CN207846461U - One kind plus pier Foundation Supported with Composite Soil Nailing - Google Patents

One kind plus pier Foundation Supported with Composite Soil Nailing Download PDF

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Publication number
CN207846461U
CN207846461U CN201721666470.7U CN201721666470U CN207846461U CN 207846461 U CN207846461 U CN 207846461U CN 201721666470 U CN201721666470 U CN 201721666470U CN 207846461 U CN207846461 U CN 207846461U
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CN
China
Prior art keywords
knoll
soil nailing
supporting
brace
pier foundation
Prior art date
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Active
Application number
CN201721666470.7U
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Chinese (zh)
Inventor
陈静
李洪斌
杨梦超
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.)
China Railway Construction Group Infrastructure Construction Co Ltd
Original Assignee
Municipal Engineering Co Ltd of China Railway Construction Group 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
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Application filed by Municipal Engineering Co Ltd of China Railway Construction Group Co Ltd filed Critical Municipal Engineering Co Ltd of China Railway Construction Group Co Ltd
Priority to CN201721666470.7U priority Critical patent/CN207846461U/en
Application granted granted Critical
Publication of CN207846461U publication Critical patent/CN207846461U/en
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Abstract

The utility model discloses one kind plus pier Foundation Supported with Composite Soil Nailing, including knoll, knoll (1) upper end connecting cross beam supporting to set triangle pole between knoll and the angle of cross anchor beam support.The brace of two cross-fixings is set between knoll, brace intersects at supporting-point, and soil nailing one end is fixed on supporting-point, the composite supporting construction that brace is formed with knoll, soil nailing.Structure with knoll and crossbeam, triangle pole, soil nailing compound action power, it is more firm, bear that pressure is big, and supporting time is long, the features such as being unlikely to deform easy to install.

Description

One kind plus pier Foundation Supported with Composite Soil Nailing
Technical field
The utility model is related to design of anchored bulkhead field, specially a kind of plus pier Foundation Supported with Composite Soil Nailing.
Background technology
For the method that other opposite processing slope stabilities or landslide are repaired, soil-nail wall support occupies very big advantage. First, soil nail wall installation faster than other method for protecting support, is suitable for the landslide and slope of various irregular shapes.Other side slopes are steady The mode that fixed or slope is repaired, more or less corrodes or the later stage on harmful slope stablizes.Soil-nail wall support is in the construction process There is low-down noise to surrounding area, it might even be possible to say it is not influence.Soil nailing can also be used for repairing or reinforcing existing Wall body structure and ramp system.For other suspension roof supports or cable bolting, nailing needs less time and lower Expense is invested.But general soil-nail wall support relies solely on concrete face slab and soil nailing bearing, and bearing capacity is limited.
Utility model content
In view of the deficiencies of the prior art, the utility model provides a kind of plus pier Foundation Supported with Composite Soil Nailing, has soil The structure of pier and crossbeam, triangle pole, soil nailing compound action power, it is more firm, bear that pressure is big, and supporting time is long, it is easy to install not The features such as yielding.
One kind plus pier Foundation Supported with Composite Soil Nailing, including knoll, the knoll upper end connecting cross beam supporting, the knoll Triangle pole is set between the angle of the cross anchor beam support, the brace of two cross-fixings is set between the knoll, and the brace intersects at Supporting point, soil nailing one end are fixed on the supporting point, the composite supporting construction that brace is formed with knoll, soil nailing.
Preferably, the knoll forms a line along slope surface.
Preferably, the cross anchor beam support connects knoll, and covers top of the slope.
Preferably, in two brace infalls and hole is arranged in the supporting point, and the soil nailing passes through the supporting point simultaneously Fastening.
Compared with prior art, has following advantageous effect:The one kind plus pier Foundation Supported with Composite Soil Nailing have knoll It is more firm with the structure of cross anchor beam support, triangle pole, soil nailing compound action power, bear that pressure is big, and supporting time is long, it is easy to install The features such as being unlikely to deform.
Description of the drawings
Fig. 1 is the utility model positive structure diagram;
Fig. 2 is the utility model section structural schematic diagram.
In figure:1 knoll, 2 triangle poles, 3 cross anchor beam supports, 4 soil nailings, 5 braces, 6 supporting points,
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work The every other embodiment obtained, shall fall within the protection scope of the present invention.
- 2 are please referred to Fig.1, the utility model provides a kind of technical solution:
One kind plus pier Foundation Supported with Composite Soil Nailing, including knoll 1,1 upper end connecting cross beam supporting 3 of the knoll are described Triangle pole 2 is set between knoll 1 and the angle of the cross anchor beam support 3, and the brace 5 of two cross-fixings is set between the knoll 1, ensure that The brace of stablizing of slope intersects at supporting point 6, and 4 one end of soil nailing is fixed on the supporting point 6, brace 5 and knoll, soil nailing The composite supporting construction of 4 compositions.Knoll 1 forms a line along slope surface.The slope failure that prevents of pier, cross anchor beam support 3 are beaten along foundation pit side Knoll 1 is connected, and covers top of the slope.Keep top of the slope more firm, supporting point 6 is in two 5 infalls of brace and hole is arranged, the soil Nail is across the supporting point 6 and fastens.Two braces 5 and the mutually bearing of soil nailing 4 ensure that structure is more firm.Overall structure is born Pressure is big, and supporting time is long.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art, It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.

Claims (4)

1. one kind plus pier Foundation Supported with Composite Soil Nailing, including knoll (1), knoll (1) the upper end connecting cross beam supporting (3), Triangle pole (2) is set between the knoll (1) and the angle of the cross anchor beam support (3), and two cross-fixings are set between the knoll (1) Brace (5), the brace intersect at supporting point (6), and soil nailing (4) one end is fixed on the supporting point (6), it is characterised in that:Tiltedly The composite supporting construction that bar (5) is formed with knoll (1), soil nailing (4).
2. a kind of plus pier Foundation Supported with Composite Soil Nailing according to claim 1, it is characterised in that:Under the knoll (1) In end embedment ground, the knoll (1) forms a line along slope surface.
3. a kind of plus pier Foundation Supported with Composite Soil Nailing according to claim 1, it is characterised in that:The cross anchor beam support (3) connection knoll (1), and cover top of the slope.
4. a kind of plus pier Foundation Supported with Composite Soil Nailing according to claim 1, it is characterised in that:The supporting point (6) In two brace (5) infalls and hole is set, the soil nailing passes through the supporting point (6) and fastens.
CN201721666470.7U 2017-12-05 2017-12-05 One kind plus pier Foundation Supported with Composite Soil Nailing Active CN207846461U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721666470.7U CN207846461U (en) 2017-12-05 2017-12-05 One kind plus pier Foundation Supported with Composite Soil Nailing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721666470.7U CN207846461U (en) 2017-12-05 2017-12-05 One kind plus pier Foundation Supported with Composite Soil Nailing

Publications (1)

Publication Number Publication Date
CN207846461U true CN207846461U (en) 2018-09-11

Family

ID=63423463

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721666470.7U Active CN207846461U (en) 2017-12-05 2017-12-05 One kind plus pier Foundation Supported with Composite Soil Nailing

Country Status (1)

Country Link
CN (1) CN207846461U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110311319A (en) * 2019-06-03 2019-10-08 由中国 A kind of composite type cabinet type transformer substation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110311319A (en) * 2019-06-03 2019-10-08 由中国 A kind of composite type cabinet type transformer substation

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Legal Events

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GR01 Patent grant
GR01 Patent grant
CP03 Change of name, title or address

Address after: Room 801-1, No.20, Shijingshan Road, Shijingshan District, Beijing 100043

Patentee after: China Railway Construction Group Infrastructure Construction Co., Ltd

Address before: 100040 room 20, 801-1 Shijingshan Road, Beijing, Shijingshan District

Patentee before: CHINA RAILWAY CONSTRUCTION GROUP MUNICIPAL ENGINEERING Co.,Ltd.

CP03 Change of name, title or address