CN205382498U - Assembled anchor rope stock frame - Google Patents
Assembled anchor rope stock frame Download PDFInfo
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- CN205382498U CN205382498U CN201620189821.9U CN201620189821U CN205382498U CN 205382498 U CN205382498 U CN 205382498U CN 201620189821 U CN201620189821 U CN 201620189821U CN 205382498 U CN205382498 U CN 205382498U
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- longitudinal reinforcement
- reinforcement
- anchor cable
- vertical beam
- crossbeam
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Abstract
The utility model belongs to the technical field of the anchor, a assembled anchor rope stock frame is disclosed for solve the problem that the construction degree of difficulty is big, construction cycle is long, later maintenance is difficult that current on -the -spot pouring stock (anchor rope) frame exists. The utility model discloses a crossbeam and perpendicular roof beam, the crossbeam forms anchor rope stock frame with perpendicular roof beam zigzag connection together, the crossbeam is the node with the junction of erecting the roof beam, the node is equipped with the anchor rope hole, the crossbeam includes framework of steel reinforcement and the cladding engineering plastics layer on the framework of steel reinforcement with perpendicular roof beam.
Description
Technical field
This utility model belongs to anchorage technology field, is specifically related to a kind of assembled Anchor cable-rod framework, for the reinforcing of side slope, landslide.
Background technology
Anchor pole (rope) framework is gently clever due to its structure, is again a kind of grid open architecture, is conducive to greening side slope, simultaneously because side slope is had frame hoop effect and good seismic performance by it, is the primary structure form of current slope reinforcement and disease management.Anchor pole of the prior art (rope) framework is generally cast in situs, execute man-hour requirement and carry out formwork erection, reinforcing bar system peace and concreting on domatic, the stretch-draw of prestressed anchor (rope) must wait outer anchor structure thing and framework just can carry out after reaching its design strength, cause the integral construction cycle usually seriously delayed due to the construction of framework and maintenance, but also miss slope reinforcement good opportunity because the speed of application of framework is relatively slow, even the phenomenon of anchor pole (rope) also non-stretch-draw and slope instability just has occurred and that.
And existing anchor pole (anchor cable) framework is all the method adopting cast-in-site, and some side slope, Landslide Deformation are big, need to carry out in the short time consolidation process, and cast-in-site anchor pole (anchor cable) framework solidifies it is generally required to the time of 28 days can normally use, therefore significantly delay the engineering time；Existing cast simultaneously improves difficulty of construction；After concrete damages simultaneously, later maintenance difficulty.
Utility model content
The difficulty of construction that this utility model exists to solve existing cast-in-site anchor pole (anchor cable) framework is big, the problem of long construction period, later maintenance difficulty；And a kind of assembled Anchor cable-rod framework is provided, there is the feature of light weight, short construction period, convenient later maintenance, greatly reduce the cost manufacturing and safeguarding；Different occasion can be applied to simultaneously.
For solving above-mentioned technical problem, this utility model be the technical scheme is that
A kind of assembled Anchor cable-rod framework, including crossbeam and vertical beam, described crossbeam and vertical beam are cross-linked together into Anchor cable-rod framework, the junction of described crossbeam and vertical beam is node, described node is provided with anchor cable hole, and described crossbeam and vertical beam include framework of steel reinforcement and the engineering plastic bed of material being coated on framework of steel reinforcement.
One end of described crossbeam and vertical beam is provided with tenon, and the other end is provided with the counterbore being mutually adapted with tenon.
The two ends of described crossbeam and vertical beam are provided with tenon or counterbore.
Described framework of steel reinforcement includes axial reinforcement and longitudinal reinforcement.
nullThe longitudinal reinforcement at the node place of described crossbeam includes the first longitudinal reinforcement、Second longitudinal reinforcement、3rd longitudinal reinforcement and the 4th longitudinal reinforcement，The longitudinal reinforcement at the node place of described vertical beam includes the 5th longitudinal reinforcement、6th longitudinal reinforcement、7th longitudinal reinforcement and the 8th longitudinal reinforcement，The end of described first longitudinal reinforcement、The end of the second longitudinal reinforcement、Together with the end of the 6th longitudinal reinforcement connects bar connecting through first successively with the end of the 5th longitudinal reinforcement，The end of described first longitudinal reinforcement、The end of the second longitudinal reinforcement、Together with the end of the 7th longitudinal reinforcement connects bar connecting through second successively with the end of the 8th longitudinal reinforcement，The end of described 4th longitudinal reinforcement、The end of the 3rd longitudinal reinforcement、Together with the end of the 6th longitudinal reinforcement connects bar connecting through the 3rd successively with the end of the 5th longitudinal reinforcement，The end of described 4th longitudinal reinforcement、The end of the 3rd longitudinal reinforcement、Together with the end of the 7th longitudinal reinforcement connects bar connecting through the 4th successively with the end of the 8th longitudinal reinforcement.
Described first connection reinforcing bar and the 4th connects reinforcing bar and is parallel to each other and isometric.
Described second connection reinforcing bar and the 3rd connects reinforcing bar and is parallel to each other and isometric.
Described anchor cable hole is opened on the center of node.
Compared with prior art, this utility model has the advantages that
Assembled Anchor cable-rod framework of the present utility model, adopts prefabricated structure, directly installs, substantially reduce the construction period, reduce difficulty of construction in the side slope needed reinforcement；Frame structure of the present utility model is easy to the care and maintenance in later stage, has light weight, a feature flexibly of constructing, it is possible to suitable in various slope reinforcements, reduces construction and the cost safeguarded.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
Fig. 2 is crossbeam of the present utility model and the structural representation of vertical beam one embodiment；
Fig. 3 is crossbeam of the present utility model and the structural representation of another embodiment of vertical beam；
Fig. 4 is the sectional view structural representation at Fig. 2 and Figure 31-1 place；
Fig. 5 is the structural representation of the node in Fig. 1；
Labelling in figure: 1, crossbeam, 2, vertical beam, 3, node, 4, anchor cable hole, 5, axial reinforcement, 6, longitudinal reinforcement, 7, tenon, 8, counterbore, 9, the first longitudinal reinforcement, the 10, second longitudinal reinforcement, the 11, the 3rd longitudinal reinforcement, 12, the 4th longitudinal reinforcement, 13, the 5th longitudinal reinforcement, the 14, the 6th longitudinal reinforcement, the 15, the 7th longitudinal reinforcement, 16, the 8th longitudinal reinforcement, 17, first connects reinforcing bar, and 18, second connects reinforcing bar, and the 19, the 3rd connects reinforcing bar, 20, the 4th connects reinforcing bar, and 21, the engineering plastic bed of material.
Detailed description of the invention
Below in conjunction with embodiment, the utility model will be further described, and described embodiment is only a part of embodiment of this utility model, is not whole embodiments.Based on the embodiment in this utility model, those of ordinary skill in the art obtain under not making creative work premise other used by embodiment, broadly fall into protection domain of the present utility model.
In conjunction with accompanying drawing, assembled Anchor cable-rod framework of the present utility model, including crossbeam 1 and vertical beam 2, described crossbeam 1 and vertical beam 2 are cross-linked together into Anchor cable-rod framework, and the junction of described crossbeam 1 and vertical beam 2 is node 3, and described node 3 is provided with anchor cable hole 4, described crossbeam 1 and vertical beam 2 include framework of steel reinforcement and the engineering plastic bed of material 21 being coated on framework of steel reinforcement, make this utility model have the feature of light weight, adopt the structure of prefabricated simultaneously, it is possible to shorten construction period and reduce difficulty of construction.
In conjunction with Fig. 2 and Fig. 3, one end of described crossbeam 1 and vertical beam 2 is provided with tenon 7, and the other end is provided with the counterbore 8 being mutually adapted with tenon 7；The two ends of described crossbeam 1 and vertical beam 2 are provided with tenon 7 or counterbore 8.Anchor cable-rod framework of the present utility model can be assembled by tenon and counterbore, meet the use of different occasion, improve practicality of the present utility model.
Described framework of steel reinforcement includes axial reinforcement 7 and longitudinal reinforcement 6, axial reinforcement is the reinforcing bar arranged along crossbeam and vertical beam length direction, longitudinal reinforcement is the reinforcing bar that the cross-sectional direction along crossbeam and vertical beam is arranged, and improves the intensity of framework of the present utility model by arranging framework of steel reinforcement.
In conjunction with Fig. 4, as a kind of preferred mode of this utility model, longitudinal reinforcement is arranged on the periphery of axial reinforcement, axial reinforcement and longitudinal reinforcement and is all coated on the inside of the engineering plastic bed of material 21.
nullThe longitudinal reinforcement 6 at the node place of described crossbeam 1 includes the first longitudinal reinforcement 9、Second longitudinal reinforcement 10、3rd longitudinal reinforcement 11 and the 4th longitudinal reinforcement 12，The longitudinal reinforcement 6 at the node place of described vertical beam 2 includes the 5th longitudinal reinforcement 13、6th longitudinal reinforcement 14、7th longitudinal reinforcement 15 and the 8th longitudinal reinforcement 16，The end of described first longitudinal reinforcement 9、The end of the second longitudinal reinforcement 10、The end of the 6th longitudinal reinforcement 14 and the end of the 5th longitudinal reinforcement 13 connect reinforcing bar 17 through first successively and link together，The end of described first longitudinal reinforcement 9、The end of the second longitudinal reinforcement 10、The end of the 7th longitudinal reinforcement 15 and the end of the 8th longitudinal reinforcement 16 connect reinforcing bar 18 through second successively and link together，The end of described 4th longitudinal reinforcement 12、The end of the 3rd longitudinal reinforcement 11、The end of the 6th longitudinal reinforcement 14 and the end of the 5th longitudinal reinforcement 13 connect reinforcing bar 19 through the 3rd successively and link together，The end of described 4th longitudinal reinforcement 12、The end of the 3rd longitudinal reinforcement 11、The end of the 7th longitudinal reinforcement 15 and the end of the 8th longitudinal reinforcement 16 connect reinforcing bar 20 through the 4th successively and link together；Described first connection reinforcing bar 17 and the 4th connection reinforcing bar 20 are parallel to each other and isometric；Described second connection reinforcing bar 18 and the 3rd connection reinforcing bar 19 are parallel to each other and isometric so that node of the present utility model has compact conformation, the feature that intensity is high.
As a kind of preferred mode of this utility model, anchor cable hole 4 is opened on the center of node 3, improves tensile strength, improves practicality of the present utility model.
Assembled Anchor cable-rod framework of the present utility model, adopts prefabricated structure, directly installs, substantially reduce the construction period, reduce difficulty of construction in the side slope needed reinforcement；Frame structure of the present utility model is easy to the care and maintenance in later stage, has light weight, a feature flexibly of constructing, it is possible to suitable in various slope reinforcements, reduces construction and the cost safeguarded.
Embodiment one
The assembled Anchor cable-rod framework of the present embodiment, including crossbeam and vertical beam, described crossbeam and vertical beam are cross-linked together into Anchor cable-rod framework, the junction of described crossbeam and vertical beam is node, described node is provided with anchor cable hole, and described crossbeam and vertical beam include framework of steel reinforcement and the engineering plastic bed of material being coated on framework of steel reinforcement.
Embodiment two
The assembled Anchor cable-rod framework of the present embodiment, including crossbeam and vertical beam, described crossbeam and vertical beam are cross-linked together into Anchor cable-rod framework, the junction of described crossbeam and vertical beam is node, described node is provided with anchor cable hole, and described crossbeam and vertical beam include framework of steel reinforcement and the engineering plastic bed of material being coated on framework of steel reinforcement；One end of described crossbeam and vertical beam is provided with tenon, and the other end is provided with the counterbore being mutually adapted with tenon.
Embodiment three
The assembled Anchor cable-rod framework of the present embodiment, including crossbeam and vertical beam, described crossbeam and vertical beam are cross-linked together into Anchor cable-rod framework, the junction of described crossbeam and vertical beam is node, described node is provided with anchor cable hole, and described crossbeam and vertical beam include framework of steel reinforcement and the engineering plastic bed of material being coated on framework of steel reinforcement；The two ends of described crossbeam and vertical beam are provided with tenon or counterbore.
Embodiment four
On the basis of any of the above-described embodiment, described framework of steel reinforcement includes axial reinforcement and longitudinal reinforcement.
Embodiment five
nullOn the basis of embodiment four，The longitudinal reinforcement at the node place of described crossbeam includes the first longitudinal reinforcement、Second longitudinal reinforcement、3rd longitudinal reinforcement and the 4th longitudinal reinforcement，The longitudinal reinforcement at the node place of described vertical beam includes the 5th longitudinal reinforcement、6th longitudinal reinforcement、7th longitudinal reinforcement and the 8th longitudinal reinforcement，The end of described first longitudinal reinforcement、The end of the second longitudinal reinforcement、Together with the end of the 6th longitudinal reinforcement connects bar connecting through first successively with the end of the 5th longitudinal reinforcement，The end of described first longitudinal reinforcement、The end of the second longitudinal reinforcement、Together with the end of the 7th longitudinal reinforcement connects bar connecting through second successively with the end of the 8th longitudinal reinforcement，The end of described 4th longitudinal reinforcement、The end of the 3rd longitudinal reinforcement、Together with the end of the 6th longitudinal reinforcement connects bar connecting through the 3rd successively with the end of the 5th longitudinal reinforcement，The end of described 4th longitudinal reinforcement、The end of the 3rd longitudinal reinforcement、Together with the end of the 7th longitudinal reinforcement connects bar connecting through the 4th successively with the end of the 8th longitudinal reinforcement.
Embodiment six
On the basis of embodiment five, described first connection reinforcing bar and the 4th connects reinforcing bar and is parallel to each other and isometric.
Embodiment seven
On the basis of embodiment five, described second connection reinforcing bar and the 3rd connects reinforcing bar and is parallel to each other and isometric.
Embodiment eight
On the basis of any of the above-described embodiment, described anchor cable hole is opened on the center of node.
Claims (8)
1. an assembled Anchor cable-rod framework, it is characterized in that, including crossbeam and vertical beam, described crossbeam and vertical beam are cross-linked together into Anchor cable-rod framework, the junction of described crossbeam and vertical beam is node, described node is provided with anchor cable hole, and described crossbeam and vertical beam include framework of steel reinforcement and the engineering plastic bed of material being coated on framework of steel reinforcement.
2. assembled Anchor cable-rod framework according to claim 1, it is characterised in that one end of described crossbeam and vertical beam is provided with tenon, and the other end is provided with the counterbore being mutually adapted with tenon.
3. assembled Anchor cable-rod framework according to claim 1, it is characterised in that the two ends of described crossbeam and vertical beam are provided with tenon or counterbore.
4. assembled Anchor cable-rod framework according to claim 1, it is characterised in that described framework of steel reinforcement includes axial reinforcement and longitudinal reinforcement.
null5. according to the arbitrary described assembled Anchor cable-rod framework of claim 1-4，It is characterized in that，The longitudinal reinforcement at the node place of described crossbeam includes the first longitudinal reinforcement、Second longitudinal reinforcement、3rd longitudinal reinforcement and the 4th longitudinal reinforcement，The longitudinal reinforcement at the node place of described vertical beam includes the 5th longitudinal reinforcement、6th longitudinal reinforcement、7th longitudinal reinforcement and the 8th longitudinal reinforcement，The end of described first longitudinal reinforcement、The end of the second longitudinal reinforcement、Together with the end of the 6th longitudinal reinforcement connects bar connecting through first successively with the end of the 5th longitudinal reinforcement，The end of described first longitudinal reinforcement、The end of the second longitudinal reinforcement、Together with the end of the 7th longitudinal reinforcement connects bar connecting through second successively with the end of the 8th longitudinal reinforcement，The end of described 4th longitudinal reinforcement、The end of the 3rd longitudinal reinforcement、Together with the end of the 6th longitudinal reinforcement connects bar connecting through the 3rd successively with the end of the 5th longitudinal reinforcement，The end of described 4th longitudinal reinforcement、The end of the 3rd longitudinal reinforcement、Together with the end of the 7th longitudinal reinforcement connects bar connecting through the 4th successively with the end of the 8th longitudinal reinforcement.
6. assembled Anchor cable-rod framework according to claim 5, it is characterised in that described first connection reinforcing bar and the 4th connects reinforcing bar and is parallel to each other and isometric.
7. assembled Anchor cable-rod framework according to claim 5, it is characterised in that described second connection reinforcing bar and the 3rd connects reinforcing bar and is parallel to each other and isometric.
8. assembled Anchor cable-rod framework according to claim 1, it is characterised in that described anchor cable hole is opened on the center of node.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620189821.9U CN205382498U (en) | 2016-03-14 | 2016-03-14 | Assembled anchor rope stock frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620189821.9U CN205382498U (en) | 2016-03-14 | 2016-03-14 | Assembled anchor rope stock frame |
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| Publication Number | Publication Date |
|---|---|
| CN205382498U true CN205382498U (en) | 2016-07-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620189821.9U Active CN205382498U (en) | 2016-03-14 | 2016-03-14 | Assembled anchor rope stock frame |
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| CN (1) | CN205382498U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988326A (en) * | 2017-05-11 | 2017-07-28 | 重庆建工住宅建设有限公司 | Full precast splice type armored concrete side slope protection modular assembly and its construction method |
| CN107119698A (en) * | 2017-05-11 | 2017-09-01 | 重庆建工住宅建设有限公司 | A kind of prefabricated assembling type reinforced concrete side slope protection modular assembly and its construction method |
-
2016
- 2016-03-14 CN CN201620189821.9U patent/CN205382498U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988326A (en) * | 2017-05-11 | 2017-07-28 | 重庆建工住宅建设有限公司 | Full precast splice type armored concrete side slope protection modular assembly and its construction method |
| CN107119698A (en) * | 2017-05-11 | 2017-09-01 | 重庆建工住宅建设有限公司 | A kind of prefabricated assembling type reinforced concrete side slope protection modular assembly and its construction method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |