CN104314066A - Honeycomb chamber connecting piece and manufacturing method thereof - Google Patents
Honeycomb chamber connecting piece and manufacturing method thereof Download PDFInfo
- Publication number
- CN104314066A CN104314066A CN201410618204.1A CN201410618204A CN104314066A CN 104314066 A CN104314066 A CN 104314066A CN 201410618204 A CN201410618204 A CN 201410618204A CN 104314066 A CN104314066 A CN 104314066A
- Authority
- CN
- China
- Prior art keywords
- arc
- mobile jib
- collar
- embryo
- anchor pole
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/005—Soil-conditioning by mixing with fibrous materials, filaments, open mesh or the like
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0006—Plastics
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0084—Geogrids
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/30—Miscellaneous comprising anchoring details
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- Engineering & Computer Science (AREA)
- Structural 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)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention provides a honeycomb chamber connecting piece. The honeycomb chamber connecting piece comprises two mutually parallel sleeve rings and an inserting piece which connects the two sleeve rings, the upper half portions of the sleeve rings are square frames, the lower half portions of the sleeve rings are anchor rods, upper ends of the anchor rods are fixedly connected with bottom edges of the square frames, the anchor rods and the square frames are located on the same plane, the inserting piece comprises a main rod and an arc-shaped necking buckle with an opening, the main rod penetrates the opening to be embedded into the arc-shaped necking buckle, the upper end of the main rod is fixedly connected with the arc-shaped necking buckle, the arc-shaped necking buckle is symmetrical along the main rod, two pin arms are formed on two sides of the main rod, bottom ends of the two pin arms are contracted inwards towards the opening to form a necking opening, the two sleeve rings are located on two sides of the main rod respectively, the plane where the sleeve rings are located is vertical to the plane where the arc-shaped necking buckle is located, and the two pin arms of the arc-shaped necking buckle are buckled in the square frames of the sleeve rings. The invention correspondingly provides a manufacturing method of the connecting piece. The connecting piece is simple in structure, convenient to manufacture, good in connecting effect, capable of achieving anchoring function on a connected honeycomb chamber and wide in application range.
Description
Technical field
The present invention relates to a kind of connector, being specifically related to a kind of connector for connecting honeycomb constrained system or geotechnical grid nest room.
Background technology
Honeycomb constrained system or geotechnical grid are a kind of conventional earth working materials, in work progress, because sheet length is limited, therefore need multiple honeycomb constrained system or geotechnical grid to connect as one, meet laying demand.
Connector in existing honeycomb constrained system or geotechnical grid mainly contains two kinds, a kind of connector is fixed in the rib tape of geotechnical grid by injection molding manner, and connector and rib tape are fixed with one, and this connector can single injection-molded, structure is simple, good connecting effect, but intensity is often inadequate, when rib tape is by outer force-disturbance, because connector is fixedly connected with rib tape, when external force is larger, connector easily crumbles, and the connector of damage not easily peels off rib tape, therefore for the maintenance of geotechnical grid brings inconvenience; Alternative attachment is interted in rib tape, can be separated with rib tape, uses more flexible, but this kind of connector when mounted need joint-cutting or boring in rib tape, intensity losses after rib tape joint-cutting or boring, and for the harder rib tape of quality, often not easily joint-cutting or boring.
Because above two kinds of connectors all do not have anchorage effect, often need separately to establish anchoring piece to be fixed honeycomb constrained system or geotechnical grid when laying honeycomb constrained system or geotechnical grid, workload is large and the laying cost of honeycomb constrained system or geotechnical grid is high.
Summary of the invention
The object of the invention is to solve the deficiencies in the prior art provide a kind of nest room connector and preparation method thereof, this connecting-piece structure is simple, easy to make, good connecting effect and have anchoring function.
Realizing the technical scheme that the object of the invention adopts is, a kind of nest room connector, comprise two collars be parallel to each other and the plug-in unit being connected two collars, the first half of the collar is square frame, the latter half is anchor pole, the upper end of anchor pole and the base of square frame are connected, anchor pole and square frame in the same plane; Plug-in unit comprises the arc reducing button of mobile jib and band opening, mobile jib embeds arc reducing through opening and smashs, and its upper end and arc reducing button are connected, and arc reducing button is symmetrical relative to mobile jib, form two arms in mobile jib both sides, the bottom of two arms inside contracts formation reducing towards opening; Two collars lay respectively at mobile jib both sides, and collar place plane and arc reducing button place plane orthogonal, two arms of arc reducing button all buckle in the square frame of the collar.
Described anchor pole is provided with two, and two anchor poles are parallel to each other, anchor pole and square frame as a whole.
The lower end of anchor pole and mobile jib is all tapered.
The present invention is the corresponding preparation method providing nest room connector also, comprises the steps:
A, plug-in unit make:
(1) cut-off footpath is that the muscle material of 0.5 ~ 40mm blocks 10 ~ 50 ㎝ and obtains bar embryo, taper is worn in one end of bar embryo and obtains mobile jib;
(2) cut-off footpath is that the muscle material of 0.5 ~ 40mm blocks 15 ~ 104 ㎝ and obtains reducing button embryo, reducing button embryo is bent into arc, the two ends bending direction arcuately of arc reducing button embryo is bent to form reducing, obtains arc reducing button;
(3) by untreated for mobile jib one end upward, embedding arc reducing smash through reducing, is that axis of symmetry is welded on the untreated one end of mobile jib and obtains plug-in unit with mobile jib by arc reducing button;
B, the collar make:
(4) cut-off footpath is that 0.5 ~ 30mm muscle material blocks 34 ~ 204 ㎝ and obtains collar embryo bar, and taper is all worn in the two ends of collar embryo bar;
(5) collar embryo bar is bent into " Qian " shape, by the two-arm of " Qian " shape collar embryo bar in the inwardly symmetrical bending apart from ㎝ place, two-arm bottom 5 ~ 50, form the first half to be square frame the latter half be the structure of two parallel straight-bars, obtain the collar, two parallel straight-bars are anchor pole, and the length of square frame on anchor pole bearing of trend is 10 ~ 50 ㎝.
Described muscle material is simple metal, alloy steel or glass fiber reinforced plastic.
As shown from the above technical solution, nest room provided by the invention connector is made up of with the plug-in unit being connected two collars two collars be parallel to each other, the square frame of the collar is stuck on the nest wall of honeycomb constrained system or geotechnical grid nest room, nest wall is bent, a part for nest wall projection stretches in square frame, nest wall and square frame-shaped pore-forming, two arms of arc reducing button are inserted respectively in the hole that two collars and nest wall to be connected formed, restoring force is produced after nest wall generation elastic deformation, nest wall restores to the original state under the effect of restoring force, arm hinders the recovery of nest wall deformation, arm is clamped by nest wall and square frame under the effect of nest wall restoring force, two nest rooms link together by close being fixed between nest wall and the collar of arc reducing fastening.
Because the lower end of anchor pole and mobile jib is all tapered, therefore can insert underground, anchoring honeycomb constrained system or geotechnical grid, preventing honeycomb constrained system or geotechnical grid from gliding affects laying effect.
The collar and plug-in unit can make shaping by simple bending or weld, preparation method is simple, be easy to operation.
Compared with prior art, beneficial effect of the present invention is, does not need joint-cutting or boring on the nest wall of nest room when this connector connects nest room, ensure that the intensity of nest wall, this connecting-piece structure is simple, easy to make, good connecting effect, can play anchorage effect to the nest room connected simultaneously, applied widely.
Accompanying drawing explanation
Fig. 1 is the enforcement schematic diagram of connector provided by the invention.
Fig. 2 is the structural representation of plug-in unit.
Fig. 3 is the structural representation of the collar.
Wherein, 1-nest wall, 2-plug-in unit, 21-mobile jib, 22-arc reducing button, the 3-collar, 31-square frame, 32-anchor pole.
Detailed description of the invention
Below in conjunction with drawings and Examples the present invention done and illustrate in detail.
Nest room provided by the invention connector, its structure as shown in Figure 1, comprises two collars 3 be parallel to each other and the plug-in unit 2 being connected two collars; The structure of plug-in unit as shown in Figure 2, comprise the arc reducing button 22 of mobile jib 21 and band opening, mobile jib embeds arc reducing through opening and smashs, its upper end and arc reducing button are connected, arc reducing button is symmetrical relative to mobile jib, form two arms in mobile jib both sides, the bottom of two arms inside contracts formation reducing towards opening; As shown in Figure 3, the first half of the described collar is square frame 31 to the structure of the collar, and the latter half is anchor pole 32, the upper end of anchor pole and the base of square frame are connected, anchor pole and square frame in the same plane, described anchor pole is provided with two, two anchor poles are parallel to each other, anchor pole and square frame as a whole; Two collars lay respectively at mobile jib both sides, and collar place plane and arc reducing button place plane orthogonal, two arms of arc reducing button all buckle in the square frame of the collar, and the free end of anchor pole and mobile jib is all tapered.
The making muscle material of nest room connector is simple metal, alloy steel or glass fiber reinforced plastic, and the present embodiment selects screw-thread steel to make nest room connector, and its preparation method comprises the steps:
A, plug-in unit make:
(1) cut-off footpath is that 1mm muscle material blocks 15 ㎝ and obtains bar embryo, taper is worn in one end of bar embryo and obtains mobile jib;
(2) cut-off footpath is that 0.5mm muscle material blocks 23 ㎝ and obtains reducing button embryo, reducing button embryo is bent into arc, the two ends bending direction arcuately of arc reducing button embryo is bent to form reducing, obtains arc reducing button;
(3) by untreated for mobile jib one end upward, embedding arc reducing smash through reducing, is that axis of symmetry is welded on the untreated one end of mobile jib and obtains plug-in unit with mobile jib by arc reducing button;
B, the collar make:
(4) cut-off footpath is that 0.5mm muscle material blocks 45 ㎝ and obtains collar embryo bar, and taper is all worn in the two ends of collar embryo bar;
(5) collar embryo bar is bent into " Qian " shape, by the two-arm of " Qian " shape collar embryo bar in the inwardly symmetrical bending apart from ㎝ place, two-arm bottom 10, form the first half to be square frame the latter half be the structure of two parallel straight-bars, obtain the collar, two parallel straight-bars are anchor pole, the length of square frame on anchor pole bearing of trend is 10 ㎝, and square frame is being 3cm with the length on the direction of anchor pole place linear vertical.
During practice of construction, two geotechnical grids or honeycomb constrained system are sprawled and comes, make the nest room of two geotechnical grids or honeycomb constrained system close, nest wall 1 is bent slightly at non-solder place, form a projection, the opening of two nest wall projections is relative, two collars are set in the projection of nest wall respectively, and the tapered end of anchor pole is inserted underground, the projection of two collars and to be connected two nest walls forms hole respectively, two arms of arc reducing button are inserted in the hole respectively, the tapered end of mobile jib is driven underground, the nest wall of nest room and the top of arc reducing button are maintained an equal level, the two ends of arc reducing button opening are closely folded between nest wall and square frame, two nest rooms are linked together, implement schematic diagram as shown in Figure 1, anchor pole can ensure that two nest rooms to be connected do not produce relative displacement, mobile jib plays the effect of anchoring nest room.
Claims (5)
1. a nest room connector, it is characterized in that: comprise two collars be parallel to each other and the plug-in unit being connected two collars, the first half of the collar is square frame, and the latter half is anchor pole, the upper end of anchor pole and the base of square frame are connected, anchor pole and square frame in the same plane; Plug-in unit comprises the arc reducing button of mobile jib and band opening, mobile jib embeds arc reducing through opening and smashs, and its upper end and arc reducing button are connected, and arc reducing button is symmetrical relative to mobile jib, form two arms in mobile jib both sides, the bottom of two arms inside contracts formation reducing towards opening; Two collars lay respectively at mobile jib both sides, and collar place plane and arc reducing button place plane orthogonal, two arms of arc reducing button all buckle in the square frame of the collar.
2. nest room according to claim 1 connector, is characterized in that: described anchor pole is provided with two, and two anchor poles are parallel to each other, anchor pole and square frame as a whole.
3. nest room according to claim 1 connector, is characterized in that: the lower end of anchor pole and mobile jib is all tapered.
4. a preparation method for nest room connector described in claim 1, is characterized in that, comprise the steps:
A, plug-in unit make:
(1) cut-off footpath is that the muscle material of 0.5 ~ 40mm blocks 10 ~ 50 ㎝ and obtains bar embryo, taper is worn in one end of bar embryo and obtains mobile jib;
(2) cut-off footpath is that the muscle material of 0.5 ~ 40mm blocks 15 ~ 104 ㎝ and obtains reducing button embryo, reducing button embryo is bent into arc, the two ends bending direction arcuately of arc reducing button embryo is bent to form reducing, obtains arc reducing button;
(3) by untreated for mobile jib one end upward, embedding arc reducing smash through reducing, is that axis of symmetry is welded on the untreated one end of mobile jib and obtains plug-in unit with mobile jib by arc reducing button;
B, the collar make:
(4) cut-off footpath is that 0.5 ~ 30mm muscle material blocks 34 ~ 204 ㎝ and obtains collar embryo bar, and taper is all worn in the two ends of collar embryo bar;
(5) collar embryo bar is bent into " Qian " shape, by the two-arm of " Qian " shape collar embryo bar in the inwardly symmetrical bending apart from ㎝ place, two-arm bottom 5 ~ 50, form the first half to be square frame the latter half be the structure of two parallel straight-bars, obtain the collar, two parallel straight-bars are anchor pole, and the length of square frame on anchor pole bearing of trend is 10 ~ 50 ㎝.
5. nest room according to claim 4 connector preparation method, is characterized in that: described muscle material is simple metal, alloy steel or glass fiber reinforced plastic.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410618204.1A CN104314066B (en) | 2014-11-05 | 2014-11-05 | A kind of nest room connector and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410618204.1A CN104314066B (en) | 2014-11-05 | 2014-11-05 | A kind of nest room connector and preparation method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104314066A true CN104314066A (en) | 2015-01-28 |
| CN104314066B CN104314066B (en) | 2016-03-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410618204.1A Expired - Fee Related CN104314066B (en) | 2014-11-05 | 2014-11-05 | A kind of nest room connector and preparation method thereof |
Country Status (1)
| Country | Link |
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| CN (1) | CN104314066B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106087938A (en) * | 2016-06-24 | 2016-11-09 | 安徽徽风新型合成材料有限公司 | A kind of linear geotechnical grid of unidirectional connection |
| CN106087937A (en) * | 2016-06-24 | 2016-11-09 | 安徽徽风新型合成材料有限公司 | A kind of pre-pile anchoring for the linear geotechnical grid of unidirectional connection |
| CN108897974A (en) * | 2018-07-27 | 2018-11-27 | 中国电建集团贵州电力设计研究院有限公司 | A kind of analysis method of geotechnical grid barricade deformation |
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| CN2505515Y (en) * | 2001-09-07 | 2002-08-14 | 重庆庆兰科技开发有限责任公司 | Earthwork cellular connecting buckle |
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| US20110304080A1 (en) * | 2008-09-29 | 2011-12-15 | Prs Mediterranean Ltd. | Geocell for load support applications |
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| CN103993592A (en) * | 2014-04-29 | 2014-08-20 | 武汉橄石代环境资源科技有限公司 | Novel ecological multifunctional earthwork standard room |
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2014
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Patent Citations (5)
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| CN2505515Y (en) * | 2001-09-07 | 2002-08-14 | 重庆庆兰科技开发有限责任公司 | Earthwork cellular connecting buckle |
| US20110304080A1 (en) * | 2008-09-29 | 2011-12-15 | Prs Mediterranean Ltd. | Geocell for load support applications |
| CN201598629U (en) * | 2010-03-12 | 2010-10-06 | 张振武 | Integral geocell |
| CN103866751A (en) * | 2014-03-14 | 2014-06-18 | 王奇伟 | Geocell with stable honeybee lattices |
| CN103993592A (en) * | 2014-04-29 | 2014-08-20 | 武汉橄石代环境资源科技有限公司 | Novel ecological multifunctional earthwork standard room |
Non-Patent Citations (1)
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106087938A (en) * | 2016-06-24 | 2016-11-09 | 安徽徽风新型合成材料有限公司 | A kind of linear geotechnical grid of unidirectional connection |
| CN106087937A (en) * | 2016-06-24 | 2016-11-09 | 安徽徽风新型合成材料有限公司 | A kind of pre-pile anchoring for the linear geotechnical grid of unidirectional connection |
| CN106087937B (en) * | 2016-06-24 | 2017-12-29 | 安徽徽风新型合成材料有限公司 | A kind of pre- pile anchoring for being used to unidirectionally connect linear geotechnical grid |
| CN108897974A (en) * | 2018-07-27 | 2018-11-27 | 中国电建集团贵州电力设计研究院有限公司 | A kind of analysis method of geotechnical grid barricade deformation |
| CN108897974B (en) * | 2018-07-27 | 2022-04-22 | 中国电建集团贵州电力设计研究院有限公司 | Analysis method for deformation of geocell retaining wall |
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| Publication number | Publication date |
|---|---|
| CN104314066B (en) | 2016-03-30 |
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Granted publication date: 20160330 Termination date: 20191105 |