CN207538430U - Framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY - Google Patents

Framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY Download PDF

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Publication number
CN207538430U
CN207538430U CN201721511135.XU CN201721511135U CN207538430U CN 207538430 U CN207538430 U CN 207538430U CN 201721511135 U CN201721511135 U CN 201721511135U CN 207538430 U CN207538430 U CN 207538430U
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China
Prior art keywords
framed bent
model over
leger
over complex
structure under
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CN201721511135.XU
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Chinese (zh)
Inventor
王登银
蒋胜祥
何展国
徐宇
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PowerChina Huadong Engineering Corp Ltd
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PowerChina Huadong Engineering Corp Ltd
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Abstract

The utility model provides framed bent under a kind of MODEL OVER COMPLEX TOPOGRAPHY and sets up structure, including wall-connecting piece, upright bar, leger, small cross bar and flexible drawing anchor line;The wall-connecting piece and scar angle are 45 ~ 90 °;Bottom of upright rod sets pedestal or backing plate, overlaps between neighbouring two sections of upright bars and is fixed with fastener;The leger is set along the length direction of framed bent, is overlapped between two sections of adjacent legers of left and right and is fixed with fastener, leger is connected with upright bar with fastener;The small cross bar is laid on above leger, and the two is fixed with fastener, and small cross bar is not in direct contact with scar;Flexible drawing anchor line one end connection wall-connecting piece, the other end are connected with the host node of framed bent.The utility model ensures the stability of framed bent under MODEL OVER COMPLEX TOPOGRAPHY, ensures construction safety, can be suitably used for the similar engineerings such as high gradient slope supporting in water conservancy and hydropower, traffic bridge, mine.

Description

Framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY
Technical field
The utility model is related to framed bents under a kind of MODEL OVER COMPLEX TOPOGRAPHY to set up structure, is primarily adapted for use in water conservancy and hydropower, traffic The similar engineerings such as the high gradient slope supporting in bridge, mine.
Background technology
Framed bent is also known as scaffold, refers to construction site as operation and solves vertically and horizontally to transport the various branch set up Frame is made of steel pipe, fastener etc..With the high speed development of national basis Facilities Construction, the height that framed bent is set up is also increasingly Height, Safety Risk in Production dramatically increase.It is counted according to state security department, in the safety accident number of casualties in engineering, due to row Accounting caused by frame has an accident is more than 60%.
When the location for encountering complicated topographical conditions, framed bent will face scar local crowning during setting up or hang rock mass by the feet, The difficulty of setting up that such orographic condition will greatly increase framed bent, the framed bent construction time, the runtime security risk uprush.
Utility model content
The technical problems to be solved in the utility model is:In view of the above problems, a kind of MODEL OVER COMPLEX TOPOGRAPHY is provided Lower framed bent sets up structure, is primarily adapted for use in the similar engineerings such as high gradient slope supporting in water conservancy and hydropower, traffic bridge, mine.
Technical solution is used by the utility model:
Framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY, it is characterised in that including wall-connecting piece, upright bar, leger, small horizontal stroke Bar and flexible drawing anchor line;
The wall-connecting piece and scar angle are 45 ~ 90 °;Bottom of upright rod sets pedestal or backing plate, and neighbouring two sections vertical It overlaps between bar and is fixed with fastener;The leger is set along the length direction of framed bent, is taken between two sections of adjacent legers of left and right It connects and is fixed with fastener, leger is connected with upright bar with fastener;The small cross bar is laid on above leger, and the two is consolidated with fastener Fixed, small cross bar is not in direct contact with scar;The flexible host node company for drawing anchor line one end connection wall-connecting piece, the other end and framed bent It connects.
Further, wall-connecting piece uses joint bar.
Further, wall-connecting piece is used using the spiral not less than φ 25mm.
Further, the joint bar length enters rock not less than 0.6m not less than 1.0m.
Further, the lap of splice of the upright bar is not less than 1m, and junction is fixed with no less than three fasteners.
Further, the lap of splice of the leger is not less than 1m, and junction is fixed with no less than three fasteners.
Further, the small cross bar is perpendicular to leger.
Further, between the small cross bar and scar standoff distance in 0.2m.
Further, flexible drawing anchor line is set at landform local crowning position.
Further, flexible to draw anchor line using Φ 16mm steel cables, flexibility draws anchor line, into 30 ~ 45o of updip, to draw anchor with horizontal plane Rope both ends are fixed cyclic using rope card, and often end is no less than 3 rope cards.
The utility model ensures the stability of framed bent under MODEL OVER COMPLEX TOPOGRAPHY, ensures construction safety, can be suitably used for water conservancy water The similar engineerings such as the high gradient slope supporting in electricity, traffic bridge, mine.
Description of the drawings
Fig. 1 is that the utility model framed bent sets up sectional view of the constructive embodiment a typical part.
Fig. 2 is that the utility model framed bent sets up sectional view of the constructive embodiment in another typical part.
Fig. 3 is that upright bar overlaps and by the fixed schematic diagram of fastener.
Fig. 4 is the schematic diagram of wall-connecting piece.
Fig. 5 is that leger overlaps and by the fixed schematic diagram of fastener.
Specific embodiment
For ensure framed bent set up, run and demolishing process in safety, it is clear that the danger stone of scar 1 is subjected to system before construction Reason prevents the danger stone in subsequent construction from coming off, jeopardizes lower part construction personnel, equipment safety.
With reference to attached drawing.Framed bent sets up structure under MODEL OVER COMPLEX TOPOGRAPHY provided by the utility model, including wall-connecting piece 2, stands Bar 3, leger 4, small cross bar 5 and flexible drawing anchor line 6.
The small cross bar is laid on above leger, and small cross bar is not in direct contact with scar;
Described flexible drawing anchor line one end is fixedly connected with wall-connecting piece, and the other end is fixedly connected with the host node of framed bent.
Wall-connecting piece 2 is set:Wall-connecting piece 2 uses joint bar.2 joint bar of framed bent wall-connecting piece under MODEL OVER COMPLEX TOPOGRAPHY, which uses, to be not less than The spiral of φ 25mm, joint bar are 45 ~ 90 ° with the generally requirement of 1 angle of scar, and unapproachable for part, wall-connecting piece 2 is inserted Muscle tilts upwards as possible, so that it is guaranteed that wall-connecting piece 2 is by shear stress;2 joint bar of wall-connecting piece length enters rock and is not less than not less than 1.0m 0.6m, exposed 0.4m;Wall-connecting piece 2 is laid according to array pitch between design, for landform local crowning or hangs rock mass position by the feet, Wall-connecting piece 2 should be encrypted, an array pitch cannot be less than two steps two across.
Upright bar 3 is set:For the framed bent under MODEL OVER COMPLEX TOPOGRAPHY, 3 bottom of upright bar should set pedestal or backing plate 7, ensure vertical 3 stability under loading of bar;Two sections of neighbouring upright bars 3 should use overlap joint, the lap of splice be not less than 1m, and be no less than three fasteners 8 are fixedly connected.
Leger 4 is set:Leger 4 preferably uses the steel pipe of 6m, to reduce overlap joint, length direction of the leger 6 along framed bent Setting, leger 6 and upright bar 3 are connected with fastener 8;Two sections of adjacent legers 6 of left and right do not use docking generally using overlapping, The lap of splice is not less than 1m, and is fixedly connected with no less than three fasteners 8.
Small cross bar 5 is set:Small cross bar 5 is laid on 4 top of leger, is fixed with fastener, and small cross bar 5 uses and leger 4 Identical tube material;Small cross bar 5 should not be in direct contact with scar 1, and the two standoff distance is generally in 0.2m or so.
Flexibility draws anchor line 6 to set:At landform local crowning position, top or/and lower section should set flexible drawing anchor line 6, To increase the stability of framed bent;It is flexible that anchor line 6 is drawn to be fixed using Φ 16mm steel cables with framed bent host node 100, draw anchor line 6 and level It draws anchor line 6 that rope card is used to be fixedly connected into becket bridle 60 into 30 ~ 45o of updip, is socketed respectively with wall-connecting piece and host node, rope blocks in face Fixed often end no less than 3.It is each to draw anchor line 6 secured using Φ 16mm steel cables and scar 1 wall-connecting piece, 2 drawknots.
The host node is leger 4 and the connecting portion of upright bar 3.
Above description is not limitation of the utility model, and the utility model is also not limited to the example above, this technology neck The those of ordinary skill in domain, in the scope of the utility model, the variation made changes addition or replacement, should all belong to this practicality Novel protection domain.

Claims (10)

1. framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY, it is characterised in that including wall-connecting piece, upright bar, leger, small cross bar Anchor line is drawn with flexibility;
The wall-connecting piece and scar angle are 45 ~ 90 °;
Bottom of upright rod sets pedestal or backing plate, overlaps between neighbouring two sections of upright bars and is fixed with fastener;
The leger is set along the length direction of framed bent, is overlapped between two sections of adjacent legers of left and right and is fixed with fastener, greatly Cross bar is connected with upright bar with fastener;
The small cross bar is laid on above leger, and the two is fixed with fastener, and small cross bar is not in direct contact with scar;
Flexible drawing anchor line one end connection wall-connecting piece, the other end are connected with the host node of framed bent.
2. framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY as described in claim 1, it is characterised in that wall-connecting piece is using slotting Muscle.
3. framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY as described in claim 1, it is characterised in that wall-connecting piece is adopted With the spiral not less than φ 25mm.
4. framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY as claimed in claim 2, it is characterised in that the joint bar length is not Less than 1.0m, enter rock not less than 0.6m.
5. framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY as described in claim 1, it is characterised in that the upright bar is taken Spreading degree is not less than 1m, and junction is fixed with no less than three fasteners.
6. framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY as described in claim 1, it is characterised in that the leger The lap of splice is not less than 1m, and junction is fixed with no less than three fasteners.
7. framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY as described in claim 1, it is characterised in that the small cross bar hangs down Directly in leger.
8. framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY as described in claim 1, it is characterised in that the small cross bar and Standoff distance is in 0.2m between scar.
9. framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY as described in claim 1, it is characterised in that in landform Local Convex Play the flexible drawing anchor line of position setting.
10. framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY as described in claim 1, it is characterised in that flexibility draws anchor line to adopt With Φ 16mm steel cables, flexibility draws anchor line, into 30 ~ 45o of updip, anchor line both ends to be drawn often to be held not using the fixed cyclization of rope card with horizontal plane Less than 3 rope cards.
CN201721511135.XU 2017-11-14 2017-11-14 Framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY Active CN207538430U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721511135.XU CN207538430U (en) 2017-11-14 2017-11-14 Framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY

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Application Number Priority Date Filing Date Title
CN201721511135.XU CN207538430U (en) 2017-11-14 2017-11-14 Framed bent sets up structure under a kind of MODEL OVER COMPLEX TOPOGRAPHY

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CN207538430U true CN207538430U (en) 2018-06-26

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113738086A (en) * 2021-09-10 2021-12-03 重庆一零七市政建设工程有限公司 High and steep dangerous rock attached type operation platform
CN114182934A (en) * 2021-12-27 2022-03-15 中国铁道科学研究院集团有限公司 Slope scaffold structure for ultra-high steep rock slope

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113738086A (en) * 2021-09-10 2021-12-03 重庆一零七市政建设工程有限公司 High and steep dangerous rock attached type operation platform
CN113738086B (en) * 2021-09-10 2023-03-03 重庆一零七市政建设工程有限公司 High and steep dangerous rock attached type operation platform
CN114182934A (en) * 2021-12-27 2022-03-15 中国铁道科学研究院集团有限公司 Slope scaffold structure for ultra-high steep rock slope
CN114182934B (en) * 2021-12-27 2023-01-10 中国铁道科学研究院集团有限公司 Slope scaffold structure for ultra-high steep rock slope

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