CN114808963A - Prestressed anchor rod compensation tensioning structure of supporting structure pile anchor system - Google Patents

Prestressed anchor rod compensation tensioning structure of supporting structure pile anchor system Download PDF

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Publication number
CN114808963A
CN114808963A CN202210565322.5A CN202210565322A CN114808963A CN 114808963 A CN114808963 A CN 114808963A CN 202210565322 A CN202210565322 A CN 202210565322A CN 114808963 A CN114808963 A CN 114808963A
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CN
China
Prior art keywords
plate body
fixing
adjusting
slot
supporting structure
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.)
Pending
Application number
CN202210565322.5A
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Chinese (zh)
Inventor
邓建钢
赵峰
张庆阳
李九龙
袁兵
季希岩
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BEIJING URBAN CONSTRUCTION ENGINEERING TENTH CO LTD
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BEIJING URBAN CONSTRUCTION ENGINEERING TENTH CO LTD
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by BEIJING URBAN CONSTRUCTION ENGINEERING TENTH CO LTD filed Critical BEIJING URBAN CONSTRUCTION ENGINEERING TENTH CO LTD
Priority to CN202210565322.5A priority Critical patent/CN114808963A/en
Publication of CN114808963A publication Critical patent/CN114808963A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/207Securing of slopes or inclines with means incorporating sheet piles or piles

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The application relates to a prestressed anchor rod tensioning structure of a supporting structure pile anchor system, which comprises an adjusting piece for supporting an obliquely arranged anchor, wherein the adjusting piece comprises a first plate body and a second plate body arranged on one side edge of the first plate body, and adjusting components for adjusting an included angle between the first plate body and the second plate body are arranged on the first plate body and the second plate body; the included angle between the first plate body and the second plate body is adjusted through the adjusting component, so that the first plate body and the second plate body can be suitable for anchor cables with different gradients, the applicability of the adjusting component when a mould is supported is improved, and the same anchor is convenient to recycle.

Description

Prestressed anchor rod compensation tensioning structure of supporting structure pile anchor system
Technical Field
The application relates to the field of foundation pit support, in particular to a prestressed anchor rod compensation tensioning structure of a supporting structure pile anchor system.
Background
The anchor cable is a prestressed steel strand which is fixed on the slope surface through the outer end and passes through the sliding surface of the side slope in a stable rock body with the other end anchored in the sliding surface, and directly generates anti-sliding resistance on the sliding surface, so that the anti-sliding friction resistance is increased, the structural surface is in a compact state, the integrity of the rock body of the side slope is improved, and the mechanical property of the rock body is fundamentally improved,
chinese patent application publication No. CN105804076A discloses a prestressed anchor cable and a construction method of a foundation pit supporting prestressed anchor cable, including an anchoring section 1, a free section 2 and an anchor tail 3, wherein the free section 2 connects the anchoring section 1 with the anchor tail 3. A first steel strand 4 is embedded in the free section 2, and the first steel strand 4 is coated with anti-rust paint and wrapped by a plastic corrugated pipe. And a second steel strand 5, a centering bracket 6 and an isolating bracket 7 are embedded in the anchoring section 1. The centering brackets 6 are positioned on two sides inside the anchoring section 1, and the isolating brackets 7 are positioned between the centering brackets 6. The centering support 6 and the isolating support 7 are both used for opening the second steel strand 5, and the front end of the second steel strand 5 is sleeved with a guide cap 8. A grouting pipe 9 is arranged 500mm away from the back of the guide cap 8, and two pairs of grouting holes are formed in the front end of the grouting pipe 9. The anchor tail 3 is used to connect the wale 10. The anchor tail part 3 comprises a tension section (not shown in the figure), an anchor 11 and a steel backing plate 12, wherein the steel backing plate 12 is attached to the surface of the waist rail 10, and the tension section sequentially penetrates through the waist rail 10 and the steel backing plate 12 and then is connected with the anchor 11.
With respect to the related art among the above, the inventors consider that the following technical drawbacks exist: when the anchor cable is obliquely tensioned, the special waist beams with different shapes are required to support the steel backing plate due to different oblique tensioning angles of the anchor cable, so that the applicability of the same waist beam in use is reduced.
Disclosure of Invention
In order to improve the suitability of same waist rail when using, this application provides a prestressed anchorage pole benefit tension structure of supporting construction stake anchor system.
The application provides a prestressed anchorage pole of supporting construction stake anchor system mends tension structure adopts following technical scheme:
the utility model provides a prestressed anchorage pole benefit tension structure of supporting construction stake anchor system, carries out the regulating part that supports including the ground tackle that is used for setting up the slope, the regulating part includes first plate body and sets up the second plate body in first plate body one side reason, be provided with the adjusting part who is used for adjusting the contained angle between first plate body and the second plate body on first plate body and the second plate body.
Through adopting above-mentioned technical scheme, adjust the contained angle between first plate body and the second plate body through adjusting part for first plate body and second plate body can be applicable to the anchor rope of different gradients, have improved the suitability of adjusting part when supporting the mo ai chrysanthemum, the same ground tackle of reuse of being convenient for.
Optionally, the adjusting part includes a plurality of first fixed blocks, a plurality of second fixed blocks, and the inserted link is a plurality of first fixed block sets up along a side edge interval of first plate body, and is a plurality of the second fixed block sets up along a side edge interval of second plate body, the second fixed block is used for pegging graft between the adjacent first fixed block, and is a plurality of first fixed block and a plurality of all offer the spliced eye that is used for supplying the inserted link to pass on the second fixed block, the transversal polygon setting of personally submitting of inserted link, the spliced eye sets up with the cooperation of polygonal inserted link, be provided with on the first fixed block and be used for fixing the fixed mounting to in the spliced eye with the inserted link.
By adopting the technical scheme, the insertion rod is inserted into the insertion holes of the plurality of first fixing blocks and the plurality of second fixing blocks, so that the polygonal insertion rod can prevent the first fixing blocks and the second fixing blocks from rotating on the insertion rod, the included angle between the first plate body and the second plate body is fixed, and when the angle between the first plate body and the second plate body needs to be adjusted, the insertion holes in the first fixing blocks and the insertion holes in the second fixing blocks can be adjusted in opposite directions by driving the first plate body and the second plate body to rotate; the arrangement of the fixing piece is convenient for fixing the plug rod into the plug hole, and the plug rod is prevented from being separated from the plug hole, so that the fixing effect of the first plate body and the second plate body is improved.
Optionally, the fixing part includes a fixing bolt penetrating through and screwed on the first fixing block, and a rod portion of the fixing bolt is used for abutting against the insertion rod.
Through adopting above-mentioned technical scheme, twist on being located first fixed block through driving fixing bolt for fixing bolt's pole portion butts to the inserted bar, has increased fixing bolt and inserted bar's frictional force, thereby makes the inserted bar fixed to the spliced pole in, adopts fixing bolt's its simple structure that sets up, and fixed effect is better.
Optionally, a plurality of springs are arranged between the first plate body and the second plate body, one ends of the springs are arranged on the first plate body, and the other ends of the springs are arranged on the second plate body.
Through adopting above-mentioned technical scheme, when the spring was in compression state, first plate body and second plate body can rely on the elasticity of spring to play further supporting effect to the ground tackle to make the anchor rope of ground tackle can play further tensioning effect.
Optionally, the position that just is located every spring place between first plate body and the second plate body all is provided with the telescopic link, the telescopic link includes dead lever and grafting and the carriage release lever of sliding connection in the dead lever, the dead lever articulates and sets up on the first plate body of one side, the carriage release lever articulates and sets up on opposite side second plate body, and is a plurality of the setting of spring one-to-one is in a plurality of in the telescopic link, the one end fixed connection of spring is on the diapire of dead lever, and other end fixed connection is on the diapire of carriage release lever.
Through adopting above-mentioned technical scheme, the setting that adopts the telescopic link can play the effect of protection to the spring, prevents that the spring from rustting and damaging to the setting that adopts the telescopic link can play the effect of direction to the extension and the compression of spring, has improved the compression effect of spring when the compression, prevents that the spring from inclined deformation when the compression, thereby has further improved the support effect to the ground tackle.
Optionally, the adjusting part is provided with a plurality of groups, adjacent one of the first plate bodies of the adjusting part is provided with a first slot towards the other plate body, adjacent another one of the first plate bodies of the adjusting part is provided with a first insert block used for being inserted into the first slot, adjacent one of the second plate bodies of the adjusting part is provided with a second slot towards the other plate body, adjacent another one of the second plate bodies of the adjusting part is provided with a second insert block used for being inserted into the second slot.
Through adopting above-mentioned technical scheme, the ground tackle that adopts the setting of multiunit regulating part can satisfy different quantity supports, has further improved the suitability of regulating part, splices multiunit regulating part through first inserted block, first slot, second inserted block and second slot for multiunit regulating part becomes a whole, has improved the atress effect of multiunit regulating part, has further improved the support effect to the multiunit ground tackle.
Optionally, a first connecting piece for fixing the first insert block into the first slot is arranged on the first plate body, and a second connecting piece for fixing the second insert block into the second slot is arranged on the second plate body.
Through adopting above-mentioned technical scheme, the setting that adopts first connecting piece and second connecting piece can be fixed the multiunit regulating part to together to further improved the fixed effect of multiunit regulating part after the concatenation, makeed multiunit regulating part can further improve the support effect to a plurality of ground tackle.
Optionally, the first connecting piece includes a first connecting bolt penetrating through the first plate body, a first threaded hole for the first connecting bolt to be screwed in is formed in the first insert block, the second connecting piece includes a second connecting bolt penetrating through the second plate body, and a second threaded hole for the second connecting bolt to be screwed in is formed in the second insert block.
Through adopting above-mentioned technical scheme, adopt its simple structure of setting up of first connecting bolt and second connecting bolt, improved the fixed effect to multiunit regulating part.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the included angle between the first plate body and the second plate body is adjusted through the adjusting assembly, so that the first plate body and the second plate body can be suitable for anchor cables with different inclinations, the applicability of the adjusting piece in supporting the moelleys is improved, and the same anchorage device is convenient to recycle;
2. the inserting rod is inserted into the inserting holes of the first fixing blocks and the second fixing blocks, so that the polygonal inserting rod can prevent the first fixing blocks and the second fixing blocks from rotating on the inserting rod, an included angle between the first plate body and the second plate body is fixed, and when the angle between the first plate body and the second plate body needs to be adjusted, the inserting holes in the first fixing blocks and the inserting holes in the second fixing blocks can be adjusted to be opposite in direction by driving the first plate body and the second plate body to rotate; the arrangement of the fixing piece is convenient for fixing the plug rod into the plug hole, and the plug rod is prevented from being separated from the plug hole, so that the fixing effect of the first plate body and the second plate body is improved;
3. when the spring is in a compression state, the first plate body and the second plate body can play a further supporting effect on the anchorage device by means of the elasticity of the spring, so that the anchor cable of the anchorage device can play a further tensioning effect.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application;
FIG. 2 is an enlarged view of portion A of FIG. 1;
FIG. 3 is a schematic view of a half-section structure of a telescopic rod according to an embodiment of the present application;
FIG. 4 is a schematic cross-sectional view illustrating a first socket and a first plug according to an embodiment of the present application;
fig. 5 is a schematic cross-sectional view for showing a second slot and a second insert block according to an embodiment of the present application.
Description of reference numerals: 1. a first plate body; 11. a second plate body; 12. a first fixed block; 121. a second fixed block; 122. inserting holes; 123. a plug rod; 124. fixing the bolt; 13. a spring; 131. a telescopic rod; 132. fixing the rod; 133. a travel bar; 14. a first slot; 141. a first insert block; 142. a second slot; 143. a second insert block; 144. a first connecting bolt; 145. and a second connecting bolt.
Detailed Description
The present application is described in further detail below with reference to figures 1-5.
The embodiment of the application discloses a prestressed anchor rod compensation tensioning structure of a supporting structure pile anchor system. Referring to fig. 1, the prestressed anchor rod tensioning structure of the supporting structure pile anchor system comprises an adjusting piece for supporting an obliquely arranged anchor, wherein the adjusting piece comprises a first plate body 1 and a second plate body 11 arranged on one side edge of the first plate body 1.
With reference to fig. 1 and 2, in order to adjust an included angle between the first plate body 1 and the second plate body 11, an adjusting assembly for adjusting the included angle between the first plate body 1 and the second plate body 11 is arranged on the first plate body 1 and the second plate body 11; the adjusting assembly comprises a plurality of first fixing blocks 12, a plurality of second fixing blocks 121, and the insertion rod 123 is a plurality of the first fixing blocks 12 are arranged along one side edge of the first plate body 1 at intervals, and a plurality of the second fixing blocks 121 are arranged along one side edge of the second plate body 11 at intervals, the second fixing blocks 121 are used for being inserted between the adjacent first fixing blocks 12, in this embodiment, the surface of the first fixing block 12, which is far away from the first plate body 1, is set to be an arc-shaped surface, and the surface of the second fixing block 121, which is far away from the second plate body 11, is also set to be an arc-shaped surface, so that the first fixing blocks 12 and the second fixing blocks 121 can stop the first plate body 1 and the second plate body 11 when the angles of the first plate body 1 and the second plate body 11 are adjusted.
With reference to fig. 1 and fig. 2, the first fixing blocks 12 and the second fixing blocks 121 are respectively provided with an insertion hole 122 for allowing an insertion rod 123 to pass through, the cross section of the insertion rod 123 is polygonal, and the insertion hole 122 is matched with the polygonal insertion rod 123; in this embodiment, the cross section of the inserting rod 123 is regular hexagon, the inserting hole 122 is matched with the regular hexagon of the inserting rod 123, in other embodiments, the cross section of the inserting rod 123 can be regular N-shaped, and when the number of the sides is more, the adjusted angles of the first plate body 1 and the second plate body 11 are more.
With reference to fig. 1 and fig. 2, a fixing member for fixing the insertion rod 123 into the insertion hole 122 is disposed on the first fixing block 12; the fixing piece comprises a fixing bolt 124 which penetrates through the first fixing block 12 and is in threaded connection with the first fixing block 12, and the rod part of the fixing bolt 124 is used for being abutted to the insertion rod 123; in other embodiments, the fixing bolt 124 may also be directly screwed into the insertion rod 123, so that the fixing bolt 124 has a further fixing effect on the insertion rod 123.
Referring to fig. 1 and 3, in order to drive the adjusting member to further support the anchor after the angles of the first plate body 1 and the second plate body 11 are adjusted, a plurality of springs 13 are disposed between the first plate body 1 and the second plate body 11, one end of each spring 13 is disposed on the first plate body 1, and the other end of each spring 13 is disposed on the second plate body 11.
With reference to fig. 1 and 3, in order to guide the extension and compression of the springs 13, an extension rod 131 is disposed between the first plate body 1 and the second plate body 11 at a position where each spring 13 is located, the extension rod 131 includes a fixed rod 132 and a movable rod 133 inserted into and slidably connected in the fixed rod 132, the fixed rod 132 is hinged to the first plate body 1 on one side, the movable rod 133 is hinged to the second plate body 11 on the other side, the plurality of springs 13 are correspondingly disposed in the plurality of extension rods 131 one by one, one end of each spring 13 is fixedly connected to a bottom wall of the fixed rod 132, and the other end of each spring 13 is fixedly connected to a bottom wall of the movable rod 133; in other embodiments, the end portions of the fixed rod 132 and the movable rod 133, which are far away from each other, may be disposed on the first board body 1 and the second board body 11 in a universal rotation manner, so that the telescopic rod 131 has a wider movement range.
With reference to fig. 4 and 5, in order to support anchors with different numbers, the adjusting members are provided with a plurality of groups, in order to splice adjacent adjusting members together, a first slot 14 is formed in one of the first plate bodies 1 of the adjacent adjusting members facing the other plate body, a first insert block 141 for being inserted into the first slot 14 is provided on the other first plate body 1 of the adjacent adjusting members, a second slot 142 is formed in one of the second plate bodies 11 of the adjacent adjusting members facing the other plate body, and a second insert block 143 for being inserted into the second slot 142 is provided on the other second plate body 11 of the adjacent adjusting members; in this embodiment, the cross section of the first slot 14 is rectangular, the first insertion block 141 is disposed in cooperation with the rectangular first slot 14, the cross section of the second slot 142 is rectangular, and the second insertion block 143 is disposed in cooperation with the rectangular second slot 142.
With reference to fig. 4 and 5, in order to fix the first insert block 141 in the first slot 14, a first connecting piece for fixing the first insert block 141 in the first slot 14 is disposed on the first plate body 1, the first connecting piece includes a first connecting bolt 144 penetrating through the first plate body 1, and a first threaded hole for screwing the first connecting bolt 144 is formed in the first insert block 141.
With reference to fig. 4 and 5, in order to fix the second insert block 143 in the second slot 142, a second connecting member for fixing the second insert block 143 in the second slot 142 is provided on the second board body 11; the second connecting member includes a second connecting bolt 145 inserted through the second plate 11, and a second threaded hole for screwing the second connecting bolt 145 into is opened on the second inserting block 143.
The implementation principle of the prestressed anchor rod tensioning structure of the supporting structure pile anchor system in the embodiment of the application is as follows: when the angles of the first plate body 1 and the second plate body 11 need to be adjusted, the second fixing block 121 is driven to rotate between the adjacent first fixing blocks 12, so that the polygonal insertion holes 122 on the first fixing blocks 12 and the second fixing blocks 121 correspond to each other, the insertion rod 123 is inserted into the insertion holes 122 on the first fixing blocks 12 and the second fixing blocks 121, so that the polygonal insertion rod 123 prevents the first plate body 1 and the second plate body 11 from rotating, the first plate body 1 and the second plate body 11 are fixed to the adjusted angles, the insertion rod 123 is fixed in the insertion holes 122 through the fixing bolt 124, an appropriate amount of adjusting pieces are selected according to the number of anchors, the first insertion block 141 on the first plate body 1 is driven to be inserted into the first insertion slot 14 on the adjacent first plate body 1, the second insertion block 143 on the second plate body 11 is driven to be inserted into the second insertion slot 142 on the adjacent second plate body 11, the first insert block 141 is fixed in the first slot 14 through the first connecting bolt 144, and the second insert block 143 is fixed in the second slot 142 through the second connecting bolt 145, so that the adjacent adjusting pieces are fixed together, the adjusting pieces are applicable to anchorages with different inclinations and different numbers, and the applicability of the same adjusting piece is improved.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. The utility model provides a prestressed anchorage pole of supporting construction stake anchor system mends tension structure which characterized in that: the adjusting piece comprises a first plate body (1) and a second plate body (11) arranged on one side edge of the first plate body (1), and adjusting components used for adjusting an included angle between the first plate body (1) and the second plate body (11) are arranged on the first plate body (1) and the second plate body (11).
2. The prestressed anchor bolt tensioning construction for supporting structure pile anchor system according to claim 1, wherein: the adjusting component comprises a plurality of first fixed blocks (12) and a plurality of second fixed blocks (121), and the insertion rod (123) are arranged at intervals along one side edge of the first plate body (1) by a plurality of first fixing blocks (12), are arranged at intervals along one side edge of the second plate body (11) by a plurality of second fixing blocks (121), the second fixing blocks (121) are used for being inserted between the adjacent first fixing blocks (12), the first fixing blocks (12) and the second fixing blocks (121) are respectively provided with an inserting hole (122) for a inserting rod (123) to pass through, the cross section of the insertion rod (123) is arranged in a polygon shape, the insertion hole (122) is matched with the polygonal insertion rod (123), the first fixing block (12) is provided with a fixing piece used for fixing the insertion rod (123) into the insertion hole (122).
3. The prestressed anchor bolt tensioning construction for supporting structure pile anchor system according to claim 2, wherein: the fixing piece comprises a fixing bolt (124) which penetrates through the first fixing block (12) and is in threaded connection with the first fixing block (12), and a rod part of the fixing bolt (124) is used for being abutted to the insertion rod (123).
4. The prestressed anchor bolt tensioning construction for supporting structure pile anchor system according to claim 2, wherein: a plurality of springs (13) are arranged between the first plate body (1) and the second plate body (11), one ends of the springs (13) are arranged on the first plate body (1), and the other ends of the springs (13) are arranged on the second plate body (11).
5. The prestressed anchor bolt tensioning construction for supporting structure pile anchor system of claim 4, wherein: the utility model discloses a portable electronic scale, including first plate body (1) and second plate body (11), and be located the position at every spring (13) place and all be provided with telescopic link (131), telescopic link (131) include dead lever (132) and grafting and carriage release lever (133) of sliding connection in dead lever (132), dead lever (132) are articulated to be set up on one side first plate body (1), carriage release lever (133) are articulated to be set up on opposite side second plate body (11), and are a plurality of setting of spring (13) one-to-one is in a plurality of in telescopic link (131), the one end fixed connection of spring (13) is on the diapire of dead lever (132), and other end fixed connection is on the diapire of carriage release lever (133).
