CN106759467A - A kind of unstability reinforced earth bulkhead reinforces the construction method of maintenance - Google Patents

A kind of unstability reinforced earth bulkhead reinforces the construction method of maintenance Download PDF

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Publication number
CN106759467A
CN106759467A CN201611022411.6A CN201611022411A CN106759467A CN 106759467 A CN106759467 A CN 106759467A CN 201611022411 A CN201611022411 A CN 201611022411A CN 106759467 A CN106759467 A CN 106759467A
Authority
CN
China
Prior art keywords
reinforced earth
earth bulkhead
unstability
maintenance
construction method
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
CN201611022411.6A
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Chinese (zh)
Inventor
严西华
孙超
曹凌峰
杜衍庆
杨凯
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.)
Tianjin Municipal Engineering Design and Research Institute
Original Assignee
Tianjin Municipal Engineering Design and Research Institute
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 Tianjin Municipal Engineering Design and Research Institute filed Critical Tianjin Municipal Engineering Design and Research Institute
Priority to CN201611022411.6A priority Critical patent/CN106759467A/en
Publication of CN106759467A publication Critical patent/CN106759467A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0225Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0233Retaining or protecting walls comprising retention means in the backfill the retention means being anchors

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  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The invention discloses the construction method that a kind of unstability reinforced earth bulkhead reinforces maintenance, comprise the following steps:Punched at existing reinforced earth bulkhead baffle plate plate angle;Arrangement is welded with the cage bar of bracket in hole;Cement mortar is injected in the hole for arrange cage bar;After cement mortar is pre-hardening, second pulp feeding;Sealing off and covering anchorage device is installed to cage bar exposed parts.Present invention reduces difficulty of construction, project progress is accelerated, the time needed for reducing leading, influence of the construction to existing traffic noise prediction can be efficiently reduced.

Description

A kind of unstability reinforced earth bulkhead reinforces the construction method of maintenance
Technical field
The present invention relates to a kind of construction method, in particular, it is related to a kind of unstability reinforced earth bulkhead to reinforce maintenance Construction method.
Background technology
Reinforced earth bulkhead as a kind of common barricade supporting and retaining system form, due to the advantage, quilt such as its low cost, supporting and retaining system effect be good It is widely used in the middle of road project.But by the development of the nearly 30 years Road Transportations of China, that builds in early days adds Muscle soil barricade rib tape ageing failure problem is increasingly highlighted, or even causes the destabilization problems such as reinforced earth bulkhead slides, baffle plate comes off.Cause To facing, unstability is threatened this needs or the reinforced earth bulkhead of unstability has carried out reinforcing maintenance.
For unstability reinforced earth bulkhead, remove and rebuild new reinforced earth bulkhead preferably.But consider Retaining Wall Reinforcement Maintenance by traffic pass through requirement limited, it is necessary to it is a kind of it is similar with former reinforced earth bulkhead operation principle, to the change of former barrier wall structure The construction method that the small, duration is fast, traffic impact is small.
The content of the invention
The invention aims to overcome deficiency of the prior art, there is provided a kind of unstability reinforced earth bulkhead reinforces maintenance Construction method, reduce difficulty of construction, accelerate project progress, the time needed for reducing leading, can efficiently reduce The influence constructed to existing traffic noise prediction.
The purpose of the present invention is achieved through the following technical solutions.
A kind of unstability reinforced earth bulkhead of the invention reinforces the construction method of maintenance, comprises the following steps:
Step one, punches at existing reinforced earth bulkhead baffle plate plate angle;
Step 2, arrangement is welded with the cage bar of bracket in hole;
Step 3, injects cement mortar in the hole for arrange cage bar;
Step 4, after cement mortar is pre-hardening, second pulp feeding;
Cage bar exposed parts are installed sealing off and covering anchorage device by step 5.
The arrangement of step one mesopore uses quincuncial arrangement, average one hole of every piece of baffle plate setting.
Cage bar uses spiral in the step 2, and bracket is along cage bar spaced set.
Sealing off and covering anchorage device includes anchor plate, packing ring and nut in the step 5.
In the step 5 after the installation of sealing off and covering anchorage device, sealing off and covering anchorage device and reinforced earth bulkhead baffle plate are carried out at whitewashing Reason, forms overall.
Compared with prior art, the beneficial effect that technical scheme is brought is:
The present invention is placed in reinforced earth bulkhead baffle plate outside using sealing off and covering anchorage device, baffle plate is combined closely with soil nailing formation is reinforced Entirety, make full use of existing reinforced earth retaining wall structure, reduce unstability reinforced earth bulkhead reinforce maintenance difficulty of construction, accelerate Project progress, the time needed for considerably reducing leading, can efficiently reduce construction to existing traffic noise prediction Influence.
Brief description of the drawings
Fig. 1 is the elevation that maintenance is reinforced using the reinforced earth bulkhead of present invention construction;
Fig. 2 is the sectional side view of Fig. 1;
Fig. 3 is the installation front view of sealing off and covering anchorage device in Fig. 1;
Fig. 4 is the installation side view of sealing off and covering anchorage device in Fig. 1.
Reference:1 baffle plate;2 cage bars;3 anchor plates;4 packing rings;
5 nuts;6 cement mortars;7 brackets.
Specific embodiment
For the content of the invention of the invention, feature and effect can be further appreciated that, following examples are hereby enumerated, and coordinate accompanying drawing Describe in detail as follows.
A kind of unstability reinforced earth bulkhead of the invention reinforces the construction method of maintenance, as shown in Figures 1 to 4, including it is following Step:
Step one, punches at the existing plate angle of reinforced earth bulkhead baffle plate 1, and the arrangement in hole uses quincuncial arrangement, puts down Every piece baffle plate 1 sets a hole;
Step 2, arrangement is welded with the lengthways main steel bar 2 of bracket 7 in hole, and main ribs 2 and the angle of horizontal plane be 10 °~ 20 °, main ribs 2 use Φ 25HRB400 spirals, bracket 7 along the spaced set of cage bar 2, with the access aperture of cage bar 2 In, for supporting cage bar 2;
Step 3, injects cement mortar 6 in the hole for arranging cage bar 2;
Step 4, after after the initial set of cement mortar 6, second pulp feeding, cement mortar 6 and cage bar 2 collectively form reinforcing soil nailing;
The exposed parts of cage bar 2 on reinforced earth bulkhead baffle plate 1, are installed sealing off and covering anchorage device, the sealing off and covering anchorage device bag by step 5 Anchor plate 3, packing ring 4 and nut 5 are included, the anchor plate 3 is made of steel plate;After the sealing off and covering anchorage device installation, to sealing off and covering anchorage Device and reinforced earth bulkhead baffle plate 1 carry out whitewashing treatment so that sealing off and covering anchorage device and reinforced earth bulkhead baffle plate 1 are connected as entirety, use In meeting its integrally-built requirement.
Although being described to function of the invention and the course of work above in conjunction with accompanying drawing, the invention is not limited in Above-mentioned concrete function and the course of work, above-mentioned specific embodiment are only schematical, rather than restricted, ability The those of ordinary skill in domain is not departing from present inventive concept and scope of the claimed protection situation under enlightenment of the invention Under, many forms can also be made, these are belonged within protection of the invention.

Claims (5)

1. a kind of unstability reinforced earth bulkhead reinforces the construction method of maintenance, it is characterised in that comprise the following steps:
Step one, punches at existing reinforced earth bulkhead baffle plate plate angle;
Step 2, arrangement is welded with the cage bar of bracket in hole;
Step 3, injects cement mortar in the hole for arrange cage bar;
Step 4, after cement mortar is pre-hardening, second pulp feeding;
Cage bar exposed parts are installed sealing off and covering anchorage device by step 5.
2. a kind of unstability reinforced earth bulkhead according to claim 1 reinforces the construction method of maintenance, it is characterised in that described The arrangement of step one mesopore uses quincuncial arrangement, average one hole of every piece of baffle plate setting.
3. a kind of unstability reinforced earth bulkhead according to claim 1 reinforces the construction method of maintenance, it is characterised in that described Cage bar uses spiral in step 2, and bracket is along cage bar spaced set.
4. a kind of unstability reinforced earth bulkhead according to claim 1 reinforces the construction method of maintenance, it is characterised in that described Sealing off and covering anchorage device includes anchor plate, packing ring and nut in step 5.
5. a kind of unstability reinforced earth bulkhead according to claim 1 reinforces the construction method of maintenance, it is characterised in that described In step 5 after the installation of sealing off and covering anchorage device, whitewashing treatment is carried out to sealing off and covering anchorage device and reinforced earth bulkhead baffle plate, form overall.
CN201611022411.6A 2016-11-17 2016-11-17 A kind of unstability reinforced earth bulkhead reinforces the construction method of maintenance Pending CN106759467A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611022411.6A CN106759467A (en) 2016-11-17 2016-11-17 A kind of unstability reinforced earth bulkhead reinforces the construction method of maintenance

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611022411.6A CN106759467A (en) 2016-11-17 2016-11-17 A kind of unstability reinforced earth bulkhead reinforces the construction method of maintenance

Publications (1)

Publication Number Publication Date
CN106759467A true CN106759467A (en) 2017-05-31

Family

ID=58969986

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201611022411.6A Pending CN106759467A (en) 2016-11-17 2016-11-17 A kind of unstability reinforced earth bulkhead reinforces the construction method of maintenance

Country Status (1)

Country Link
CN (1) CN106759467A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100592346B1 (en) * 2005-10-24 2006-06-22 씨엠엔지니어링(주) Construction method of a retaining wall with knuckle joint for road
KR20060100814A (en) * 2005-03-18 2006-09-21 주식회사 준별에프알피산업 Synthetic construction wall of a waterway, a canal and a method of the construction
CN103510540A (en) * 2012-06-29 2014-01-15 深圳市工勘岩土工程有限公司 Construction method for reinforcing mortar rubble retaining wall and structure of mortar rubble retaining wall
CN105297771A (en) * 2015-08-28 2016-02-03 中国电建集团贵阳勘测设计研究院有限公司 Highway masonry retaining wall reinforcing structure and reinforcing method thereof
CN205223763U (en) * 2015-12-07 2016-05-11 山西省交通科学研究院 Reinforced structure of retaining wall and road bed
CN205259018U (en) * 2015-12-29 2016-05-25 重庆广播电视大学 Road bed reinforcing structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20060100814A (en) * 2005-03-18 2006-09-21 주식회사 준별에프알피산업 Synthetic construction wall of a waterway, a canal and a method of the construction
KR100592346B1 (en) * 2005-10-24 2006-06-22 씨엠엔지니어링(주) Construction method of a retaining wall with knuckle joint for road
CN103510540A (en) * 2012-06-29 2014-01-15 深圳市工勘岩土工程有限公司 Construction method for reinforcing mortar rubble retaining wall and structure of mortar rubble retaining wall
CN105297771A (en) * 2015-08-28 2016-02-03 中国电建集团贵阳勘测设计研究院有限公司 Highway masonry retaining wall reinforcing structure and reinforcing method thereof
CN205223763U (en) * 2015-12-07 2016-05-11 山西省交通科学研究院 Reinforced structure of retaining wall and road bed
CN205259018U (en) * 2015-12-29 2016-05-25 重庆广播电视大学 Road bed reinforcing structure

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Application publication date: 20170531

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