CN204940271U - Embedded anchor bar node - Google Patents
Embedded anchor bar node Download PDFInfo
- Publication number
- CN204940271U CN204940271U CN201520399724.8U CN201520399724U CN204940271U CN 204940271 U CN204940271 U CN 204940271U CN 201520399724 U CN201520399724 U CN 201520399724U CN 204940271 U CN204940271 U CN 204940271U
- Authority
- CN
- China
- Prior art keywords
- anchor
- node
- clamp
- node clamp
- embedded
- 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
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of embedded anchor bar node, 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.This embedded anchor bar node eliminates ground tackle, construct simpler, the requirement of constructor is also decreased, reliable construction quality is higher, pre-buried effect is very good, has good support performance, in addition the humidification of additional structure layers, make its waterproof effect more obvious, not easily occur Seepage.
Description
Technical field
The utility model 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.
Utility model content
The technical problems to be solved in the utility model 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 adopted in the utility model is such: embedded anchor bar node of the present utility model, 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 described in the utility model 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 described in the utility model 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 described in the utility model and the node clamp draw-in groove that casts anchor, all slide rail is installed.
Further, as a kind of concrete form of structure, coal tar layer of paste upper surface described in the utility model and soffit are all placed in anchor node clamp soffit and cast 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 described in the utility model is between five to ten centimetres.
Compared with prior art, the utility model has the advantage of: 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 utility model is further illustrated.
Fig. 1 is structural representation of the present utility model; 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
Be described in further detail the utility model by reference to the accompanying drawings now, these accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model are described in a schematic way, and therefore it only shows the formation relevant with the utility model.
The preferred embodiment of the utility model embedded anchor bar node 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 utility model 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 utility model for enlightenment, by above-mentioned description, relevant staff completely can in the scope not departing from this utility model technological thought, carry out various change and amendment, the technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.
Claims (6)
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.
2. embedded anchor bar node according to claim 1, is characterized in that: described upper anchor node clamp and the node clamp that casts anchor all adopt nonmetals to make.
3. embedded anchor bar node according to claim 1, is characterized in that: described upper anchor node clamp soffit and the node clamp upper surface that casts anchor all have draw-in groove.
4. embedded anchor bar node according to claim 3, is characterized in that: be all provided with slide rail in described upper anchor node clamp soffit and the node clamp draw-in groove that casts anchor.
5. embedded anchor bar node according to claim 3, it is characterized in that: described coal tar layer of paste upper surface and soffit are all placed in anchor node clamp soffit and cast 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.
6. embedded anchor bar node according to claim 1, is characterized in that: described coal tar layer of paste thickness is between five to ten centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520399724.8U CN204940271U (en) | 2015-06-11 | 2015-06-11 | Embedded anchor bar node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520399724.8U CN204940271U (en) | 2015-06-11 | 2015-06-11 | Embedded anchor bar node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204940271U true CN204940271U (en) | 2016-01-06 |
Family
ID=55007713
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520399724.8U Expired - Fee Related CN204940271U (en) | 2015-06-11 | 2015-06-11 | Embedded anchor bar node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204940271U (en) |
-
2015
- 2015-06-11 CN CN201520399724.8U patent/CN204940271U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103362131B (en) | A kind of pattern foundation pit supporting structure compound bamboo reinforcement combined bolting and shotcrete and construction method thereof | |
| CN209457028U (en) | A kind of ruggedized construction of soft soil foundation | |
| CN203795438U (en) | Miniature anchored pile and soil nailing wall combined retaining structure | |
| CN207567757U (en) | A kind of novel prefabricated steel-pipe pile | |
| CN207278276U (en) | Cross the shallow-depth-excavation tunnel supporting construction of ground fissure crushed zone | |
| CN105155548A (en) | Cable double-row pile (wall) supporting structure | |
| CN108316328A (en) | A kind of pressurization sinking device and its construction method for open caisson construction | |
| CN204940271U (en) | Embedded anchor bar node | |
| CN105002905B (en) | Embedded anchor bar node | |
| CN205188976U (en) | Drag -line double row pile supporting construction | |
| CN207672602U (en) | The pull-type vertical retaining wall structure structure of anchor | |
| CN207714357U (en) | A kind of mountainous region reinforcement type iron tower foundation | |
| CN207934486U (en) | A kind of connection structure of masonry bearing capacity metope and basis | |
| CN207878441U (en) | A kind of ruggedized construction of soft soil foundation | |
| CN203547758U (en) | Zero-distance asymmetrical double-hole tunnel structure | |
| CN207211388U (en) | The vertical connection structure of precast shear wall | |
| CN205295920U (en) | An area supporting beam's thin wall abutment structure | |
| CN204959733U (en) | Bored concrete pile steel reinforcement cage structure | |
| CN204645033U (en) | Head for anchor shaft | |
| CN201236408Y (en) | Hollow bricks | |
| CN204418208U (en) | Anchor rod foundation | |
| CN205591246U (en) | A railway roadbed contact net column foundation structure | |
| CN207727612U (en) | Rib column formula anchored bolt retaining wall structure | |
| CN207646732U (en) | It is segmented self-tightening type anchor pole | |
| CN207974834U (en) | A kind of Tunnel Engineering pipe curtain support construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Lin Shengbin Inventor after: Shen Jinzhong Inventor after: You Chaoqiang Inventor before: Liang Feng |
|
| CB03 | Change of inventor or designer information | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170407 Address after: 350400 Fujian County, Pingtan Province, north of the town of Golden Bay Bay Road, Taiwan Venture Park, building 2, floor A1, zone two, zone 6 Patentee after: Fujian Pingtan Bethlehem science and Technology Co. Ltd. Address before: 610000 Sichuan Province, Qingyang District, Jinyang Road, No. 7, building 6, building 19, No. 112 Patentee before: CHENGDU JIAMEIJIA SCIENCE & TECHNOLOGY CO., LTD. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160106 Termination date: 20170611 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |