CN105002905B - Embedded anchor bar node - Google Patents

Embedded anchor bar node Download PDF

Info

Publication number
CN105002905B
CN105002905B CN201510317955.4A CN201510317955A CN105002905B CN 105002905 B CN105002905 B CN 105002905B CN 201510317955 A CN201510317955 A CN 201510317955A CN 105002905 B CN105002905 B CN 105002905B
Authority
CN
China
Prior art keywords
anchor
clamp
node clamp
paste
coal tar
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.)
Expired - Fee Related
Application number
CN201510317955.4A
Other languages
Chinese (zh)
Other versions
CN105002905A (en
Inventor
刘桐
刘荆
胡宝军
成春玲
张春芳
周晓录
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.)
Cheng Chunling
Hu Baojun
LIU JING
Liu Tong
Zhang Chunfang
Zhou Xiaolu
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201510317955.4A priority Critical patent/CN105002905B/en
Publication of CN105002905A publication Critical patent/CN105002905A/en
Application granted granted Critical
Publication of CN105002905B publication Critical patent/CN105002905B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The invention discloses a kind of embedded anchor bar node, including upper anchor node clamp and the node clamp that casts anchor, upper anchor node clamp and casting anchor is connected by coal tar layer of paste between node clamp, cast anchor node clamp and upper anchor node clamp is all connected in coal tar layer of paste, embedded board is vertically installed in coal tar layer of paste, embedded board top is connected through coal tar layer of paste with upper anchor node clamp, its bottom is each passed through coal tar layer of paste and the node clamp that casts anchor setting, embedded board is two, it is transversely provided with extra play between two embedded boards, extra play two ends are each passed through two embedded board settings, it is connected with built-in pipe between extra play and upper anchor node clamp.This embedded anchor bar node eliminates anchorage, construction is simpler, requirement to workmen also decreases, reliable construction quality is higher, pre-buried effect is very good, has good support performance, in addition the potentiation of additional structure layers, so that its waterproof effect is become apparent from, be less prone to Seepage.

Description

Embedded anchor bar node
Technical field
The present invention relates to a kind of anchor pole node, particularly to a kind of embedded anchor bar node.
Background technology
Suspension roof support is to adopt in the construction of the underground chamber such as earth's surface engineering and tunnel, stope such as side slope, ground deep basal pit A kind of its support reinforcement mode.Make roofbolt with metalwork, wooden piece, polymer member or other materials, squeeze into earth's surface rock mass or cave In the pre-drilled hole of room surrounding rock body, using its head, the special tectonic of the body of rod and afterbody supporting plate, or depend on bonding effect Country rock and rock mass stability are combined together and produce suspension effectiveness, combination beam effect and reinforcing effect, to reach the mesh of supporting 's.Anchor pole is provided with node, so that reinforcement by connection effect can preferably be played, general anchor pole nodal function is single, easily goes out Existing obscission, it is impossible to preferably play pre-buried effect, needs it is accordingly improved so as to anchor pole can be preferably applied to In supporting.
Content of the invention
The technical problem to be solved in the present invention is:Overcome the problems referred to above, provide one kind to eliminate anchorage, construction is simpler Single, the requirement to workmen also decreases, and reliable construction quality is higher, and pre-buried effect is very good, has good propping up The embedded anchor bar node of support performance.
To achieve these goals, the technical solution used in the present invention is such:The embedded anchor bar node of the present invention, bag Include anchor node clamp and the node clamp that casts anchor, upper anchor node clamp and cast anchor and pass through coal tar layer of paste between node clamp even Connect, cast anchor node clamp and upper anchor node clamp is all connected in coal tar layer of paste, be vertically provided with pre-buried in coal tar layer of paste Plate, embedded board top is connected through coal tar layer of paste with upper anchor node clamp, and its bottom is each passed through coal tar layer of paste and casts anchor Node clamp is arranged, and embedded board is two, is transversely provided with extra play, it is pre-buried that extra play two ends are each passed through two between two embedded boards Plate is arranged, and is connected with built-in pipe between extra play and upper anchor node clamp, and pre-buried bottom of the tube passes through extra play to arrange, and its top is worn Cross the setting of anchor node clamp.
Further, as a kind of specific version, upper anchor node clamp of the present invention and the node clamp that casts anchor All made using nonmetallic materials.
Further, as a kind of specific version, upper anchor node clamp lower surface of the present invention and the section that casts anchor Point clamp upper surface all has draw-in groove.
Further, as a kind of specific version, upper anchor node clamp lower surface of the present invention and the section that casts anchor It is mounted on slide rail in point clamp draw-in groove.
Further, as a kind of specific version, coal tar layer of paste upper surface of the present invention and lower surface are equal It is placed in anchor node clamp lower surface and the draw-in groove of the node clamp that casts anchor, and coal tar layer of paste and upper anchor node clamp lower surface And node clamp junction of casting anchor is provided with advance ball, advance ball is placed in draw-in groove.
Further, as a kind of specific version, coal tar layer of paste thickness of the present invention is at five to ten centimetres Between.
Compared with prior art, it is an advantage of the current invention that:This embedded anchor bar node eliminates anchorage, and construction is simpler Single, the requirement to workmen also decreases, and reliable construction quality is higher, and pre-buried effect is very good, has good propping up Support performance, the potentiation of additional structure layers, so as to waterproof effect becomes apparent from, is less prone to Seepage in addition.
Brief description
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 is the structural representation of the present invention;
In figure:1. go up anchor node clamp;2. embedded board;3. built-in pipe;4. extra play;5. coal tar layer of paste;6. cast anchor section Point clamp.
Specific embodiment
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, only with Illustration illustrates the basic structure of the present invention, and therefore it only shows the composition relevant with the present invention.
The preferred embodiment of embedded anchor bar node of the present invention as shown in Figure 1, including upper anchor node clamp 1 and lower anchor node Clamp 6, upper anchor node clamp 1 and casting anchor is connected by coal tar layer of paste 5 between node clamp 6, and cast anchor node clamp 6 and upper anchor Node clamp 1 is all connected in coal tar layer of paste 5, is vertically provided with embedded board 2 in coal tar layer of paste 5, and embedded board 2 top passes through Coal tar layer of paste 5 is connected with upper anchor node clamp 1, and its bottom is each passed through coal tar layer of paste 5 and the node clamp 6 that casts anchor is arranged, Embedded board 2 is two, is transversely provided with extra play 4, extra play 4 two ends are each passed through two embedded boards 2 and arrange between two embedded boards 2, It is connected with built-in pipe 3, built-in pipe 3 bottom is arranged through extra play 4, and its top passes through between extra play 4 and upper anchor node clamp 1 Upper anchor node clamp 1 is arranged, and described upper anchor node clamp 1 and the node clamp 6 that casts anchor all are made using nonmetallic materials, described on Anchor node clamp 1 lower surface and node clamp 6 upper surface that casts anchor all have draw-in groove, described upper anchor node clamp 1 lower surface and under It is mounted on slide rail, described coal tar layer of paste 5 upper surface and lower surface are placed in anchor node clamp in anchor node clamp 6 draw-in groove In the draw-in groove of 1 lower surface and the node clamp 6 that casts anchor, and coal tar layer of paste 5 and upper anchor node clamp 1 lower surface and the node card that casts anchor Plate 6 junction is provided with advance ball, and advance ball is placed in draw-in groove, and described coal tar layer of paste 5 thickness is between five to ten centimetres.
The embedded anchor bar node of the present invention eliminates anchorage, and construction is simpler, and the requirement to workmen is also dropped therewith Low, reliable construction quality is higher, and pre-buried effect is very good, has good support performance, in addition the enhancing of additional structure layers Effect, so as to waterproof effect becomes apparent from, is less prone to Seepage.Described upper anchor node clamp 1 and the node clamp 6 that casts anchor are equal Made using nonmetallic materials, alleviate self structure weight;Described upper anchor node clamp 1 lower surface and the node clamp 6 that casts anchor Upper surface all has draw-in groove, is mounted on slide rail, institute in described upper anchor node clamp 1 lower surface and node clamp 6 draw-in groove that casts anchor State coal tar layer of paste 5 upper surface and lower surface be placed in anchor node clamp 1 lower surface and the draw-in groove of the node clamp 6 that casts anchor, And coal tar layer of paste 5 is provided with advance ball, advance ball with upper anchor node clamp 1 lower surface and node clamp 6 junction of casting anchor It is placed in draw-in groove, can be slidably connected, and switching performance is stable, is not in obscission, connect more secure rigid;Institute State coal tar layer of paste 5 thickness between five to ten centimetres, actual field using effect is more preferable.
With the above-mentioned desirable embodiment according to the present invention for enlightenment, by above-mentioned description, relevant staff is complete Entirely various change and modification can be carried out in the range of without departing from this invention technological thought.The technology of this invention The content that property scope is not limited in description it is necessary to determine its technical scope according to right.

Claims (1)

1. a kind of embedded anchor bar node, including upper anchor node clamp and cast anchor node clamp it is characterised in that:Upper anchor node clamp And cast anchor and connected by coal tar layer of paste between node clamp, cast anchor node clamp and upper anchor node clamp is all connected to coal tar In layer of paste, embedded board is vertically installed in coal tar layer of paste, embedded board top passes through coal tar layer of paste with upper anchor node clamp even Connect, its bottom is each passed through coal tar layer of paste and the node clamp that casts anchor setting, embedded board is two, laterally sets between two embedded boards There is extra play, extra play two ends are each passed through two embedded board settings, are connected with built-in pipe between extra play and upper anchor node clamp, Pre-buried bottom of the tube passes through extra play to arrange, and its top passes through upper anchor node clamp setting, described upper anchor node clamp and the section that casts anchor Point clamp is all made using nonmetallic materials, and described upper anchor node clamp lower surface and the node clamp upper surface that casts anchor all have card Groove, is mounted on slide rail in described upper anchor node clamp lower surface and the node clamp draw-in groove that casts anchor, described coal tar layer of paste upper table Face and lower surface are placed in anchor node clamp lower surface and the draw-in groove of the node clamp that casts anchor, and coal tar layer of paste and upper anchor section Point clamp lower surface and node clamp junction of casting anchor are provided with advance ball, and advance ball is placed in draw-in groove, described Colophonium ointment Thickness degree is between five to ten centimetres.
CN201510317955.4A 2015-06-11 2015-06-11 Embedded anchor bar node Expired - Fee Related CN105002905B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510317955.4A CN105002905B (en) 2015-06-11 2015-06-11 Embedded anchor bar node

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510317955.4A CN105002905B (en) 2015-06-11 2015-06-11 Embedded anchor bar node

Publications (2)

Publication Number Publication Date
CN105002905A CN105002905A (en) 2015-10-28
CN105002905B true CN105002905B (en) 2017-03-01

Family

ID=54375749

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510317955.4A Expired - Fee Related CN105002905B (en) 2015-06-11 2015-06-11 Embedded anchor bar node

Country Status (1)

Country Link
CN (1) CN105002905B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111075031A (en) * 2019-12-24 2020-04-28 常州工学院 Civil engineering construction pre-buried equipment

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6401407B1 (en) * 1999-05-26 2002-06-11 Stay-Put Safety Plate Distribution, Inc. Cover plate ground anchor
CN2529905Y (en) * 2002-03-18 2003-01-08 柳州市建筑机械总厂 Heading anchor-boom anchor device
CN201280726Y (en) * 2008-08-06 2009-07-29 青岛海川建设集团有限公司 Combination anti-floating piled anchor node water-proof structure
CN104153802A (en) * 2014-07-18 2014-11-19 成都绿迪科技有限公司 Anchor rod structure
CN204326072U (en) * 2014-12-11 2015-05-13 李骁春 A kind of anti-float anchor rod node

Also Published As

Publication number Publication date
CN105002905A (en) 2015-10-28

Similar Documents

Publication Publication Date Title
CN103244123B (en) High-dipping medium thick ore body mining method
CN103088837A (en) Mud anti-drag sink-assisting device in open caisson sinking construction
CN205778903U (en) A kind of soft-rock tunnel pucking preventing and treating device
CN105002905B (en) Embedded anchor bar node
CN207278276U (en) Cross the shallow-depth-excavation tunnel supporting construction of ground fissure crushed zone
CN109083163A (en) A kind of efficient rigid structure structure of stake arched door type for administering regional landslide
CN107165174B (en) Chair type portal support structure
CN205532652U (en) Rock cross -cut coal uncovering 's enhancement supporting construction under complex geological condition
CN209493940U (en) A kind of roofbolt construction arrangement of architectural engineering
CN107237645A (en) A kind of improved Self-propelled grouting anchoring-bolt
CN204940271U (en) Embedded anchor bar node
CN207878441U (en) A kind of ruggedized construction of soft soil foundation
CN207672602U (en) The pull-type vertical retaining wall structure structure of anchor
CN206319683U (en) A kind of adjustable shock-absorbing plate
CN204645033U (en) Head for anchor shaft
CN204023569U (en) A kind of bellows enlarged footing anchor bolt support
CN207727612U (en) Rib column formula anchored bolt retaining wall structure
CN207828961U (en) A kind of barb type construction pile
CN202559366U (en) Lattice side slope ecological supporting structure
CN208056058U (en) Impact driving into type covering layer slope slip casting anchor system
CN208762994U (en) A kind of civil engineering Combined concrete ground
CN205689225U (en) Crushed zone roadway support
CN205382465U (en) Board -like mud -rock flow of ge bin - stake structure of blocking
CN110130169A (en) A kind of road foundation structure
CN205422735U (en) Hard and soft combination supporting construction

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C41 Transfer of patent application or patent right or utility model
CB03 Change of inventor or designer information

Inventor after: Liu Tong

Inventor after: Liu Jing

Inventor after: Hu Baojun

Inventor after: Cheng Chunling

Inventor after: Zhang Chunfang

Inventor after: Zhou Xiaolu

Inventor before: Liang Feng

COR Change of bibliographic data
TA01 Transfer of patent application right

Effective date of registration: 20161202

Address after: 050000 Hebei City, Shijiazhuang Province West Bridge Road, No. 9, building 2, unit 101, No. 72

Applicant after: Liu Tong

Applicant after: Liu Jing

Applicant after: Hu Baojun

Applicant after: Cheng Chunling

Applicant after: Zhang Chunfang

Applicant after: Zhou Xiaolu

Address before: 610000 Sichuan Province, Qingyang District, Jinyang Road, No. 7, building 6, building 19, No. 112

Applicant before: CHENGDU JIAMEIJIA SCIENCE & TECHNOLOGY CO., LTD.

GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170301

Termination date: 20190611