CN211498842U - Anchor cable steel pedestal structure - Google Patents
Anchor cable steel pedestal structure Download PDFInfo
- Publication number
- CN211498842U CN211498842U CN201922293866.7U CN201922293866U CN211498842U CN 211498842 U CN211498842 U CN 211498842U CN 201922293866 U CN201922293866 U CN 201922293866U CN 211498842 U CN211498842 U CN 211498842U
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- Prior art keywords
- anchor
- cover plate
- inclined iron
- rope
- hole
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 32
- 239000010959 steel Substances 0.000 title claims abstract description 32
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical group C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 title claims abstract description 25
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 116
- 229910052742 iron Inorganic materials 0.000 claims abstract description 58
- 230000001154 acute effect Effects 0.000 claims description 3
- 229910000746 Structural steel Inorganic materials 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 239000000463 material Substances 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 11
- 230000008901 benefit Effects 0.000 description 4
- 238000004134 energy conservation Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000013011 mating Effects 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses an anchor cable steel pedestal structure, which comprises an anchor cable structure, an enclosure structure, a wedge base plate, a wedge body, a wedge cover plate and an anchor head bearing plate, wherein an anchorage device is arranged at the end part of the anchor cable structure; a rope channel is arranged inside the enclosure structure; the wedge backing plate is provided with a middle matching hole; the wedge body is provided with a guide hole for the anchor cable structure to pass through, and the cross section of the wedge body is in a right-angled triangle shape; the inclined iron cover plate is provided with a cover plate through hole; the inclined iron base plate is welded and fixed on the side portion of the enclosure structure, the inclined iron body is welded and fixed on the inclined iron base plate, the inclined iron cover plate is attached to the inclined iron body, the inclined iron cover plate is welded and fixed on the inclined iron body, the rope channel, the middle matching hole, the guide hole and the cover plate through hole form an anchor rope channel, the anchor head bearing plate is attached to the inclined iron cover plate, the anchor is attached to and abutted against the anchor head bearing plate, and the anchor rope structure penetrates out along the cover plate through hole, the guide hole, the middle matching hole and the rope channel. The materials are convenient to obtain, the processing and manufacturing process is mature, and the installation is simple.
Description
Technical Field
The utility model relates to a building engineering field especially relates to anchor rope steel pedestal structure of construction usefulness is strutted to foundation ditch, earthwork.
Background
At present, in foundation pit supporting or earthwork supporting engineering, an anchor cable is anchored at the deep part of a surrounding rock in a certain mode by a steel strand with certain bending flexibility through a pre-drilled drill hole, and an exposed end of the anchor cable is used for reinforcing the surrounding rock through a pressing tray by a working anchor.
As a novel reliable and effective reinforced support form, the anchor cable construction is short in construction period, and under the condition of advocating green energy conservation, the tray structure such as a concrete waist beam and a steel beam can not meet the construction requirements of quick tensioning and green energy conservation.
SUMMERY OF THE UTILITY MODEL
In order to overcome the not enough of prior art, one of the purposes of the utility model is to provide an anchor rope steel pedestal structure, its problem that can solve quick stretch-draw, green energy-conserving construction demand.
The utility model discloses an one of the purpose adopts following technical scheme to realize:
an anchor cable steel pedestal structure comprises an anchor cable structure, a building envelope, an inclined iron base plate, an inclined iron body, an inclined iron cover plate and an anchor head bearing plate, wherein an anchor is arranged at the end part of the anchor cable structure; a rope channel is arranged in the enclosure structure; the inclined iron base plate is provided with a middle matching hole; the wedge body is provided with a guide hole for the anchor cable structure to pass through, and the cross section of the wedge body is in a right-angled triangle shape; the inclined iron cover plate is provided with a cover plate through hole; the inclined iron base plate is welded and fixed on the side portion of the enclosure structure, the inclined iron body is welded and fixed on the inclined iron base plate, the inclined iron cover plate is attached to the inclined iron body, the inclined iron cover plate is welded and fixed on the inclined iron body, the rope channel, the middle matching hole, the guide hole and the cover plate through hole form an anchor rope passage, the anchor head bearing plate is attached to the inclined iron cover plate, the anchor is attached to and abutted to the anchor head bearing plate, and the anchor rope structure is arranged along the cover plate through hole, the guide hole, the middle matching hole and the rope channel.
Further, the anchor cable structure comprises a rope, the rope is connected with the end portion of the anchor, and the anchor is in a disc shape.
Further, the wedge body is located between the wedge base plate and the wedge cover plate.
Furthermore, the inclined iron base plate and the inclined iron cover plate form an acute angle.
Furthermore, the wedge base plate is provided with a plurality of round holes used for being fixed with the enclosure structure.
Further, the anchor cable steel pedestal structure further comprises an expansion bolt, and the expansion bolt penetrates through the round hole to be fixed with the enclosure structure.
Further, the cover plate through hole, the guide hole, the middle matching hole and the rope channel are arranged in a superposition mode along the extending direction of the anchor rope structure.
Further, the anchor head bearing plate is located between the anchor and the inclined iron cover plate.
Further, the angle iron cover plate is perpendicular to the rope channel.
Compared with the prior art, the beneficial effects of the utility model reside in that:
the inclined iron base plate is provided with a middle matching hole; the wedge body is provided with a guide hole for the anchor cable structure to pass through, and the cross section of the wedge body is in a right-angled triangle shape; the inclined iron cover plate is provided with a cover plate through hole; the inclined iron base plate is welded and fixed on the side portion of the enclosure structure, the inclined iron body is welded and fixed on the inclined iron base plate, the inclined iron cover plate is attached to the inclined iron body, the inclined iron cover plate is welded and fixed on the inclined iron body, the rope channel, the middle matching hole, the guide hole and the cover plate through hole form an anchor rope passage, the anchor head bearing plate is attached to the inclined iron cover plate, the anchor is attached to and abutted to the anchor head bearing plate, and the anchor rope structure is arranged along the cover plate through hole, the guide hole, the middle matching hole and the rope channel. Materials are convenient to obtain, the processing and manufacturing process is mature, the installation is simple, compared with multiple processes of binding steel bars, installing templates and pouring concrete for the concrete waist beam, the defect that the waist beam concrete technology is not needed is overcome, the prestressed anchor cable can be quickly tensioned and locked by using the steel pedestal, the construction period is shortened, the steel pedestal can be recovered in the later supporting period, and the characteristics of energy conservation and green construction are realized. The anchor cable base has the advantages of stable stress, trial rigidity, simple structure, convenience for tensioning the anchor cable and saving construction period.
The foregoing description is only an overview of the technical solutions of the present invention, and in order to make the technical means of the present invention more clearly understood, the present invention may be implemented according to the content of the description, and in order to make the above and other objects, features, and advantages of the present invention more obvious and understandable, the following preferred embodiments are described in detail with reference to the accompanying drawings.
Drawings
Fig. 1 is a structural diagram of a preferred embodiment of the steel anchor cable pedestal structure of the present invention;
FIG. 2 is a block diagram of a wedge shim plate of the steel anchor rope platform structure of FIG. 1;
FIG. 3 is a block diagram of a wedge cover plate of the anchor cable steel platform structure of FIG. 1;
fig. 4 is a structural view of a wedge body in the steel anchor rope pedestal structure shown in fig. 1.
In the figure: 100. an anchor cable structure; 101. an anchorage device; 200. an enclosure structure; 300. a wedge backing plate; 301. a circular hole; 302. a middle mating hole; 400. a wedge body; 500. a wedge cover plate; 501. a cover plate through hole; 600. anchor head bearing plate.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and the detailed description, and it should be noted that the embodiments or technical features described below can be arbitrarily combined to form a new embodiment without conflict.
It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When a component is referred to as being "connected" to another component, it can be directly connected to the other component or intervening components may also be present. When a component is referred to as being "disposed on" another component, it can be directly on the other component or intervening components may also be present. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
Referring to fig. 1-4, an anchor cable steel pedestal structure includes an anchor cable structure 100, a building envelope 200, a wedge liner 300, a wedge body 400, a wedge cover plate 500, and an anchor head bearing plate 600, wherein an anchor 101 is disposed at an end of the anchor cable structure 100; a rope channel is arranged inside the enclosure structure 200; the inclined iron base plate 300 is provided with a middle matching hole 302; the wedge body 400 is provided with a guide hole for the anchor cable structure 100 to pass through, and the cross section of the wedge body 400 is in a right-angled triangle shape; the inclined iron cover plate 500 is provided with a cover plate through hole 501; the utility model provides an anchor head bearing plate 600, including enclosure structure 200, wedge apron 300, wedge body 400 welded fastening in wedge apron 300, wedge apron 500 laminate in wedge body 400, wedge apron 500 welded fastening in wedge body 400, the rope passageway middle part mating holes 302 the guiding hole reaches apron through-hole 501 forms the anchor rope passageway, anchor head bearing plate 600 laminate in wedge apron 500, ground tackle 101 laminate in and contradict in anchor head bearing plate 600, anchor rope structure 100 is followed apron through-hole 501 the guiding hole middle part mating holes 302 reaches the rope passageway is worn out. Materials are convenient to obtain, the processing and manufacturing process is mature, the installation is simple, compared with multiple processes of binding steel bars, installing templates and pouring concrete for the concrete waist beam, the defect that the waist beam concrete technology is not needed is overcome, the prestressed anchor cable can be quickly tensioned and locked by using the steel pedestal, the construction period is shortened, the steel pedestal can be recovered in the later supporting period, and the characteristics of energy conservation and green construction are realized. The anchor cable base has the advantages of stable stress, trial rigidity, simple structure, convenience for tensioning the anchor cable and saving construction period.
Specifically, in practical application, holes need to be designed in the middle of the size of the inclined iron cover plate and the inclined iron base plate according to the sizes of the anchorage device and the steel strand, and the anchor cable can conveniently penetrate through and stretch. The inclined iron needs to be processed into corresponding sizes according to different anchor cable angles so as to meet the accuracy of the tension stress of the anchor cable.
Preferably, the cable rope structure 100 includes a rope connected to an end of the anchor 101, and the anchor 101 has a disk shape. The wedge body 400 is located between the wedge backing plate 300 and the wedge cover plate 500. The wedge backing plate 300 and the wedge cover plate 500 form an acute angle. Novel structure, design benefit.
Preferably, the wedge plate 300 is provided with a plurality of round holes 301 for fixing with the enclosure 200. The anchor cable steel pedestal structure further comprises expansion bolts, and the expansion bolts penetrate through the round holes 301 to be fixed with the enclosure structure 200. The cover plate through hole 501, the guide hole, the middle fitting hole 302, and the cable passage are arranged in a manner of being overlapped along the extending direction of the anchor cable structure 100. The anchor head bearing plate 600 is located between the anchor 101 and the inclined iron cover plate 500. The angle cover 500 is perpendicular to the rope passage. The applicability is strong, and the popularization is convenient.
The above embodiments are only preferred embodiments of the present invention, and the protection scope of the present invention cannot be limited thereby, and any insubstantial changes and substitutions made by those skilled in the art based on the present invention are all within the protection scope of the present invention.
Claims (9)
1. The utility model provides an anchor rope steel pedestal structure, includes anchor rope structure, envelope, sloping iron backing plate, sloping iron body, sloping iron apron and anchor head bearing plate, its characterized in that:
an anchorage device is arranged at the end part of the anchor cable structure;
a rope channel is arranged in the enclosure structure;
the inclined iron base plate is provided with a middle matching hole;
the wedge body is provided with a guide hole for the anchor cable structure to pass through, and the cross section of the wedge body is in a right-angled triangle shape;
the inclined iron cover plate is provided with a cover plate through hole;
the inclined iron base plate is welded and fixed on the side portion of the enclosure structure, the inclined iron body is welded and fixed on the inclined iron base plate, the inclined iron cover plate is attached to the inclined iron body, the inclined iron cover plate is welded and fixed on the inclined iron body, the rope channel, the middle matching hole, the guide hole and the cover plate through hole form an anchor rope passage, the anchor head bearing plate is attached to the inclined iron cover plate, the anchor is attached to and abutted to the anchor head bearing plate, and the anchor rope structure is arranged along the cover plate through hole, the guide hole, the middle matching hole and the rope channel.
2. The anchor rope steel pedestal structure of claim 1, wherein: the anchor cable structure comprises a rope, the rope is connected with the end part of the anchor, and the anchor is in a disc shape.
3. The anchor rope steel pedestal structure of claim 1, wherein: the wedge body is located between the wedge base plate and the wedge cover plate.
4. The anchor rope steel pedestal structure of claim 1, wherein: the inclined iron base plate and the inclined iron cover plate form an acute angle.
5. The anchor rope steel pedestal structure of claim 1, wherein: the inclined iron base plate is provided with a plurality of round holes used for being fixed with the enclosure structure.
6. The anchor rope steel pedestal structure of claim 5, wherein: the anchor cable steel pedestal structure further comprises an expansion bolt, and the expansion bolt penetrates through the round hole to be fixed with the enclosure structure.
7. The anchor rope steel pedestal structure of claim 1, wherein: the cover plate through hole, the guide hole, the middle matching hole and the rope channel are arranged in a superposition mode along the extending direction of the anchor rope structure.
8. The anchor rope steel pedestal structure of claim 1, wherein: the anchor head bearing plate is positioned between the anchor and the inclined iron cover plate.
9. The anchor rope steel pedestal structure of claim 1, wherein: the angle iron cover plate is perpendicular to the rope channel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922293866.7U CN211498842U (en) | 2019-12-18 | 2019-12-18 | Anchor cable steel pedestal structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922293866.7U CN211498842U (en) | 2019-12-18 | 2019-12-18 | Anchor cable steel pedestal structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211498842U true CN211498842U (en) | 2020-09-15 |
Family
ID=72417349
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922293866.7U Expired - Fee Related CN211498842U (en) | 2019-12-18 | 2019-12-18 | Anchor cable steel pedestal structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211498842U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047302A (en) * | 2021-03-24 | 2021-06-29 | 中国建筑一局(集团)有限公司 | A can have enough to meet need encloses purlin for foundation ditch anchor rope is strutted |
-
2019
- 2019-12-18 CN CN201922293866.7U patent/CN211498842U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047302A (en) * | 2021-03-24 | 2021-06-29 | 中国建筑一局(集团)有限公司 | A can have enough to meet need encloses purlin for foundation ditch anchor rope is strutted |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200915 |