CN207277334U - Anchorage for anchor cable tensioning again of failing - Google Patents
Anchorage for anchor cable tensioning again of failing Download PDFInfo
- Publication number
- CN207277334U CN207277334U CN201721292374.0U CN201721292374U CN207277334U CN 207277334 U CN207277334 U CN 207277334U CN 201721292374 U CN201721292374 U CN 201721292374U CN 207277334 U CN207277334 U CN 207277334U
- Authority
- CN
- China
- Prior art keywords
- anchorage
- round platform
- anchor cable
- steel plate
- failing
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 27
- 239000010959 steel Substances 0.000 claims abstract description 27
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 3
- 229910052799 carbon Inorganic materials 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of anchorage for the anchor cable tensioning again that is used to failing, this anchorage includes steel plate body, the steel plate body both sides, which are respectively separated, opens up two the first round platform holes, it is respectively separated in the middle part of the steel plate body and opens up four the second round platform holes, the size circular direction of first round platform hole is opposite with the size circular direction of the second round platform hole.This anchorage realizes the two times tensioning for the anchor cable that failed, its is simple in structure, easy to make, effectively ensure that the security of deep foundation pit construction operation.
Description
Technical field
It the utility model is related to a kind of anchorage for the anchor cable tensioning again that is used to failing.
Background technology
As urban construction is fast-developing, rise sheer from level ground with many high-rise buildings, and various deep basal pits are super
The basis of high-building construction.Deep foundation pit supporting structure is being protected mostly by the way of support pile adds waist rail anchor cable to fasten at present
Construction space has effectively been saved on the premise of card deep basal pit safe construction.It is but inevitable indivedual during earth excavation
Anchor cable can be damaged, and seriously affect the safe construction of deep basal pit.Therefore in order to ensure the safety of deep basal pit, it is necessary to tensioning anchor again
Rope, however, the anchor cable majority after damage cannot penetrate anchorage again, can not realize tensioning.
The content of the invention
Technical problem to be solved in the utility model is to provide a kind of anchorage for the anchor cable tensioning again that is used to failing, this anchor
Tool realizes the two times tensioning for the anchor cable that failed, its is simple in structure, easy to make, effectively ensure that the safety of deep foundation pit construction operation
Property.
In order to solve the above technical problems, the utility model is used to failing, the anchorage of anchor cable tensioning again includes steel plate body,
The steel plate body both sides, which are respectively separated, opens up two the first round platform holes, is respectively separated in the middle part of the steel plate body and opens up four the
Two round platform holes, the size circular direction of first round platform hole are opposite with the size circular direction of the second round platform hole.
Further, the axis of great circle of first round platform hole is 30mm, and the axis of great circle of second round platform hole is 35mm.
Further, the steel plate body is 45# carbon constructional quality steel steel plates.
Since the utility model be used to failing anchorage of anchor cable tensioning again employs above-mentioned technical proposal, i.e. this anchorage bag
Steel plate body is included, the steel plate body both sides, which are respectively separated, opens up two the first round platform holes, in the middle part of the steel plate body between difference
Separate and set four the second round platform holes, the size circular direction of first round platform hole is opposite with the size circular direction of the second round platform hole.
This anchorage realizes the two times tensioning for the anchor cable that failed, its is simple in structure, easy to make, effectively ensure that deep foundation pit construction operation
Security.
Brief description of the drawings
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings：
Fig. 1 is that the utility model is used to failing the anchorage front schematic view of anchor cable tensioning again；
Fig. 2 is that the utility model is used to failing the anchorage schematic rear view of anchor cable tensioning again；
Fig. 3 is the schematic diagram that anchor cable is damaged using this anchorage again tensioning.
Embodiment
As depicted in figs. 1 and 2, the utility model be used to failing anchorage of anchor cable tensioning again includes steel plate body to embodiment
1,1 both sides of steel plate body, which are respectively separated, opens up two the first round platform holes 2, and the middle part of steel plate body 1, which is respectively separated, to be opened up
Four the second round platform holes 3, the size circular direction of first round platform hole 2 are opposite with the size circular direction of the second round platform hole 3.
Preferably, the axis of great circle of first round platform hole 2 is 30mm, and the axis of great circle of second round platform hole 3 is
35mm。
Preferably, the steel plate body 1 is 45# carbon constructional quality steel steel plates.
As shown in figure 3, when failing anchor cable tensioning again, pull down the anchor cable damaged and wipe out broken end, deep basal pit 4
The outside of support pile 5 parallels 6 is set, this anchorage 7 is placed between the basis 41 of 4 side slope of parallels 6 and deep basal pit, former anchor cable 8 from
The big round mouth of second round platform hole of this anchorage 7 penetrates and is fixed on this anchorage 7 by intermediate plate, using four steel strand wires 9 around pad
Iron 6 and one end penetrate the big round mouth of first round platform hole of this anchorage 7 and are fixed on this anchorage 7, four steel strand wires 9 by intermediate plate
The other end tensioning is carried out against parallels 6 using jack and makes the uniform force of four steel strand wires 9, until former anchor cable 8 recovers
Tension force, completes the two times tensioning of failure anchor cable.
Claims (3)
- A kind of 1. anchorage for the anchor cable tensioning again that is used to failing, it is characterised in that：This anchorage includes steel plate body, the steel plate sheet Body both sides, which are respectively separated, opens up two the first round platform holes, is respectively separated in the middle part of the steel plate body and opens up four the second round platform holes, The size circular direction of first round platform hole is opposite with the size circular direction of the second round platform hole.
- 2. the anchorage of the anchor cable tensioning again according to claim 1 that is used to failing, it is characterised in that：First round platform hole Axis of great circle be 30mm, the axis of great circle of second round platform hole is 35mm.
- 3. the anchorage of the anchor cable tensioning again according to claim 1 or 2 that is used to failing, it is characterised in that：The steel plate sheet Body is 45# carbon constructional quality steel steel plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721292374.0U CN207277334U (en) | 2017-10-09 | 2017-10-09 | Anchorage for anchor cable tensioning again of failing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721292374.0U CN207277334U (en) | 2017-10-09 | 2017-10-09 | Anchorage for anchor cable tensioning again of failing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207277334U true CN207277334U (en) | 2018-04-27 |
Family
ID=61988731
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721292374.0U Expired - Fee Related CN207277334U (en) | 2017-10-09 | 2017-10-09 | Anchorage for anchor cable tensioning again of failing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207277334U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560565A (en) * | 2018-06-07 | 2018-09-21 | 四川志德岩土工程有限责任公司 | A kind of anchor cable two times tensioning anchorage and anchor cable two times tensioning device |
-
2017
- 2017-10-09 CN CN201721292374.0U patent/CN207277334U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560565A (en) * | 2018-06-07 | 2018-09-21 | 四川志德岩土工程有限责任公司 | A kind of anchor cable two times tensioning anchorage and anchor cable two times tensioning device |
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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 |
Granted publication date: 20180427 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |