CN207959722U - A kind of component anchorage of civil construction project - Google Patents
A kind of component anchorage of civil construction project Download PDFInfo
- Publication number
- CN207959722U CN207959722U CN201820370061.0U CN201820370061U CN207959722U CN 207959722 U CN207959722 U CN 207959722U CN 201820370061 U CN201820370061 U CN 201820370061U CN 207959722 U CN207959722 U CN 207959722U
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- China
- Prior art keywords
- backing plate
- anchor ring
- sub
- folder piece
- perforation
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Abstract
The utility model is related to the component anchorages of technical field of civil engineering more particularly to a kind of civil construction project, including：Spiral bar, backing plate, anchor ring, sub-folder piece and main folder piece；The left end in backing plate is arranged in the boss, and boss is an integral structure setting with backing plate；The backing plate hole is arranged in the inside of backing plate, and backing plate hole is connected with backing plate by perforation mode；The anchor ring is arranged on the right side of backing plate, and anchor ring is connected with backing plate by snap fit；The sub-folder piece is located at the inner right side of anchor ring, and sub-folder piece is connected with anchor ring by embedded mode；The inner right side in anchor ring is arranged in the main folder piece, and main folder piece is connected with anchor ring by embedded mode, the utility model passes through to the improvement in structure, and combine the prior art, have the advantages that reliable operation, structure are superior, easy for installation, to solve the problems, such as existing apparatus and deficiency, with the purpose of more practicability.
Description
Technical field
The utility model is related to the component anchorages of technical field of civil engineering more particularly to a kind of civil construction project.
Background technology
Anchorage is permanent anchor used in prestressed concrete, is in post stretching structure or component, to protect
It holds the pulling force of presstressed reinforcing steel and passes it to the anchoring tool of inside concrete, also referred to as prestressed anchor, with science
The progress of technology, prestressing technique also continues to develop and maturation, and application field is increasingly extensive, in the prior art common post-tensioning
Method prestressing technique also gradually exposes the defect that many such as components are heavy, installation is inconvenient, antiseptic property is poor, monitor difficulty,
The further genralrlization of prestressing technique is hampered, the construction quality and service life of application field are also directly affected.
It makes discovery from observation, that there are structures is single for the component anchorage technical field of existing civil construction project, component is stupid
The problem of heavy, difficult to install etc. brings certain difficulty in actual operating process, then, how to provide a kind of work
Reliably, structure is superior, component anchorage of civil construction project easy for installation, becomes the important topic for needing to solve at present.
In view of this, the present inventor adheres to the relevant design concept of the sector and practical operation experience, and to the prior art
Missing is studied improvement, provides that a kind of reliable operation, structure be superior, component anchorage of civil construction project easy for installation,
It is allowed to the more purpose with practicability.
Utility model content
The purpose of this utility model is to provide a kind of component anchorages of civil construction project, to solve above-mentioned background technology
The problem and deficiency that the structure of middle proposition is single, component is heavy, difficult to install.
The purpose of this utility model and effect are reached by technical solution in detail below：
A kind of component anchorage of civil construction project, including：Boss, engaging slot, main folder film perforation, spiral bar, adds backing plate hole
Strengthening tendons, backing plate, mounting hole, anchor ring, sub-folder film perforation, sub-folder piece, main folder piece and clipper through hole；The boss is arranged on a left side for backing plate
End, and boss is an integral structure setting with backing plate；The reinforcing rib is located at the left end of backing plate, and reinforcing rib is integrated with backing plate
Formula structure setting；The backing plate hole is arranged in the inside of backing plate, and backing plate hole is connected with backing plate by perforation mode；The card
The right side that slot is located at backing plate is closed, and engaging slot is an integral structure setting with backing plate；The mounting hole is located at the inside of backing plate, and
Mounting hole is connected with backing plate by perforation mode；The anchor ring is arranged on the right side of backing plate, and anchor ring passes through with backing plate and engages
Mode is connected；The main folder film perforation is located at the inside of anchor ring, and main folder film perforation is connected with anchor ring by perforation mode；It is described
Sub-folder film perforation is arranged in the inside of anchor ring, and sub-folder film perforation is connected with anchor ring by perforation mode；The sub-folder piece is located at anchor
The inner right side of ring, and sub-folder piece is connected with anchor ring by embedded mode；The inner right side in anchor ring is arranged in the main folder piece,
And main folder piece is connected with anchor ring by embedded mode；The clipper through hole is located at the inside of sub-folder piece and main folder piece, and intermediate plate
Through-hole is connected with sub-folder piece and main folder piece by perforation mode.
As advanced optimizing for the technical program, spiral shell described in a kind of component anchorage of civil construction project of the utility model
Muscle axis side structure in the shape of a spiral is revolved, and spiral bar has one group for solid structure setting.
As advanced optimizing for the technical program, padded described in a kind of component anchorage of civil construction project of the utility model
Plate main view is in T-shaped structure, and the reinforcing rib of four groups of circular array shapes setting is provided on the left of backing plate.
As advanced optimizing for the technical program, anchor described in a kind of component anchorage of civil construction project of the utility model
The cylindrical structure in annulate shaft side, and have the sub-folder film perforation in array-like structure setting inside anchor ring.
It is secondary described in a kind of component anchorage of civil construction project of the utility model as advanced optimizing for the technical program
Intermediate plate axis side structure in a circular table shape, and have the clipper through hole in perforation shape setting inside sub-folder piece.
It is main described in a kind of component anchorage of civil construction project of the utility model as advanced optimizing for the technical program
The trapezoidal shape structure of intermediate plate main view, and main folder piece is that monolithic construction is provided with one group.
Due to the application of the above technical scheme, the utility model has following advantages compared with prior art：
1, the utility model is by spiral bar axis side structure in the shape of a spiral, and to be solid structure setting have one to spiral bar
Group, spiral bar and backing plate, which match work, can increase the pulling force of presstressed reinforcing steel so that present apparatus reliable operation has enhancing pre-
The advantages of prestressed concrete functional reliability.
2, the utility model is in T-shaped structure by backing plate main view, and is provided with four groups of circular array shapes on the left of backing plate
The setting of the reinforcing rib of setting, backing plate left side reinforcing rib so that backing plate is durable, and the mounting hole on right side facilitates anchor ring and pad
The cooperation of plate.
3, the utility model is by the cylindrical structure in anchor ring axis side, and has the pair in array-like structure setting inside anchor ring
Intermediate plate hole, the main folder film perforation that anchor ring centre is arranged is for installing main folder piece, and the sub-folder film perforation in outside is for installing sub-folder piece, relatively
Traditional anchorage can make anchor ring generate additional prestressing force, extend anchorage service life.
4, the utility model through the above structure on improvement, have that reliable operation, structure be superior, advantage of convenient mounting,
To the problem of effective solution existing apparatus and deficiency.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the spiral bar axis side structure schematic diagram of the utility model；
Fig. 3 is the backing plate axis side structure schematic diagram of the utility model；
Fig. 4 is the anchor ring axis side structure schematic diagram of the utility model；
Fig. 5 is the main folder piece and sub-folder bobbin side structure schematic diagram of the utility model.
In figure：Boss 1, backing plate hole 2, engaging slot 3, main folder film perforation 4, spiral bar 5, reinforcing rib 6, backing plate 7, mounting hole 8, anchor
Ring 9, sub-folder film perforation 10, sub-folder piece 11, main folder piece 12, clipper through hole 13.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
It please refers to Fig.1 to Fig. 5, the utility model provides a kind of technical solution：
A kind of component anchorage of civil construction project, including：Boss 1, backing plate hole 2, engaging slot 3, main folder film perforation 4, spiral
Muscle 5, reinforcing rib 6, backing plate 7, mounting hole 8, anchor ring 9, sub-folder film perforation 10, sub-folder piece 11, main folder piece 12 and clipper through hole 13；Boss
1 is arranged the left end in backing plate 7, and boss 1 is an integral structure setting with backing plate 7；Reinforcing rib 6 is located at the left end of backing plate 7, and adds
Strengthening tendons 6 are an integral structure setting with backing plate 7；Backing plate hole 2 is arranged in the inside of backing plate 7, and backing plate hole 2 with backing plate 7 by passing through
Logical mode is connected；Engaging slot 3 is located at the right side of backing plate 7, and engaging slot 3 is an integral structure setting with backing plate 7；Mounting hole 8
Positioned at the inside of backing plate 7, and mounting hole 8 is connected with backing plate 7 by perforation mode；Anchor ring 9 is arranged on the right side of backing plate 7, and
Anchor ring 9 is connected with backing plate 7 by snap fit；Main folder film perforation 4 is located at the inside of anchor ring 9, and main folder film perforation 4 and anchor ring 9 are logical
Perforation mode is crossed to be connected；Sub-folder film perforation 10 is arranged in the inside of anchor ring 9, and sub-folder film perforation 10 and anchor ring 9 are by way of perforation
It is connected；Sub-folder piece 11 is located at the inner right side of anchor ring 9, and sub-folder piece 11 is connected with anchor ring 9 by embedded mode；Main folder piece
12 are arranged the inner right side in anchor ring 9, and main folder piece 12 is connected with anchor ring 9 by embedded mode；Clipper through hole 13 is located at pair
The inside of intermediate plate 11 and main folder piece 12, and clipper through hole 13 is connected with sub-folder piece 11 and main folder piece 12 by perforation mode.
Specifically, 5 axis side of spiral bar structure in the shape of a spiral, and to be solid structure setting have one group to spiral bar 5, spiral bar
5 and backing plate 7 match work and can increase the pulling force of presstressed reinforcing steel so that present apparatus reliable operation has enhancing prestressing force mixed
The advantages of solidifying soil functional reliability.
Specifically, 7 main view of backing plate is in T-shaped structure, and the left side of backing plate 7 be provided with four groups of circular array shapes settings plus
The setting of strengthening tendons 6,7 left side reinforcing rib 6 of backing plate makes backing plate 7 durable, and the mounting hole 8 on right side facilitates anchor ring 9 and backing plate 7
Cooperation.
Specifically, the 9 cylindrical structure in axis side of anchor ring, and have the sub-folder film perforation in array-like structure setting inside anchor ring 9
10, the main folder film perforation 4 that 9 centre of anchor ring is arranged is used to install sub-folder piece 11 for installing main folder piece 12, the sub-folder film perforation 10 in outside,
Relatively traditional anchorage can make anchor ring 9 generate additional prestressing force, extend anchorage service life.
Specifically, 11 axis side structure in a circular table shape of sub-folder piece, and have the intermediate plate in perforation shape setting logical inside sub-folder piece 11
Hole 13, sub-folder piece 11 provide main pulling force for the present apparatus, and since the present apparatus is permanent anchor, round table-like setting makes
It is solid durable after the insertion anchor ring of sub-folder piece 11.
Specifically, the trapezoidal shape structure of 12 main view of main folder piece, and main folder piece 12 is that monolithic construction is provided with one group, main folder
It is larger that 12 size of piece compares sub-folder piece 11, and first time stress point is provided for device.
Specifically used method and effect：
When using the device, steel strand wires are sequentially passed through into clipper through hole 13, anchor ring 9, backing plate 7 and spiral bar 5, by main folder piece
12 and sub-folder piece 11 be embedded into anchor ring 9, anchor ring 9 snap-fits into engaging slot 3,5 fitting of spiral bar into boss 1, present apparatus setting
Sub-folder piece 11 and main folder piece 12 being capable of the different steel strand wires of fitting intensity so that anchorage stress has hierarchy, has work can
It leans on, advantage with long service life.
In summary：A kind of component anchorage of civil construction project, passes through spiral bar axis side structure, and spiral shell in the shape of a spiral
Rotation muscle, which is solid structure setting, one group, and spiral bar and backing plate, which match work, can increase the pulling force of presstressed reinforcing steel so that
Present apparatus reliable operation has the advantages that enhance prestressed concrete functional reliability；It is in T-shaped structure by backing plate main view,
And the reinforcing rib of four groups of circular array shapes setting is provided on the left of backing plate, the setting of backing plate left side reinforcing rib so that backing plate is solid
Durable, the mounting hole on right side facilitates the cooperation of anchor ring and backing plate；By the cylindrical structure in anchor ring axis side, and have inside anchor ring
In the sub-folder film perforation of array-like structure setting, the main folder film perforation being arranged among anchor ring is for installing main folder piece, the sub-folder piece in outside
For installing sub-folder piece, relatively traditional anchorage can make anchor ring generate additional prestressing force, extend anchorage service life, solve in hole
The problem that structure of having determined is single, component is heavy, difficult to install.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of component anchorage of civil construction project, including：Boss (1), backing plate hole (2), engaging slot (3), main folder film perforation
(4), spiral bar (5), reinforcing rib (6), backing plate (7), mounting hole (8), anchor ring (9), sub-folder film perforation (10), sub-folder piece (11), master
Intermediate plate (12) and clipper through hole (13)；It is characterized in that：The boss (1) setting backing plate (7) left end, and boss (1) with
Backing plate (7) is an integral structure setting；The reinforcing rib (6) is located at the left end of backing plate (7), and reinforcing rib (6) is with backing plate (7)
Integral structure is arranged；Backing plate hole (2) setting is in the inside of backing plate (7), and backing plate hole (2) pass through perforation with backing plate (7)
Mode is connected；The engaging slot (3) is located at the right side of backing plate (7), and engaging slot (3) is an integral structure with backing plate (7) and sets
It sets；The mounting hole (8) is located at the inside of backing plate (7), and mounting hole (8) is connected with backing plate (7) by perforation mode；It is described
Anchor ring (9) is arranged on the right side of backing plate (7), and anchor ring (9) is connected with backing plate (7) by snap fit；The main folder film perforation
(4) it is located at the inside of anchor ring (9), and main folder film perforation (4) is connected with anchor ring (9) by perforation mode；The sub-folder film perforation
(10) it is arranged in the inside of anchor ring (9), and sub-folder film perforation (10) is connected with anchor ring (9) by perforation mode；The sub-folder piece
(11) it is located at the inner right side of anchor ring (9), and sub-folder piece (11) is connected with anchor ring (9) by embedded mode；The main folder piece
(12) inner right side in anchor ring (9) is set, and main folder piece (12) is connected with anchor ring (9) by embedded mode；The intermediate plate
Through-hole (13) is located at the inside of sub-folder piece (11) and main folder piece (12), and clipper through hole (13) and sub-folder piece (11) and main folder piece
(12) it is connected by perforation mode.
2. a kind of component anchorage of civil construction project according to claim 1, it is characterised in that：The spiral bar (5)
Axis side structure in the shape of a spiral, and to be solid structure setting have one group to spiral bar (5).
3. a kind of component anchorage of civil construction project according to claim 1, it is characterised in that：The backing plate (7) is main
Reinforcing rib (6) depending on being provided with the setting of four groups of circular array shapes in T-shaped structure, and on the left of backing plate (7).
4. a kind of component anchorage of civil construction project according to claim 1, it is characterised in that：Anchor ring (9) axis
The cylindrical structure in side, and have the sub-folder film perforation (10) in array-like structure setting inside anchor ring (9).
5. a kind of component anchorage of civil construction project according to claim 1, it is characterised in that：The sub-folder piece (11)
Axis side structure in a circular table shape, and have the clipper through hole (13) in perforation shape setting inside sub-folder piece (11).
6. a kind of component anchorage of civil construction project according to claim 1, it is characterised in that：The main folder piece (12)
The trapezoidal shape structure of main view, and main folder piece (12) is that monolithic construction is provided with one group.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820370061.0U CN207959722U (en) | 2018-03-13 | 2018-03-13 | A kind of component anchorage of civil construction project |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820370061.0U CN207959722U (en) | 2018-03-13 | 2018-03-13 | A kind of component anchorage of civil construction project |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207959722U true CN207959722U (en) | 2018-10-12 |
Family
ID=63743792
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820370061.0U Expired - Fee Related CN207959722U (en) | 2018-03-13 | 2018-03-13 | A kind of component anchorage of civil construction project |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207959722U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| USD924668S1 (en) | 2020-08-18 | 2021-07-13 | Ronald Max Lee Brenizer, Jr. | Screw anchor |
-
2018
- 2018-03-13 CN CN201820370061.0U patent/CN207959722U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| USD924668S1 (en) | 2020-08-18 | 2021-07-13 | Ronald Max Lee Brenizer, Jr. | Screw anchor |
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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: 20181012 Termination date: 20190313 |