CN205152950U - Anchor rope supporting body is retrieved to pressure dispersion U type - Google Patents

Anchor rope supporting body is retrieved to pressure dispersion U type Download PDF

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Publication number
CN205152950U
CN205152950U CN201520926121.9U CN201520926121U CN205152950U CN 205152950 U CN205152950 U CN 205152950U CN 201520926121 U CN201520926121 U CN 201520926121U CN 205152950 U CN205152950 U CN 205152950U
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China
Prior art keywords
loaded plate
face
supporting body
fixed head
groove
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CN201520926121.9U
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Chinese (zh)
Inventor
林振德
陈云彬
陈泱
黄清祥
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China Jingye Engineering Co ltdxiamen Branch
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China Jingye Engineering Co ltdxiamen Branch
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Abstract

The utility model discloses an anchor rope supporting body is retrieved to pressure dispersion U type, including two fixing bases (10) and many dowel steel (20), these each fixing base (10) all include one circular shape loading board (11) and one semicircular fixed plate (12), and this fixed plate (12) string face rigid coupling is at loading board (11) terminal surface, concave being equipped with of arcwall face of this fixed plate (12) extends to the arcwall face other end and cross -section first recess (121) for the U -shaped from arcwall face one end, this loading board (11) surface of revolution is concave to be equipped with two radial symmetry and to run through loading board (11) both ends face and second recess (111) of cross -section for the U -shaped, align with the both ends mouth of first recess (121) respectively these two second recess (111) of having one fixing base (10) in two fixing base (10) at least, these many dowel steels (20) all the rigid coupling between loading board (11) of two fixing base (10). It has following advantage: simple manufacture, atress are reasonable, construction quality guarantees easily.

