CN206394819U - A kind of low temperature resistant prestressed steel bar anchoring assembly of high-strength and high ductility - Google Patents
A kind of low temperature resistant prestressed steel bar anchoring assembly of high-strength and high ductility Download PDFInfo
- Publication number
- CN206394819U CN206394819U CN201621269169.8U CN201621269169U CN206394819U CN 206394819 U CN206394819 U CN 206394819U CN 201621269169 U CN201621269169 U CN 201621269169U CN 206394819 U CN206394819 U CN 206394819U
- Authority
- CN
- China
- Prior art keywords
- lock device
- damage tolerant
- steel bar
- clamp
- locking
- 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.)
- Expired - Fee Related
Links
Landscapes
- Clamps And Clips (AREA)
Abstract
The utility model discloses a kind of low temperature resistant prestressed steel bar anchoring assembly of high-strength and high ductility, its structure presss from both sides device of locking including transmission device rotation clamp, damage tolerant control lock device, middle dynamic formula set, bottom position, the dynamic device rotation clamp is connected with damage tolerant control lock device, the damage tolerant control lock device is connected with middle dynamic formula set, the middle dynamic formula set is connected with bottom and presss from both sides device of locking, and the transmission device rotation clamp includes short folder irregular body, middle part irregular body, length and presss from both sides irregular body.The beneficial effects of the utility model are the chemically-planted steel bar and screw rod for meeting anchorage depth requirement, and 8 degree of tension can should be not more than in seismic fortification intensity.
Description
Technical field
The utility model is a kind of low temperature resistant prestressed steel bar anchoring assembly of high-strength and high ductility, belongs to anchoring assembly field.
Background technology
Anchor is that ship fixes ship when berthing, and is allowed to the instrument that can not float.General Bower Anchor sets on the bow both sides, piggy-back anchor
Set on the quarter.Ancient times initial anchor is often one block of stone or fills the basket basket of stone, had wooden pawl killagh later, that is, exists
Wooden pawl is fastened in stone both sides, ship is berthed by weight and grip.
Prior art discloses a kind of cathode steel bar used for aluminium electrolysis of application number 201220377960.6, by cathode steel bar window
The cross section of portion and cathode steel bar body composition, cathode steel bar window portion and cathode steel bar body is all rectangle, cathode steel bar
The equal length of the cross section of window portion and cathode steel bar body, the width of cathode steel bar body cross-section is than cathode steel bar window
The width of cross section is wide.The width of the cross section of cathode steel bar window portion is 65mm, the width of the cross section of cathode steel bar body
Spend for 70~90mm.Cathode steel bar window portion and cathode steel bar body are integral.The utility model is simple in construction, making side
Just, cost is low, and conductive cross-sectional area is changed by the thickness for changing cathode steel bar, reduces rod iron resistance, adds electric conductivity,
Save energy consumption.Existing anchoring assembly can not meet the chemically-planted steel bar and screw rod of anchorage depth requirement, it is impossible to can should be in antidetonation
Fortification intensity is not more than 8 degree of tension.
Utility model content
In view of the deficienciess of the prior art, the utility model purpose is to provide a kind of low temperature resistant prestress steel of high-strength and high ductility
Rod anchoring assembly, can not meet the chemically-planted steel bar and screw rod of anchorage depth requirement, it is impossible to can answer to solve existing anchoring assembly
The problem of seismic fortification intensity is not more than 8 degree of tension.
To achieve these goals, the utility model is to realize by the following technical solutions：A kind of high-strength and high ductility is resistance to
Low temperature prestressed steel bar anchoring assembly, its structure includes transmission device rotation clamp, damage tolerant control lock device, middle dynamic formula set, bottom
Position folder is locked device, and the dynamic device rotation clamp is connected with damage tolerant control lock device, during the damage tolerant control lock device is connected with
Dynamic formula set, the middle dynamic formula set is connected with bottom position and presss from both sides device of locking, and it is irregular that the transmission device rotation clamp includes short folder
Body, middle part irregular body, long folder irregular body, described short folder irregular body one end are connected with middle part irregular body one end, described
The middle part irregular body other end is connected with long folder irregular body, the damage tolerant control lock device include damage tolerant side's frame, SMIS mobilizer,
White device is rotated, the damage tolerant side, which is set up, SMIS mobilizer, damage tolerant side's frame is connected with the white device of rotation by SMIS mobilizer,
The middle dynamic formula set includes top support body, middle level side's clamp, bottom support body, and the top support body is connected with middle level by glue
Square clamp, middle level side's clamp is connected with bottom support body by glue, and the bottom position, which presss from both sides device of locking, to include neutral core bar, lock
Device, middle lock device, lower lock device, the neutral core bar are connected with middle lock device through lock device, middle lock device, lower lock device, the device of locking,
The middle lock device is connected with lower lock device.
Further, the control bar core that damages is through damage tolerant side's frame, SMIS mobilizer, the white device of rotation.
Further, the dynamic device rotation clamp is connected with damage tolerant control lock device by core device.
Further, the middle part irregular body is provided with and scrapes body.
The beneficial effects of the utility model are the chemically-planted steel bar and screw rod for meeting anchorage depth requirement, should can be set in antidetonation
Anti- earthquake intensity is not more than 8 degree of tension.
Brief description of the drawings
By reading the detailed description made with reference to the following drawings to non-limiting example, other spies of the present utility model
Levy, objects and advantages will become more apparent upon：
Fig. 1 is a kind of structural representation of the low temperature resistant prestressed steel bar anchoring assembly of high-strength and high ductility of the utility model；
Fig. 2 is the structural representation that the utility model damages control bar core；
In figure：Transmission device rotation clamp -1, damage tolerant control lock device -2, middle dynamic formula set -3, bottom position folder are locked device -4, short
Folder irregular body -5, middle part irregular body -6, long folder irregular body -7, damage tolerant side's frame -8, SMIS mobilizer -9, the white device of rotation -
10th, top support body -11, middle level side's clamp -12, bottom support body -13, neutral core bar -14, device -15 of locking, middle lock device -16, lower lock
Device -17, damage control bar core -18, core device -19, scrape body -20.
Embodiment
To be easy to understand technological means, creation characteristic, reached purpose and effect of the utility model realization, below
With reference to embodiment, the utility model is expanded on further.
Fig. 1 and Fig. 2 are referred to, the utility model provides a kind of technical scheme：Its structure includes transmission device and rotates clamp
1st, damage tolerant control lock device 2, middle dynamic formula set 3, bottom position press from both sides device 4 of locking, and the dynamic device rotation clamp 1 is connected with damage tolerant control lock
Device 2, the damage tolerant control lock device 2 is connected with middle dynamic formula set 3, and the middle dynamic formula set 3 is connected with bottom position and presss from both sides device of locking
4, the transmission device rotation clamp 1 includes short folder irregular body 5, middle part irregular body 6, long folder irregular body 7, the short folder
The one end of irregular body 5 is connected with middle part one end of irregular body 6, and it is irregular that the other end of middle part irregular body 6 is connected with long folder
Body 7, the damage tolerant control lock device 2 includes damage tolerant side's frame 8, SMIS mobilizer 9, white device 10 is rotated, during damage tolerant side's frame 8 is provided with
Core mobilizer 9, damage tolerant side's frame 8 is connected with the white device 10 of rotation by SMIS mobilizer 9, and the middle dynamic formula set 3 includes upper
Square support body 11, middle level side's clamp 12, bottom support body 13, the top support body 11 are connected with middle level side's clamp 12, institute by glue
State middle level side's clamp 12 and bottom support body 13 is connected with by glue, the bottom position, which presss from both sides device 4 of locking, includes neutral core bar 14, device of locking
15th, middle lock device 16, lower lock device 17, the neutral core bar 14 is through device 15 of locking, middle lock device 16, lower lock device 17, the device of locking
15 are connected with middle lock device 16, and the middle lock device 16 is connected with lower lock device 17, and the control bar core 18 that damages runs through damage tolerant side's frame 8, SMIS
Mobilizer 9, the white device 10 of rotation, the dynamic device rotation clamp 1 are connected with damage tolerant control lock device 2, the middle part by core device 19
Irregular body 6 is provided with and scrapes body 20.The beneficial effects of the utility model are the chemically-planted steel bar and screw rod for meeting anchorage depth requirement,
It can should be not more than 8 degree of tension in seismic fortification intensity.
Carrying out in use, being pre-set meeting requirement of strength design to anchoring, base material should ensure that smooth, heavily fortified point
In fact, ensure the bearing capacity of anchoring without greasy dirt, middle dynamic formula set and required position snapping rotary actuator are rotated into clamp, it is real
Existing operation.
General principle of the present utility model and principal character and advantage of the present utility model has been shown and described above, for
For those skilled in the art, it is clear that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and without departing substantially from this
In the case of the spirit or essential attributes of utility model, the utility model can be realized in other specific forms.Therefore, no matter
From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, scope of the present utility model is by institute
Attached claim rather than described above are limited, it is intended that will fall in the implication and scope of the equivalency of claim
All changes are included in the utility model.Any reference in claim should not be considered as to the right involved by limitation
It is required that.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art should
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It may be appreciated other embodiment.
Claims (4)
1. a kind of low temperature resistant prestressed steel bar anchoring assembly of high-strength and high ductility, it is characterised in that：Its structure rotates including transmission device
Clamp (1), damage tolerant control lock device (2), middle dynamic formula set (3), bottom position press from both sides device (4) of locking, and the dynamic device rotation clamp (1) is even
Damage tolerant control lock device (2) is connected to, the damage tolerant control lock device (2) is connected with middle dynamic formula set (3), the middle dynamic formula set
(3) it is connected with bottom position and presss from both sides device (4) of locking, the transmission device rotation clamp (1) includes short folder irregular body (5), middle part and do not advised
Then body (6), length press from both sides irregular body (7), and described short folder irregular body (5) one end is connected with middle part irregular body (6) one end, described
Middle part irregular body (6) other end is connected with long folder irregular body (7), and the damage tolerant control lock device (2) includes damage tolerant side's frame
(8), SMIS mobilizer (9), the white device (10) of rotation, damage tolerant side's frame (8) are provided with SMIS mobilizer (9), damage tolerant side's frame
(8) the white device (10) of rotation is connected with by SMIS mobilizer (9), the middle dynamic formula set (3) includes top support body (11), middle level
Square clamp (12), bottom support body (13), the top support body (11) are connected with middle level side's clamp (12), the middle level by glue
Square clamp (12) is connected with bottom support body (13) by glue, and the bottom position, which presss from both sides device (4) of locking, to include neutral core bar (14), lock
Device (15), middle lock device (16), lower lock device (17), the neutral core bar (14) is through device (15) of locking, middle lock device (16), lower lock device
(17), the device of locking (15) is connected with middle lock device (16), and the middle lock device (16) is connected with lower lock device (17).
2. the low temperature resistant prestressed steel bar anchoring assembly of a kind of high-strength and high ductility according to claim 1, it is characterised in that：It is described
Control bar core (18) is damaged through damage tolerant side's frame (8), SMIS mobilizer (9), the white device (10) of rotation.
3. the low temperature resistant prestressed steel bar anchoring assembly of a kind of high-strength and high ductility according to claim 1, it is characterised in that：It is described
Dynamic device rotation clamp (1) is connected with damage tolerant control lock device (2) by core device (19).
4. the low temperature resistant prestressed steel bar anchoring assembly of a kind of high-strength and high ductility according to claim 1, is characterised by：In described
Portion's irregular body (6) is provided with and scrapes body (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621269169.8U CN206394819U (en) | 2016-11-21 | 2016-11-21 | A kind of low temperature resistant prestressed steel bar anchoring assembly of high-strength and high ductility |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621269169.8U CN206394819U (en) | 2016-11-21 | 2016-11-21 | A kind of low temperature resistant prestressed steel bar anchoring assembly of high-strength and high ductility |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206394819U true CN206394819U (en) | 2017-08-11 |
Family
ID=59509088
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621269169.8U Expired - Fee Related CN206394819U (en) | 2016-11-21 | 2016-11-21 | A kind of low temperature resistant prestressed steel bar anchoring assembly of high-strength and high ductility |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206394819U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677215A (en) * | 2018-07-12 | 2018-10-19 | 山西双宇新能源有限公司 | A kind of anode conducting device and its manufacturing method of bar planting die cast |
-
2016
- 2016-11-21 CN CN201621269169.8U patent/CN206394819U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677215A (en) * | 2018-07-12 | 2018-10-19 | 山西双宇新能源有限公司 | A kind of anode conducting device and its manufacturing method of bar planting die cast |
| CN108677215B (en) * | 2018-07-12 | 2023-09-08 | 山西双宇新能源有限公司 | Anode conductive device for reinforcing bar die casting and its manufacturing method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201254768Y (en) | Net bamboo reinforcement rammed earth wall | |
| CN206394819U (en) | A kind of low temperature resistant prestressed steel bar anchoring assembly of high-strength and high ductility | |
| CN205444152U (en) | Geotechnique's check room is with bee check stabilising arrangement | |
| CN203699694U (en) | Bearing cable or wind-cable pre-stress anchoring device for cable crane | |
| CN205203350U (en) | Little truss sandwich structure of resistance to compression | |
| Patra et al. | Uplift capacity of pile groups in sand | |
| CN207934488U (en) | A kind of Core Walls Structure bottom ruggedized construction | |
| CN207597235U (en) | A kind of cable-stayed type bridge earthquake resistance component | |
| CN206408632U (en) | Foundation pit supporting construction for unilateral reinforcing side slope | |
| US2556279A (en) | Anchor | |
| CN205604449U (en) | Novel adjustable angle steel structure | |
| CN205022814U (en) | Assembled gravity anchor | |
| CN206408834U (en) | Co-layer draining Beams with Large Openings | |
| CN206888340U (en) | A kind of steam pressurized sheet material of crack resistance type | |
| CN206015677U (en) | A kind of anchor pole is to medium-height trestle | |
| CN207935746U (en) | A kind of stainless steel channel steel | |
| CN211596653U (en) | Hydraulic engineering slope net device | |
| CN207904948U (en) | A kind of support board structure of raft foundation bottom | |
| CN206090559U (en) | Y -shaped earth anchor | |
| CN205742675U (en) | A kind of pipe arrangement steam-pressing aero-concrete floor | |
| CN217232251U (en) | Bar planting embedded part | |
| CN204298266U (en) | One is anticorrosion boils black steel fiber | |
| CN207332027U (en) | Two-sided diagonal rib buckling and energy consumption preventing steel plate wall | |
| CN201593265U (en) | Concrete filling block | |
| CN207959670U (en) | A kind of water-proof sintering hollow brick with anti-skid chequer |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170811 Termination date: 20171121 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |