CN212388543U - On-site fixing device for ultra-high cable wind rope - Google Patents
On-site fixing device for ultra-high cable wind rope Download PDFInfo
- Publication number
- CN212388543U CN212388543U CN202020795672.7U CN202020795672U CN212388543U CN 212388543 U CN212388543 U CN 212388543U CN 202020795672 U CN202020795672 U CN 202020795672U CN 212388543 U CN212388543 U CN 212388543U
- Authority
- CN
- China
- Prior art keywords
- embedded
- anchoring
- balancing weight
- ultra
- plate
- Prior art date
- 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.)
- Active
Links
Images
Abstract
The utility model discloses a field fixing device for an ultra-high cable wind rope, which comprises an anchoring balancing weight (1), an anchoring ear plate (2) and an embedded part (3); the anchoring balancing weight block is of a cubic structure and is completely or partially buried in the ground dragging pit, so that the anchoring balancing weight block is fixed on the ground; the embedded part is embedded in the anchoring counterweight block, and the upper surface of the embedded part is flush with the upper surface of the anchoring counterweight block; one end of the anchoring ear plate is fixed on the embedded part, the other end of the anchoring ear plate is provided with a connecting hole (21), one end of the guy rope (4) is fixedly connected with the inner anchoring point of the steel frame column (5), and the other end of the guy rope is fixedly connected on the connecting hole of the anchoring ear plate. The utility model discloses can provide stable, reliable pulling for the guy rope through the lower extreme of the on-the-spot fixed guy rope of anchor balancing weight, and then improve the security of superelevation steel frame post.
Description
Technical Field
The utility model relates to a construction tool especially relates to a superelevation cable wind is on-the-spot fixing device for rope.
Background
A hawser line is typically connected between the mast top support and the pull pit to maintain the mast upright and stable. In mast lifting and various high-rise structures, a guy rope is an important stabilizing system and plays a role in stabilizing the mast and bearing partial load in hoisting of the mast. Along with building major structure's more and more height, the steel frame post need erect after the super high steel construction, because the height of steel frame post is higher, there is certain toppling probably, leads to the cable wind rope to the effort of dragging the hole sharply increase when pulling the rigid frame post, and the dragging hole of prior art is not good to the fixed of cable wind rope and tractive stability, is unfavorable for super high cable wind rope's fixed.
Disclosure of Invention
An object of the utility model is to provide an on-spot fixing device is used to superelevation guy rope can provide stable, reliable pulling for the guy rope through the lower extreme of the on-the-spot fixed guy rope of anchor balancing weight, and then improves the security of superelevation steel frame post.
The utility model discloses a realize like this:
a field fixing device for an ultra-high cable wind rope comprises an anchoring balancing weight, an anchoring lug plate and an embedded part; the anchoring balancing weight block is of a cubic structure and is completely or partially buried in the ground dragging pit, so that the anchoring balancing weight block is fixed on the ground; the embedded part is embedded in the anchoring counterweight block, and the upper surface of the embedded part is flush with the upper surface of the anchoring counterweight block; one end of the anchoring ear plate is fixed on the embedded part, the other end of the anchoring ear plate is provided with a connecting hole, one end of the guy rope is fixedly connected with the inner anchoring point of the steel frame column, and the other end of the guy rope is fixedly connected on the connecting hole of the anchoring ear plate.
The embedded part comprises an embedded plate and a plurality of embedded rods uniformly distributed on the embedded plate; the upper ends of the embedded rods are fixedly connected to the lower surface of the embedded plate, and the lower ends of the embedded rods are inserted into the anchoring counterweight block, so that the upper surface of the embedded plate is flush with the upper surface of the anchoring counterweight block.
The lower end of the embedded rod is bent outwards to form a hook shape.
The anchoring counterweight block is internally provided with a shear resistant foundation assembly, the upper end of the shear resistant foundation assembly is fixedly connected with the lower surface of an embedded plate of the embedded part, and the lower end of the shear resistant foundation assembly extends to the lower part of the anchoring counterweight block.
The shear resistant foundation assembly comprises a foundation and a shear resistant part, wherein the foundation is horizontally embedded at the lower part of the anchoring balancing weight in a cross shape, the lower end of the shear resistant part is fixedly connected at the center of the foundation, and the upper end of the shear resistant part is fixedly connected at the center of the lower surface of the embedded plate.
The shear resistant part is vertically arranged between the foundation and the embedded plate, and a plurality of embedded rods of the embedded part are distributed around the shear resistant part.
The lower ends of the anchoring ear plates are fixedly arranged on the embedded plates of the embedded parts, and reinforcing ribs are arranged between the two sides of the anchoring ear plates and the embedded plates.
The utility model discloses can provide stable, reliable pulling for the guy rope through the lower extreme of the on-the-spot fixed guy rope of anchor balancing weight, and then improve the security of superelevation steel frame post, especially be fit for being applied to in the construction of large-scale steel construction.
Drawings
FIG. 1 is a cross-sectional view of the field fastening device for an ultra-high guy rope of the present invention;
FIG. 2 is a schematic view of the field fastening device for an ultra-high guy rope of the present invention;
FIG. 3 is a bottom view of an embedded part in the field fixing device for the ultra-high guy rope of the present invention;
FIG. 4 is a front view of an embedded part in the field fixing device for the ultra-high guy rope of the present invention;
fig. 5 is a top view of the foundation of the field fixing device for the ultra-high guy cable of the present invention.
In the figure, 1 anchoring balancing weight, 11 foundations, 12 shearing parts, 2 anchoring ear plates, 21 connecting holes, 22 reinforcing ribs, 3 embedded parts, 31 embedded plates, 32 embedded rods, 4 guy cables and 5 steel frame columns.
Detailed Description
The invention will be further explained with reference to the drawings and the specific embodiments.
Referring to the attached drawing 1, the field fixing device for the ultra-high cable wind rope comprises an anchoring balancing weight 1, an anchoring lug plate 2 and an embedded part 3; the anchoring balancing weight 1 is of a cubic structure, and the anchoring balancing weight 1 is completely or partially buried in a ground dragging pit, so that the anchoring balancing weight 1 is fixed on the ground; the embedded part 3 is embedded in the anchoring balancing weight 1, and the upper surface of the embedded part 3 is flush with the upper surface of the anchoring balancing weight 1; one end of the anchor ear plate 2 is fixed on the embedded part 3, the other end of the anchor ear plate 2 is provided with a connecting hole 21, please refer to fig. 2, one end of the guy rope 4 is fixedly connected with the inner anchoring point of the steel frame column 5, and the other end of the guy rope 4 is fixedly connected on the connecting hole 21 of the anchor ear plate 2, so that the steel frame column 5 is stably dragged by the ultra-high guy rope field fixing device through the guy rope 4.
Referring to fig. 3 and fig. 4, the embedded part 3 includes an embedded plate 31 and a plurality of embedded rods 32 uniformly distributed on the embedded plate 31; the upper ends of the embedded rods 32 are fixedly connected to the lower surface of the embedded plate 31, and the lower ends of the embedded rods 32 are inserted into the anchoring balancing weight 1, so that the upper surface of the embedded plate 31 is flush with the upper surface of the anchoring balancing weight 1, and the embedded stability and reliability of the embedded part 3 in the anchoring balancing weight 1 are ensured.
The lower end of the embedded rod 32 is bent outwards to form a hook shape, namely the embedded rod 32 is bent towards the inner wall direction of the dragging pit, so that the contact area of the embedded rod 32 and concrete is increased, and the embedded stability and reliability of the embedded part 3 in the anchoring balancing weight 1 are enhanced.
The anchoring counter weight block 1 is internally provided with a shear resistant foundation assembly, the upper end of the shear resistant foundation assembly is fixedly connected with the lower surface of the embedded plate 31 of the embedded part 3, and the lower end of the shear resistant foundation assembly extends to the lower part of the anchoring counter weight block 1, so that the traction capacity of the embedded part 3 to the cable wind rope 4 through the anchoring ear plate 2 can be effectively improved.
Referring to fig. 3 and 5, the shear resistant foundation assembly includes a foundation 11 and a shear resistant member 12, the foundation 11 is horizontally embedded in the lower portion of the anchoring weight block 1 in a cross shape, the lower end of the shear resistant member 12 is fixedly connected to the center of the foundation 11, the upper end of the shear resistant member 12 is fixedly connected to the center of the lower surface of the embedded plate 31, and the foundation 11 and the shear resistant member 12 are used for dispersing stress, so that the load capacity of the embedded member 3 is improved, and the traction reliability of the anchoring weight block 1 to the cable rope 4 is improved.
The shear resistant part 12 is vertically arranged between the foundation 11 and the embedded plate 31, the embedded rods 32 of the embedded part 3 are distributed around the shear resistant part 12, and the connection and stress balance among all the parts is stable, so that the embedding of the embedded part 3 is more stable.
The lower ends of the anchoring ear plates 2 are fixedly arranged on the embedded plates 31 of the embedded parts 3, and the reinforcing ribs 22 are arranged between the two sides of the anchoring ear plates 2 and the embedded plates 31, so that the load capacity of the anchoring ear plates 2 can be improved.
Preferably, anchor balancing weight 1 can adopt plain concrete to pour into the cross-section and be 2240 mm's cuboid structure, and anchor balancing weight 1 highly confirms according to the degree of depth that predetermined foundation ditch was dilatory the hole promptly, and the surface course adopts two-way gluten (D12@120) ligature of individual layer to become the reinforcing bar net piece, makes it to satisfy and predetermines weight, ensures the utility model discloses can provide stable fixed for the cable wind rope 4 of pulling steel frame post 5 to improve security, the stability of steel construction. The anchoring weight block 1 is preferably completely buried in a predetermined foundation pit, i.e., a drag pit, that is, the upper surface of the anchoring weight block 1 is flush with the ground, and the anchoring weight block 1 is fixed to the ground.
Preferably, the foundation 11 can be made of i-steel, angle steel, channel steel and other materials which are cross-shaped assembled and welded into an integral structure, the shear resistant part 12 can be made of i-steel, the sizes of the foundation 11 and the shear resistant part 12 are determined according to the size of the anchoring counterweight block 1, and the shear resistant foundation component can be pre-embedded in the anchoring counterweight block 1 and the pre-embedded plate 31 is fixed. The height of the shear block 12 is preferably 800mm and the length and width of the foundation 11 are 1356 mm.
Preferably, the embedded rods 32 are provided with 16, a 4 × 4 matrix form can be adopted, the bottoms of the arranged embedded rods 32 are bent outwards at 45 degrees and are in a hook shape, the height of the arranged embedded rods 32 is 600mm, the arranged embedded rods can be made of A20 steel bars, the upper ends of the embedded rods 32 are uniformly welded on the lower surface of the embedded plate 31, the embedded plate 31 can be made of a steel plate with the thickness of 600mm × 25mm, the distance between every two adjacent embedded rods 32 is 150mm, and the distance between the embedded rods 32 located on the outer side of the matrix and the edge of the embedded plate 31 is 75 mm.
In the construction process of the ultrahigh steel structure, after the steel frame column 5 is erected, the upper end of the guy rope 4 is fixed on an inner anchoring point of the steel frame column 5, and the lower end of the guy rope 4 is fixed on a connecting hole 21 of the anchoring ear plate 2.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and should not be taken as limiting the scope of the present invention, therefore, any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention should be included in the scope of the present invention.
Claims (7)
1. The utility model provides an ultra-high cable wind is on-spot fixing device for rope which characterized by: the anchor comprises an anchor balancing weight (1), an anchor ear plate (2) and an embedded part (3); the anchoring balancing weight (1) is of a cubic structure, and the anchoring balancing weight (1) is completely or partially buried in a ground dragging pit, so that the anchoring balancing weight (1) is fixed on the ground; the embedded part (3) is embedded in the anchoring balancing weight (1), and the upper surface of the embedded part (3) is flush with the upper surface of the anchoring balancing weight (1); one end of the anchoring ear plate (2) is fixed on the embedded part (3), the other end of the anchoring ear plate (2) is provided with a connecting hole (21), one end of the cable wind rope (4) is fixedly connected with an inner anchoring point of the steel frame column (5), and the other end of the cable wind rope (4) is fixedly connected with the connecting hole (21) of the anchoring ear plate (2).
2. The ultra-high cable wind line field fixing device of claim 1, wherein: the embedded part (3) comprises an embedded plate (31) and a plurality of embedded rods (32) which are uniformly distributed on the embedded plate (31); the upper ends of the embedded rods (32) are fixedly connected to the lower surface of the embedded plate (31), and the lower ends of the embedded rods (32) are inserted into the anchoring balancing weight (1), so that the upper surface of the embedded plate (31) is flush with the upper surface of the anchoring balancing weight (1).
3. The ultra-high cable wind line field fixing device of claim 2, wherein: the lower end of the embedded rod (32) is bent outwards to form a hook shape.
4. The ultra-high cable wind line field fixing device as claimed in claim 1 or 2, wherein: the anchoring counterweight block (1) is internally provided with a shear resistant foundation assembly, the upper end of the shear resistant foundation assembly is fixedly connected with the lower surface of an embedded plate (31) of an embedded part (3), and the lower end of the shear resistant foundation assembly extends to the lower part of the anchoring counterweight block (1).
5. The ultra-high cable wind line field fixing device of claim 4, wherein: the shear resistant foundation assembly comprises a foundation (11) and a shear resistant part (12), wherein the foundation (11) is horizontally embedded in the lower part of the anchoring balancing weight (1) in a cross shape, the lower end of the shear resistant part (12) is fixedly connected to the center of the foundation (11), and the upper end of the shear resistant part (12) is fixedly connected to the center of the lower surface of the embedded plate (31).
6. The ultra-high cable wind line field fixing device of claim 5, wherein: the shear resistant part (12) is vertically arranged between the foundation (11) and the embedded plate (31), and a plurality of embedded rods (32) of the embedded part (3) are distributed around the shear resistant part (12).
7. The ultra-high cable wind line field fixing device of claim 1, wherein: the lower ends of the anchoring ear plates (2) are fixedly arranged on the embedded plates (31) of the embedded parts (3), and reinforcing ribs (22) are arranged between the two sides of the anchoring ear plates (2) and the embedded plates (31).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020795672.7U CN212388543U (en) | 2020-05-13 | 2020-05-13 | On-site fixing device for ultra-high cable wind rope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020795672.7U CN212388543U (en) | 2020-05-13 | 2020-05-13 | On-site fixing device for ultra-high cable wind rope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212388543U true CN212388543U (en) | 2021-01-22 |
Family
ID=74250232
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020795672.7U Active CN212388543U (en) | 2020-05-13 | 2020-05-13 | On-site fixing device for ultra-high cable wind rope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212388543U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113186875A (en) * | 2021-03-23 | 2021-07-30 | 中船第九设计研究院工程有限公司 | Steel plate type chain tying ring for caisson type floating dock anchor block |
-
2020
- 2020-05-13 CN CN202020795672.7U patent/CN212388543U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113186875A (en) * | 2021-03-23 | 2021-07-30 | 中船第九设计研究院工程有限公司 | Steel plate type chain tying ring for caisson type floating dock anchor block |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN212388543U (en) | On-site fixing device for ultra-high cable wind rope | |
| CN113860190A (en) | Cantilever tower crane girder-turning-free placing bracket and mounting method | |
| CN212507296U (en) | High formwork system | |
| CN208563658U (en) | A kind of prefabricated lattice compound shear wall assembly monomer | |
| CN212270687U (en) | Steel pipe support temporary pier for inclined main and auxiliary arch cross section | |
| CN211871179U (en) | Arch bridge cable crane pile beam type anchorage structure | |
| CN211873064U (en) | Prefabricated multi-pile foundation | |
| CN114590697A (en) | High-span concrete support dismantling method based on reserved lifting hook for closed space | |
| CN211920714U (en) | Support system of pull-up and pull-down type external hanging self-climbing tower crane | |
| CN112779923A (en) | Pile foundation structure of building engineering on high slope and construction process thereof | |
| CN210104765U (en) | High and large retaining structure of soft geological side slope | |
| CN108867548B (en) | Construction platform and construction platform erection method for on-site watering high pile wharf | |
| CN111622347A (en) | Cross-shaped node connecting structure of assembled frame structure and construction method thereof | |
| CN111576455A (en) | Umbrella-shaped supporting structure for slope prevention and control and construction method | |
| CN219990997U (en) | Tower crane adheres to fixed connection base | |
| CN219587326U (en) | Anti-overturning supporting structure of ultrahigh protective awning | |
| CN212248310U (en) | Steel reinforcement cage hoisting truss for one-groove two-cage use in underground continuous wall construction | |
| CN219343296U (en) | Tower crane foundation based on basement cast-in-situ structural column and steel bearing platform | |
| CN216475048U (en) | Novel steel reinforcement cage hanging system | |
| CN110952787A (en) | Novel precast concrete component hoisting point embedded part system | |
| CN204529121U (en) | Large-scale bridge crane heightening device | |
| CN211712447U (en) | Pile combined type lifting appliance | |
| CN210029722U (en) | Prefabricated hollow mound hoist and mount positioner | |
| CN212270955U (en) | Assembly type high-support reverse-drawing type steel inclined strut mechanism and system | |
| CN220319075U (en) | Guy rope hanging basket assembling platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |