8), the bottom fixedly connected with hydraulic ram (10) of first stiffener (7).
10. A steel structure tower base according to claim 9, wherein: the bottom fixedly connected with second stiffener (12) of hydraulic ram (10), and the inside of second stiffener (12) is also through-connection has first spacing stiffener (8), the bottom swing joint of second stiffener (12) has strengthening stabilizer blade (13).
CN202320547771.7U 2023-03-20 2023-03-20 Steel structure iron tower base Active CN219431507U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320547771.7U CN219431507U (en) 2023-03-20 2023-03-20 Steel structure iron tower base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320547771.7U CN219431507U (en) 2023-03-20 2023-03-20 Steel structure iron tower base

Publications (1)

Publication Number Publication Date
CN219431507U true CN219431507U (en) 2023-07-28

Family

ID=87332132

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320547771.7U Active CN219431507U (en) 2023-03-20 2023-03-20 Steel structure iron tower base

Country Status (1)

Country Link
CN (1) CN219431507U (en)

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