CN105002905A - Embedded anchor bar joint - Google Patents
Embedded anchor bar joint Download PDFInfo
- Publication number
- CN105002905A CN105002905A CN201510317955.4A CN201510317955A CN105002905A CN 105002905 A CN105002905 A CN 105002905A CN 201510317955 A CN201510317955 A CN 201510317955A CN 105002905 A CN105002905 A CN 105002905A
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- Prior art keywords
- anchor
- node clamp
- embedded
- clamp
- paste
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Abstract
The invention discloses an embedded anchor bar joint. The embedded anchor bar joint comprises an upper anchor joint clamping plate and a lower anchor joint clamping plate which are connected through a pitch factice layer. The lower anchor joint clamping plate and the upper anchor joint clamping plate are both connected to the pitch factice layer in a clamping manner. Two embedded plates are vertically arranged in the pitch factice layer. The tops of the embedded plates penetrate the pitch factice layer to be connected with the upper anchor joint clamping plate. The bottoms of the embedded plates both penetrate the pitch factice layer and the lower anchor joint clamping plate. An additional layer is transversely arranged between the two embedded plates. The two ends of the additional layer penetrate the two embedded plates respectively. Embedded pipes are connected between the additional layer and the upper anchor joint clamping plate. According to the embedded anchor bar joint, anchorage devices are omitted, construction is easier, and accordingly the requirement for constructors is accordingly lowered; the construction quality is higher in reliability, the embedding effect is quite good, and the good supporting performance is achieved; and due to the enhancement effect of the additional structural layer, the waterproof effect of the embedded anchor bar joint can be more obvious, and the leakage phenomenon is not prone to appearing.
Description
Technical field
The present invention relates to a kind of anchor pole node, particularly a kind of embedded anchor bar node.
Background technology
Bolt support is a kind of its support reinforcement mode adopted in the earth's surface engineerings such as side slope, ground deep foundation ditch and the construction of the underground chamber such as tunnel, stope, roofbolt is made with metalwork, wooden piece, polymer member or other materials, squeeze in earth's surface rock mass or the pre-drilled hole of chamber surrounding rock body, utilize special tectonic and the afterbody supporting plate of its head, the body of rod, or depend on bonding effect and country rock and rock mass stability are combined and produces suspension effectiveness, compound beam effect and reinforcing effect, to reach the object of supporting.Anchor pole is provided with node, can better play reinforcement by connection effect, general anchor pole nodal function is single, easily occurs obscission, can not better play pre-buried effect, needs to carry out corresponding improvement to it, can better be applied in bolt support.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, provides one to eliminate ground tackle, constructs simpler, the requirement of constructor is also decreased, reliable construction quality is higher, and pre-buried effect is very good, has the embedded anchor bar node of good support performance.
To achieve these goals, the technical solution used in the present invention is such: embedded anchor bar node of the present invention, comprise anchor node clamp and the node clamp that casts anchor, upper anchor node clamp and casting anchor between node clamp is connected by coal tar layer of paste, cast anchor node clamp and upper anchor node clamp is all connected in coal tar layer of paste, vertically embedded board is installed in coal tar layer of paste, embedded board top is connected with upper anchor node clamp through coal tar layer of paste, coal tar layer of paste and the node clamp that casts anchor setting is each passed through bottom it, embedded board is two, laterally extra play is provided with between two embedded boards, extra play two ends are each passed through two embedded boards and arrange, built-in pipe is connected with between extra play and upper anchor node clamp, arrange through extra play bottom built-in pipe, its top is arranged through upper anchor node clamp.
Further, as a kind of concrete form of structure, upper anchor node clamp of the present invention and the node clamp that casts anchor all adopt nonmetals to make.
Further, as a kind of concrete form of structure, upper anchor node clamp soffit of the present invention and the node clamp upper surface that casts anchor all have draw-in groove.
Further, as a kind of concrete form of structure, in upper anchor node clamp soffit of the present invention and the node clamp draw-in groove that casts anchor, all slide rail is installed.
Further, as a kind of concrete form of structure, the equal soffit of coal tar layer of paste upper surface of the present invention is all placed in anchor node clamp soffit and casts anchor in the draw-in groove of node clamp, and coal tar layer of paste and upper anchor node clamp soffit and node clamp junction of casting anchor are provided with advance ball, advance ball is placed in draw-in groove.
Further, as a kind of concrete form of structure, coal tar layer of paste thickness of the present invention is between five to ten centimetres.
Compared with prior art, the invention has the advantages that: this embedded anchor bar node eliminates ground tackle, construct simpler, also decrease the requirement of constructor, reliable construction quality is higher, and pre-buried effect is very good, there is good support performance, in addition the humidification of additional structure layers, makes its waterproof effect more obvious, not easily occurs Seepage.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is 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 node clamp.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation, and these accompanying drawings are the schematic diagram of simplification, only basic structure of the present invention is described in a schematic way, and therefore it only shows the formation relevant with the present invention.
The preferred embodiment of embedded anchor bar node of the present invention as shown in Figure 1, comprise anchor node clamp 1 and the node clamp 6 that casts anchor, upper anchor node clamp 1 and casting anchor between node clamp 6 is connected by coal tar layer of paste 5, cast anchor node clamp 1 and upper anchor node clamp 6 is all connected in coal tar layer of paste 5, in coal tar layer of paste 5, embedded board 2 is vertically installed, embedded board 2 top is connected with upper anchor node clamp 1 through coal tar layer of paste 5, coal tar layer of paste 5 is each passed through and the node clamp 6 that casts anchor is arranged bottom it, embedded board 2 is two, laterally extra play 4 is provided with between two embedded boards 2, extra play 4 two ends are each passed through two embedded boards 2 and arrange, built-in pipe 3 is connected with between extra play 4 and upper anchor node clamp 1, 4 are established to put through extra play bottom built-in pipe 3, its top is arranged through upper anchor node clamp 1, described upper anchor node clamp 1 and the node clamp 6 that casts anchor all adopt nonmetals to make, described upper anchor node clamp 1 soffit and node clamp 6 upper surface that casts anchor all have draw-in groove, all slide rail is installed in described upper anchor node clamp 1 soffit and node clamp 6 draw-in groove that casts anchor, the equal soffit of described coal tar layer of paste 5 upper surface is all placed in anchor node clamp 1 soffit and casts anchor in the draw-in groove of node clamp 6, and coal tar layer of paste 5 is provided with advance ball with upper anchor node clamp 1 soffit and node clamp 6 junction of casting anchor, advance ball is placed in draw-in groove, described coal tar layer of paste 5 thickness is between five to ten centimetres.
Embedded anchor bar node of the present invention eliminates ground tackle, construct simpler, also decrease the requirement of constructor, reliable construction quality is higher, and pre-buried effect is very good, there is good support performance, in addition the humidification of additional structure layers, makes its waterproof effect more obvious, not easily occurs Seepage, described upper anchor node clamp 1 and the node clamp 6 that casts anchor all adopt nonmetals to make, and alleviate self structure weight, described upper anchor node clamp 1 soffit and node clamp 6 upper surface that casts anchor all have draw-in groove, all slide rail is installed in described upper anchor node clamp 1 soffit and node clamp 6 draw-in groove that casts anchor, the equal soffit of described coal tar layer of paste 5 upper surface is all placed in anchor node clamp 1 soffit and casts anchor in the draw-in groove of node clamp 6, and coal tar layer of paste 5 is provided with advance ball with upper anchor node clamp 1 soffit and node clamp 6 junction of casting anchor, advance ball is placed in draw-in groove, can be slidably connected, and switching performance is stablized, there will not be obscission, connect secure rigid more, described coal tar layer of paste 5 thickness is between five to ten centimetres, and actual field result of use is better.
With above-mentioned according to desirable embodiment of the present invention for enlightenment, by above-mentioned description, relevant staff completely can in the scope not departing from this invention technological thought, carry out various change and amendment, the technical scope of this invention is not limited to the content on manual, must determine its technical scope according to right.
Claims (1)
1. an embedded anchor bar node, comprise anchor node clamp and the node clamp that casts anchor, it is characterized in that: upper anchor node clamp and casting anchor between node clamp is connected by coal tar layer of paste, cast anchor node clamp and upper anchor node clamp is all connected in coal tar layer of paste, vertically embedded board is installed in coal tar layer of paste, embedded board top is connected with upper anchor node clamp through coal tar layer of paste, coal tar layer of paste and the node clamp that casts anchor setting is each passed through bottom it, embedded board is two, laterally extra play is provided with between two embedded boards, extra play two ends are each passed through two embedded boards and arrange, built-in pipe is connected with between extra play and upper anchor node clamp, arrange through extra play bottom built-in pipe, its top is arranged through upper anchor node clamp, described upper anchor node clamp and the node clamp that casts anchor all adopt nonmetals to make, described upper anchor node clamp soffit and the node clamp upper surface that casts anchor all have draw-in groove, all slide rail is installed in described upper anchor node clamp soffit and the node clamp draw-in groove that casts anchor, the equal soffit of described coal tar layer of paste upper surface is all placed in anchor node clamp soffit and casts anchor in the draw-in groove of node clamp, and coal tar layer of paste and upper anchor node clamp soffit and node clamp junction of casting anchor are provided with advance ball, advance ball is placed in draw-in groove, described coal tar layer of paste thickness is between five to ten centimetres.
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 true CN105002905A (en) | 2015-10-28 |
| CN105002905B 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) |
Cited By (1)
| 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 |
Citations (5)
| 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 |
-
2015
- 2015-06-11 CN CN201510317955.4A patent/CN105002905B/en not_active Expired - Fee Related
Patent Citations (5)
| 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 |
Cited By (1)
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105002905B (en) | 2017-03-01 |
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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 |