Description

A kind of pressure dissipation U-shaped recovery anchor cable supporting body
Technical field
The utility model relates to anchor cable supporting body, particularly relates to a kind of pressure dissipation U-shaped recovery anchor cable supporting body.
Background technology
Prestress anchorage cable technology applies to the important means that foundation ditch, stability of slope etc. draw anchor support pattern in geotechnical engineering.Pulling force decentralized and pressure dispersing anchorage cable can be divided into by force-mechanism.Find in the stressed research of longer tension dispersed anchor cable, tension dispersed anchor cable its be stressedly presented as that front end is greatly stressed along anchor cable direction, the stressed little uneven distribution in rear end, be therefore generally applicable to pulling capacity require less, do not consider the support engineering that steel strand reclaim.Pressure dispersing anchorage cable, on the one hand due to stress unit is uniformly distributed in different depth soil layer, stressed more rational, by multiple unit combination, thus improve anchor cable pulling capacity; On the other hand because all parts of the country require to adopt removable core Anchor Cable Technique to the supporting of anchor cable exceedingly popular line successively, all adopt based on pressure dispersing anchorage cable based on current removable core Anchor Cable Technique, therefore the application of pressure dispersing anchorage cable gets more and more.
Pressure anchor wire generally adopts non-bending steel cable or takes quarantine measures to bonding steel strand, tension of steel strand is converted into the pressure to bearing plate front end supporting body by anchor head bearing plate, by the frictional resistance of injecting cement paste and hole wall surrounding soil, this pressure is transmitted in the soil body again, thus realizes drawing function.But usually do not note full due to loaded plate rear end slurries in practical engineering application or be easily mingled with clod, cause supporting body intensity to reach little designing requirement, supporting body is damaged by pressure, thus produce larger anchor head displacement, pulling capacity declines, failure of cable.Practical Project occurs that Similar Problems is of common occurrence, different construction teams, and construction quality is uneven, and construction quality is comparatively difficult to ensure card, thus constrains the application of pressure anchor wire in Practical Project.
Utility model content
The utility model provides a kind of pressure dissipation U-shaped recovery anchor cable supporting body, which overcomes the deficiency in background technology existing for pressure anchor wire.
The technical scheme adopted that the utility model solves its technical problem is:
A kind of pressure dissipation U-shaped recovery anchor cable supporting body, comprises two holders (10) and many dowel bars (20); This each holder (10) comprises a circular loaded plate (11) and a semicircular fixed head (12), and this fixed head (12) string face is fixed in loaded plate (11) end face; The arcwall face of this fixed head (12) is arranged with and extends to the arcwall face other end from arcwall face one end and cross section is first groove (121) of U-shaped, this loaded plate (11) surface of revolution is arranged with two radial symmetric and runs through loaded plate (11) both ends of the surface and cross section is second groove (111) of U-shaped, wherein has at least the two-port of these two the second grooves (111) respectively with the first groove (121) of a holder (10) to align in two holders (10); These many dowel bars (20) are all fixed between the loaded plate (11) of two holders (10).
Among one embodiment: in these two holders (10): the two-port alignment of these two the second grooves (111) respectively with the first groove (121) of a holder (10), relative first groove (121) of these two the second grooves (111) of another holder (10) is arranged symmetrically with; First groove (121) alignment of these two holders (10).
Among one embodiment: this loaded plate (11) and fixed head (12) are all steel plate.
Among one embodiment: this dowel bar (20) is indented bars.
Among one embodiment: arrange before and after these two holders (10), the string face of this fixed head (12) is fixed in the front end face of loaded plate (11); This dowel bar (20) front end is fixed in the rear end face that is positioned at the loaded plate (11) of the holder (10) of front side, and this dowel bar (20) rear end is fixed in the front end face that is positioned at the loaded plate (11) of the holder (10) of rear side.
Among one embodiment: the circular radius of this loaded plate (11) is equal with the semicircle radius of fixed head (12); This fixed head (12) is fixed in loaded plate (11) along the radial arrangement of loaded plate (11).
Among one embodiment: these many dowel bars (20) are arranged along the axis circumferential array of loaded plate (11).
Among one embodiment: this loaded plate (11) establishes one to run through loaded plate (11) both ends of the surface and the manhole (112) of dead in line loaded plate (11) axis; Recessed the 3rd groove (122) always wearing the both ends of the surface of fixed head (12) in the string face of this fixed head (12), the 3rd groove (122) opening is greater than and surrounds manhole (112) port.
The technical program is compared with background technology, and its tool has the following advantages:
Holder comprises circular loaded plate and semicircular fixed head, fixed head string face is fixed in loaded plate end face, fixed head arcwall face is arranged with the first groove of U-shaped, the loaded plate surface of revolution is arranged with the second groove of two radial symmetric U-shapeds, the two-port alignment of these two the second groove respectively with the first grooves, many dowel bars are all fixed between the loaded plate of two holders, make simple, reasonable stress, construction quality easily ensures, traditional supporting body bearing plate rear end injecting cement paste can be solved of poor quality, intensity does not reach designing requirement and is damaged by pressure, cause the phenomenon that anchor cable generation excessive deformation is even destroyed.
The two-port alignment of these two the second groove respectively with the first grooves of a holder, relative first groove of these two the second grooves of another holder is arranged symmetrically with, affixed dowel bar convenient for assembly.
3rd slot opening is greater than and surrounds manhole port, affixed intensity both increasing after slip casting.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Fig. 1 depicts the plan structure schematic diagram of the supporting body of a preferred embodiment.
Fig. 2 depicts the main TV structure schematic diagram of Fig. 1 from A-A.
Fig. 3 depicts the plan structure schematic diagram of the supporting body of another preferred embodiment.
Detailed description of the invention
Please refer to Fig. 1 and Fig. 2, a kind of pressure dissipation U-shaped recovery anchor cable supporting body, comprise two holders 10 and four dowel bars 20, arrange before and after these two holders 10.Each holder 10 comprises a circular loaded plate 11 and a semicircular fixed head 12, this loaded plate 11 and fixed head 12 are all steel plate, the circular radius of this loaded plate 11 is equal with the semicircle radius of fixed head 12, this fixed head 12 has an arc surface, a string face (face along Axis Extension string) and two end faces arranged dorsad, this loaded plate 11 has the end face arranged dorsad on a face of cylinder and two, the string face of this fixed head 12 is fixed in the front end face of loaded plate 11, and this fixed head 12 is fixed in loaded plate 11 along the radial arrangement of loaded plate 11.
The arcwall face of this fixed head 12 is arranged with the arc other end that extends to arcwall face from arc one end of arcwall face and cross section is the first groove 121 of U-shaped, and this loaded plate 11 surface of revolution is arranged with two radial symmetric and runs through loaded plate 11 both ends of the surface and cross section is the second groove 111 of U-shaped.Wherein: the two-port alignment of these two the second groove 111 respectively with the first grooves 121 of first holder 10, relative first groove 121 of these two the second grooves 111 of second holder 10 is arranged symmetrically with.
These many dowel bars 20 are all vertically fixed between the loaded plate 11 of two holders 10, in concrete structure: this dowel bar 20 front end is fixed in the rear end face that is positioned at the loaded plate 11 of the holder 10 of front side, this dowel bar 20 rear end is fixed in the front end face that is positioned at the loaded plate 11 of the holder 10 of rear side.And the first groove 121 of these two holders 10 aligns, and the fixed head 12 of two holders is arranged vertically.Among the present embodiment, this dowel bar 20 is indented bars, and these four dowel bars 20 are arranged along the axis circumferential array of loaded plate 11.
This loaded plate 11 establishes one to run through loaded plate 11 both ends of the surface and the manhole 112 of dead in line loaded plate 11 axis; The axial location in the string face of this fixed head 12 is recessed always wears the both ends of the surface of fixed head 12 and dead in line fixed head 12 axis and cross section is semicircular 3rd groove 122,3rd groove 122 opening is greater than and surrounds manhole 112 port, and the radius of the 3rd groove 122 is greater than the radius of manhole 112.
Among the present embodiment, this first holder 10 is front, and this second holder 10 is rear.
Dowel bar can stretch into bearing plate rear, the pressure dissipation of supporting body can be transmitted in the longer one section of slurry in bearing plate rear, because dowel bar is to the peptizaiton of pressure-bearing load, greatly reduce the compressive stress of loaded plate to loaded plate near-end injecting cement paste, thus avoid causing the excessive phenomenon even destroyed of distortion because loaded plate near-end slurry pressurized is excessive, and then the construction requirement reduced bearing plate rear injecting cement paste, quality easily ensures, thus guarantee the stable of whole anchor cable quality, guarantee engineering safety.
Among another preferred embodiment: it and a upper preferred embodiment difference are: this second holder 10 is front, and this first holder 10 is rear.
The above, be only the utility model preferred embodiment, therefore the scope that the utility model implements can not be limited according to this, the equivalence namely done according to the utility model the scope of the claims and description change with modify, all should still belong in scope that the utility model contains.

Claims (8)

1. a pressure dissipation U-shaped recovery anchor cable supporting body, is characterized in that: comprise two holders (10) and many dowel bars (20); This each holder (10) comprises a circular loaded plate (11) and a semicircular fixed head (12), and this fixed head (12) string face is fixed in loaded plate (11) end face; The arcwall face of this fixed head (12) is arranged with and extends to the arcwall face other end from arcwall face one end and cross section is first groove (121) of U-shaped, this loaded plate (11) surface of revolution is arranged with two radial symmetric and runs through loaded plate (11) both ends of the surface and cross section is second groove (111) of U-shaped, wherein has at least the two-port of these two the second grooves (111) respectively with the first groove (121) of a holder (10) to align in two holders (10); These many dowel bars (20) are all fixed between the loaded plate (11) of two holders (10).
2. a kind of pressure dissipation according to claim 1 U-shaped recovery anchor cable supporting body, it is characterized in that: in these two holders (10): the two-port alignment of these two the second grooves (111) respectively with the first groove (121) of a holder (10), relative first groove (121) of these two the second grooves (111) of another holder (10) is arranged symmetrically with; First groove (121) alignment of these two holders (10).
3. a kind of pressure dissipation according to claim 1 and 2 U-shaped recovery anchor cable supporting body, is characterized in that: this loaded plate (11) and fixed head (12) are all steel plate.
4. a kind of pressure dissipation according to claim 1 and 2 U-shaped recovery anchor cable supporting body, is characterized in that: this dowel bar (20) is indented bars.
5. a kind of pressure dissipation according to claim 1 and 2 U-shaped recovery anchor cable supporting body, it is characterized in that: arrange before and after these two holders (10), the string face of this fixed head (12) is fixed in the front end face of loaded plate (11); This dowel bar (20) front end is fixed in the rear end face that is positioned at the loaded plate (11) of the holder (10) of front side, and this dowel bar (20) rear end is fixed in the front end face that is positioned at the loaded plate (11) of the holder (10) of rear side.
6. a kind of pressure dissipation according to claim 1 and 2 U-shaped recovery anchor cable supporting body, is characterized in that: the circular radius of this loaded plate (11) is equal with the semicircle radius of fixed head (12); This fixed head (12) is fixed in loaded plate (11) along the radial arrangement of loaded plate (11).
7. a kind of pressure dissipation according to claim 1 and 2 U-shaped recovery anchor cable supporting body, is characterized in that: these many dowel bars (20) are arranged along the axis circumferential array of loaded plate (11).
8. a kind of pressure dissipation according to claim 1 and 2 U-shaped recovery anchor cable supporting body, is characterized in that: this loaded plate (11) establishes one to run through loaded plate (11) both ends of the surface and the manhole (112) of dead in line loaded plate (11) axis; Recessed the 3rd groove (122) always wearing the both ends of the surface of fixed head (12) in the string face of this fixed head (12), the 3rd groove (122) opening is greater than and surrounds manhole (112) port.
CN201520926121.9U 2015-11-19 2015-11-19 Anchor rope supporting body is retrieved to pressure dispersion U type Active CN205152950U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520926121.9U CN205152950U (en) 2015-11-19 2015-11-19 Anchor rope supporting body is retrieved to pressure dispersion U type

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520926121.9U CN205152950U (en) 2015-11-19 2015-11-19 Anchor rope supporting body is retrieved to pressure dispersion U type

Publications (1)

Publication Number Publication Date
CN205152950U true CN205152950U (en) 2016-04-13

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112921963A (en) * 2021-01-28 2021-06-08 岳学文 Foundation pit support detachable anchor rod

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112921963A (en) * 2021-01-28 2021-06-08 岳学文 Foundation pit support detachable anchor rod

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