CN104832199A - Anchor rod and anchoring method adopting anchor rod - Google Patents
Anchor rod and anchoring method adopting anchor rod Download PDFInfo
- Publication number
- CN104832199A CN104832199A CN201510216340.2A CN201510216340A CN104832199A CN 104832199 A CN104832199 A CN 104832199A CN 201510216340 A CN201510216340 A CN 201510216340A CN 104832199 A CN104832199 A CN 104832199A
- Authority
- CN
- China
- Prior art keywords
- rod
- hole
- backing plate
- anchor
- cavity
- 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
Links
- 238000000034 method Methods 0.000 title claims description 12
- 238000004873 anchoring Methods 0.000 title description 2
- 239000011083 cement mortar Substances 0.000 claims abstract description 16
- 239000007787 solid Substances 0.000 claims description 11
- 239000002002 slurry Substances 0.000 claims description 10
- 230000000694 effects Effects 0.000 claims description 9
- 229920002472 Starch Polymers 0.000 claims description 3
- 235000019698 starch Nutrition 0.000 claims description 3
- 239000008107 starch Substances 0.000 claims description 3
- 230000007774 longterm Effects 0.000 abstract description 4
- 239000004570 mortar (masonry) Substances 0.000 abstract 3
- 230000007547 defect Effects 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000004615 ingredient Substances 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/02—Setting anchoring-bolts with provisions for grouting
- E21D20/021—Grouting with inorganic components, e.g. cement
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Chemical & Material Sciences (AREA)
- Inorganic Chemistry (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses an anchor rod which consists of a backing plate, a baffle cover and a rod body, wherein a cavity is formed inside the rod body; a mortar inlet connected with the cavity is formed in the end part of the rod body; external threads are arranged at the end part of the rod body; a plurality of mortar overflow holes connected with the cavity are formed in the outer circumferential wall of the rod body and are uniformly arrayed along the axial direction of the rod body; internal threads correspondingly matched with the external threads are arranged on the baffle cover and are used for opening or closing the mortar inlet; the backing plate movably sleeves the rod body, and the upper end face of the backing plate can be supported against the lower end face of the baffle cover. According to the anchor rod, the defect that the anchor rod is easily extracted from cement mortar under the long-term action of an outside environment can be overcome.
Description
Technical field
The present invention relates to reinforcing side slope technique field, particularly a kind of anchor pole and adopt the solid anchor method of this anchor pole.
Background technology
A large amount of slope project is related in the construction of highway in China, railway and infrastructure, slope reinforcement is the important component part in this engineering, the reinforcement form extensively adopted at present is anchoring, but common anchor pole is under long-term external environment effect, easily extract from cement mortar, or extract together with cement mortar, thus lose anchorage effect, the stability and safety of side slope can not be ensured.
The information being disclosed in this background technology part is only intended to increase the understanding to general background of the present invention, and should not be regarded as admitting or imply in any form that this information structure has been prior art that persons skilled in the art are known.
Summary of the invention
The object of the present invention is to provide a kind of anchor pole, thus overcome anchor pole under long-term external environment effect, the shortcoming of easily extracting from cement mortar.
For achieving the above object, the invention provides a kind of anchor pole, be made up of backing plate, door and the body of rod,
The inside of the described body of rod is cavity, is provided with the pulp inlet connecting described cavity in the end of the described body of rod, and offers at the periphery wall of the described body of rod extravasating hole that multiple and described cavity is connected;
Described door is connected with the described body of rod in the mode that can dismantle, and is used to open or close pulp inlet.
Described backing plate activity is placed on the described body of rod and the upper surface of this backing plate and can offsets with the lower surface of described door.
In technique scheme, described multiple extravasating hole is evenly distributed along the axis of the described body of rod.
In technique scheme, be provided with external screw thread in the end of the described body of rod, described door is provided with the internal thread with described external screw thread corresponding matching.
Another object of the present invention is to provide a kind of solid anchor method adopting above-mentioned anchor pole, thus overcome anchor pole under long-term external environment effect, the shortcoming of easily extracting from cement mortar.
For achieving the above object, the invention provides a kind of solid anchor method adopting above-mentioned anchor pole, comprise the following steps:
1) treat solid slope body and offer multiple anchor hole, the hole wall of described anchor hole offers and multiplely to stretch out and hole is starched in the expansion corresponding with multiple extravasating hole of the described body of rod;
2) the described body of rod is inserted described anchor hole, and make described multiple extravasating hole multiplely expand that to starch hole corresponding with described;
3) pour into cement mortar toward described pulp inlet, expanded to form excessive slurry toward described expansion slurry direction, hole by described extravasating hole after described cement mortar fills full described cavity;
4) be inserted in backing plate, and be screwed into the described body of rod by door described backing plate is reinforced.
Compared with prior art, the present invention has following beneficial effect: the anchor pole in the present invention and adopt the solid anchor method of this anchor pole, hole is starched in the expansion that cement mortar in anchor pole is overflowed in the body of slope by extravasating hole, form perforate to overflow slurry, together with the cement mortar in anchor pole, two-way reinforcement effect is played to Rock And Soil, not only increase the uplift resistance of anchor pole, thus ensure the safety of side slope, and there is the advantages such as construction is convenient, good economy performance.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram according to anchor pole of the present invention.
Fig. 2 is the A-A sectional view according to anchor pole of the present invention.
Main Reference Numerals illustrates:
1-slope body, 2-backing plate, 3-door, the 4-body of rod, 5-extravasating hole, 6-overflows slurry, 7-cement mortar, and 8-expands slurry hole.
Detailed description of the invention
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is described in detail, but is to be understood that protection scope of the present invention not by the restriction of detailed description of the invention.
Clearly represent unless otherwise other, otherwise in whole manual and claims, term " comprise " or its conversion as " comprising " or " including " etc. by be understood to include the element of stating or ingredient, and do not get rid of other element or other ingredient.
As shown in Figure 1 to Figure 2, according to a kind of anchor pole of the specific embodiment of the invention, be made up of backing plate 2, door 3 and the body of rod 4, the inside of the body of rod 4 is cavity, the pulp inlet connecting cavity is provided with in the end of the body of rod 4, and be provided with external screw thread in the end of the body of rod 4, offer multiple extravasating hole 5 be connected with cavity at the periphery wall of the body of rod 4, multiple extravasating hole 5 is evenly distributed along the axis of the body of rod 4; Door 3 is provided with the internal thread with external screw thread corresponding matching, is used to open or close pulp inlet.Backing plate 2 activity is placed on the body of rod 4 and upper surface of this backing plate 2 and can offsets with the lower surface of door 3.
Adopt the solid anchor method of this anchor pole in the present embodiment, specifically comprise the following steps:
1) treat solid slope body and offer multiple anchor hole, the hole wall of anchor hole offers and multiplely to stretch out and hole 8 is starched in the expansion corresponding with multiple extravasating hole 5 of the body of rod 4;
2) body of rod 4 is inserted anchor hole, and make multiple extravasating hole 5 expand that to starch hole 8 corresponding with multiple;
3) pour into cement mortar 7 toward pulp inlet, after cement mortar 7 fills full cavity, expand the expansion of slurry direction, hole 8 to form excessive slurry 6 by extravasating hole 5 is past;
4) be inserted in backing plate 2, and be screwed into the body of rod 4 pairs of backing plates 2 by door 3 and reinforce.
Anchor pole in the present invention and adopt the solid anchor method of this anchor pole, hole is starched in the expansion that cement mortar in anchor pole is overflowed in the body of slope by extravasating hole, form perforate to overflow slurry, together with the cement mortar in anchor pole, two-way reinforcement effect is played to Rock And Soil, not only increase the uplift resistance of anchor pole, thus ensure the safety of side slope, and there is the advantages such as construction is convenient, good economy performance.
The aforementioned description to concrete exemplary of the present invention is to illustrate and the object of illustration.These descriptions not want the present invention to be defined as disclosed precise forms, and obviously, according to above-mentioned instruction, can much change and change.The object selected exemplary embodiment and describe is to explain certain principles of the present invention and practical application thereof, thus those skilled in the art can be realized and utilize various different exemplary of the present invention and various different selection and change.Scope of the present invention is intended to limited by claims and equivalents thereof.
Claims (4)
1. an anchor pole, is made up of backing plate, door and the body of rod, it is characterized in that,
The inside of the described body of rod is cavity, is provided with the pulp inlet connecting described cavity in the end of the described body of rod, and offers at the periphery wall of the described body of rod extravasating hole that multiple and described cavity is connected;
Described door is connected with the described body of rod in the mode that can dismantle, and is used to open or close pulp inlet;
Described backing plate activity is placed on the described body of rod and the upper surface of this backing plate and can offsets with the lower surface of described door.
2. anchor pole according to claim 1, is characterized in that, described multiple extravasating hole is evenly distributed along the axis of the described body of rod.
3. anchor pole according to claim 1, is characterized in that, is provided with external screw thread in the end of the described body of rod, and described door is provided with the internal thread with described external screw thread corresponding matching.
4. adopt a solid anchor method for anchor pole described in claim 1, it is characterized in that, comprise the following steps:
1) treat solid slope body and offer multiple anchor hole, the hole wall of described anchor hole offers and multiplely to stretch out and hole is starched in the expansion corresponding with multiple extravasating hole of the described body of rod;
2) the described body of rod is inserted described anchor hole, and make described multiple extravasating hole multiplely expand that to starch hole corresponding with described;
3) pour into cement mortar toward described pulp inlet, expanded to form excessive slurry toward described expansion slurry direction, hole by described extravasating hole after described cement mortar fills full described cavity;
4) be inserted in backing plate, and be screwed into the described body of rod by door described backing plate is reinforced.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510216340.2A CN104832199A (en) | 2015-04-30 | 2015-04-30 | Anchor rod and anchoring method adopting anchor rod |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510216340.2A CN104832199A (en) | 2015-04-30 | 2015-04-30 | Anchor rod and anchoring method adopting anchor rod |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104832199A true CN104832199A (en) | 2015-08-12 |
Family
ID=53810341
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510216340.2A Pending CN104832199A (en) | 2015-04-30 | 2015-04-30 | Anchor rod and anchoring method adopting anchor rod |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104832199A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111271106A (en) * | 2020-02-04 | 2020-06-12 | 东南大学 | Fishbone-shaped basalt fiber hollow anchor rod system and installation method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2622391Y (en) * | 2003-03-20 | 2004-06-30 | 付庆福 | Self-drilling type sand grouting anchor |
| CN101260672A (en) * | 2008-03-27 | 2008-09-10 | 中南大学 | Weak surface rock slope grouting method and anchor tube for grouting |
| AU2003232521B2 (en) * | 2002-06-21 | 2009-02-05 | Minova Australia Pty Limited | Rock bolting system |
| CN103572757A (en) * | 2013-11-07 | 2014-02-12 | 山东交通学院 | Multi-level back-grasp-type hollow anchor rod and construction method thereof |
| CN103615272A (en) * | 2013-11-07 | 2014-03-05 | 山东交通学院 | Hollow anchor rod with rebar framework and construction method of hollow anchor rod |
| CN104295309A (en) * | 2014-10-30 | 2015-01-21 | 安徽理工大学 | Energy-gathered perforation hollow grouting anchor with reinforcement framework and construction method thereof |
-
2015
- 2015-04-30 CN CN201510216340.2A patent/CN104832199A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2003232521B2 (en) * | 2002-06-21 | 2009-02-05 | Minova Australia Pty Limited | Rock bolting system |
| CN2622391Y (en) * | 2003-03-20 | 2004-06-30 | 付庆福 | Self-drilling type sand grouting anchor |
| CN101260672A (en) * | 2008-03-27 | 2008-09-10 | 中南大学 | Weak surface rock slope grouting method and anchor tube for grouting |
| CN103572757A (en) * | 2013-11-07 | 2014-02-12 | 山东交通学院 | Multi-level back-grasp-type hollow anchor rod and construction method thereof |
| CN103615272A (en) * | 2013-11-07 | 2014-03-05 | 山东交通学院 | Hollow anchor rod with rebar framework and construction method of hollow anchor rod |
| CN104295309A (en) * | 2014-10-30 | 2015-01-21 | 安徽理工大学 | Energy-gathered perforation hollow grouting anchor with reinforcement framework and construction method thereof |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111271106A (en) * | 2020-02-04 | 2020-06-12 | 东南大学 | Fishbone-shaped basalt fiber hollow anchor rod system and installation method |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150812 |
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| WD01 | Invention patent application deemed withdrawn after publication |