6. The prestressed anchor bolt tensioning construction for supporting structure pile anchor system according to claim 1, wherein: the adjusting piece is provided with a plurality of groups, wherein one of the adjacent first plate bodies (1) of the adjusting piece faces the other plate body and is provided with a first slot (14), the other adjacent first plate body (1) of the adjusting piece is provided with a first insert block (141) used for being inserted into the first slot (14), the other adjacent second plate body (11) of the adjusting piece faces the other plate body and is provided with a second slot (142), and the other adjacent second plate body (11) of the adjusting piece is provided with a second insert block (143) used for being inserted into the second slot (142).
7. The prestressed anchor bolt tensioning construction for supporting structure pile anchor system of claim 6, characterized in that: the first board body (1) is provided with a first connecting piece for fixing the first inserting block (141) into the first slot (14), and the second board body (11) is provided with a second connecting piece for fixing the second inserting block (143) into the second slot (142).
8. The prestressed anchor bolt tensioning construction for supporting structure pile anchor system according to claim 7, wherein: the first connecting piece comprises a first connecting bolt (144) arranged on the first plate body (1) in a penetrating mode, a first threaded hole used for enabling the first connecting bolt (144) to be screwed in is formed in the first inserting block (141), the second connecting piece comprises a second connecting bolt (145) arranged on the second plate body (11) in a penetrating mode, and a second threaded hole used for enabling the second connecting bolt (145) to be screwed in is formed in the second inserting block (143).
CN202210565322.5A 2022-05-23 2022-05-23 Prestressed anchor rod compensation tensioning structure of supporting structure pile anchor system Pending CN114808963A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210565322.5A CN114808963A (en) 2022-05-23 2022-05-23 Prestressed anchor rod compensation tensioning structure of supporting structure pile anchor system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210565322.5A CN114808963A (en) 2022-05-23 2022-05-23 Prestressed anchor rod compensation tensioning structure of supporting structure pile anchor system

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116427549A (en) * 2023-05-16 2023-07-14 中建八局第三建设有限公司 Butt joint mechanism of modular combined house
CN116427549B (en) * 2023-05-16 2024-05-14 中建八局第三建设有限公司 Butt joint mechanism of modular combined house

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1454022A (en) * 1973-01-15 1976-10-27 Emunds Staudinger Ohg Con
CN2131949Y (en) * 1992-01-21 1993-05-05 罗武 Multifunction hinge
CN102041855A (en) * 2010-03-02 2011-05-04 北京江河幕墙股份有限公司 Curtain wall angle connection adaptor capable of adjusting included angle within wide-angle range freely
CN109853589A (en) * 2018-12-13 2019-06-07 广州市吉华勘测股份有限公司 A kind of anchor cable pedestal
CN111501780A (en) * 2020-05-08 2020-08-07 四川先舟建设工程有限公司 Foundation pit supporting structure and construction method thereof
CN113565107A (en) * 2021-09-13 2021-10-29 中建八局第二建设有限公司 Connecting device for anchor cable anchorage device and waist beam

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1454022A (en) * 1973-01-15 1976-10-27 Emunds Staudinger Ohg Con
CN2131949Y (en) * 1992-01-21 1993-05-05 罗武 Multifunction hinge
CN102041855A (en) * 2010-03-02 2011-05-04 北京江河幕墙股份有限公司 Curtain wall angle connection adaptor capable of adjusting included angle within wide-angle range freely
CN109853589A (en) * 2018-12-13 2019-06-07 广州市吉华勘测股份有限公司 A kind of anchor cable pedestal
CN111501780A (en) * 2020-05-08 2020-08-07 四川先舟建设工程有限公司 Foundation pit supporting structure and construction method thereof
CN113565107A (en) * 2021-09-13 2021-10-29 中建八局第二建设有限公司 Connecting device for anchor cable anchorage device and waist beam

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116427549A (en) * 2023-05-16 2023-07-14 中建八局第三建设有限公司 Butt joint mechanism of modular combined house
CN116427549B (en) * 2023-05-16 2024-05-14 中建八局第三建设有限公司 Butt joint mechanism of modular combined house

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