CN205444204U - Vertical geogrid - Google Patents

Vertical geogrid Download PDF

Info

Publication number
CN205444204U
CN205444204U CN201521116341.1U CN201521116341U CN205444204U CN 205444204 U CN205444204 U CN 205444204U CN 201521116341 U CN201521116341 U CN 201521116341U CN 205444204 U CN205444204 U CN 205444204U
Authority
CN
China
Prior art keywords
vertical rib
vertical
rib
node
type earth
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
CN201521116341.1U
Other languages
Chinese (zh)
Inventor
鲍承业
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.)
Erif (shanghai) Planning And Design Consulting Ltd By Share Ltd
Original Assignee
Erif (shanghai) Planning And Design Consulting Ltd By Share Ltd
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 Erif (shanghai) Planning And Design Consulting Ltd By Share Ltd filed Critical Erif (shanghai) Planning And Design Consulting Ltd By Share Ltd
Priority to CN201521116341.1U priority Critical patent/CN205444204U/en
Application granted granted Critical
Publication of CN205444204U publication Critical patent/CN205444204U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Road Paving Structures (AREA)

Abstract

The utility model relates to a vertical geogrid, including many vertical rib (1) that set up side by side, vertical rib (1) go up even interval and be equipped with a plurality of tie points that are used for welding each other to form node (2), vertical rib (1) on the tie point connect in turn rather than the tie point the first from left right side on the adjacent vertical rib that vertical rib is adjacent with horizontal right side in horizontal left side respectively, vertical rib (1) connect back stretch -draw through the tie point and form latticed geogrid. Compared with the prior art, the utility model has the advantages of the transportation is convenient, simple structure, and lateral confinement and non -skid property are outstanding.

Description

A kind of vertical type earth work grille
Technical field
This utility model relates to a kind of GSZ, especially relates to a kind of vertical type earth work grille.
Background technology
In prior art, the mode using sash bank protection is the most common;In order to realize greening, common method is through inside sash filling out planting soil or ecology bag, afforests on surface, the air slaking of ground inside sash can be prevented, ground can be consolidated by vegetation root system again, moreover it is possible to realize greening, more realize environmental and ecological, reduce carbon emission.
At present, conventional sash protective slope structure has GSZ etc., but its structure is the grid of plane, and vertically and horizontally the joint strength of ribbed belt is poor, and the displacement of ribbed belt is big, and the GSZ bearing strength of laying offsets, and can produce its differential settlement phenomenon of road.An integrated earth-engineering grating for soft base treatment disclosed in Chinese patent 200620074598X, it is formed by longitudinally, laterally ribbed belt latticed array, longitudinally, laterally the crossbar contact of ribbed belt is positioned by fore shaft, and fore shaft connects into overall structure with the injection of grid longitudinally, laterally ribbed belt.Although this grid improves joint strength, grid entirety anti-settling effect significantly improves, but this grid is the same with original grid, or planar structure, cannot really what soil body lateral displacement, also settlement after construction cannot be reduced, it is impossible to be applicable to the needs of the high special building of China Express Railway, high-grade highway, container terminal, ore terminal and antiseismic rank.
Utility model content
Defect that the purpose of this utility model is contemplated to overcome above-mentioned prior art to exist and a kind of vertical type earth work grille is provided.
The purpose of this utility model can be achieved through the following technical solutions:
A kind of vertical type earth work grille, including a plurality of vertical rib being arranged side by side, on described vertical rib, uniform intervals is provided with multiple for being welded to each other the junction point forming node, the junction point one the first from left right side on vertical rib that the described junction point on vertical rib is adjacent with its vertical rib that laterally left side is adjacent and horizontal right side respectively alternately connects, and described vertical rib connects post-stretching by junction point and forms latticed GSZ.
Described GSZ is additionally provided with the stiffener wrapping up described node at node.
Described stiffener is welded by two bump contacted chip ultrasounds, and described connecting is equipped with the through slot inserted for vertical rib coupling on sheet.
Described GSZ is additionally provided with the cylindrical pin running through described stiffener at node.
Described vertical rib heart position wherein is additionally provided with reinforcement rib tape.
Described vertical rib is that vertical rib moulded by steel.
Compared with prior art, this utility model has the advantage that
(1) this utility model uses material light, wear-resistant, stable chemical performance, resistance to photooxidation resistance, the steel of the integral type of acid and alkali-resistance is moulded vertical rib and is alternately formed by connecting by junction point, the structure of integral type can guarantee that its structure in the direction along vertical rib is not destroyed, and on vertical rib, set up reinforcement rib tape, thus the structural strength ensureing vertical rib of maximum, the GSZ made is applicable to the soil condition such as different soils and desert, and have capable of expansion and contraction, transport can be contracted folded, can stretch-draw reticulate during construction, insert earth, rubble, the bulk materials such as concrete, constitute and there is powerful lateral limitation and the structure of big rigidity.
(2) vertical type earth work grille of the present utility model uses the bonding strength at the structural strengthening node such as stiffener and cylindrical pin so that its shearing resistance is greatly improved, thus improves the service life of grid.
(3) vertical type earth work grille of the present utility model has higher lateral limitation and anti-skidding, anti-deformation, the effective bearing capacity strengthening roadbed and dispersion load action.
Accompanying drawing explanation
Fig. 1 is the nodal plane schematic diagram of GSZ of the present utility model;
Fig. 2 is the structural representation of stiffener of the present utility model;
Fig. 3 is the structural representation of vertical rib of the present utility model;
Fig. 4 is the structural representation of GSZ of the present utility model;
In figure, the vertical rib of 1-, 2-node, 3-connects sheet, and 4-strengthens rib tape, 5-slot, 6-cylindrical pin.
Detailed description of the invention
With specific embodiment, this utility model is described in detail below in conjunction with the accompanying drawings.
Embodiment 1
nullA kind of vertical type earth work grille,Its structure is as shown in Figure 4,Including the vertical rib 1 being arranged side by side,Its structure is as shown in Figure 3,Vertical rib 1 moulds vertical rib for steel,And heart position is additionally provided with reinforcement rib tape 4 wherein,On vertical rib 1, uniform intervals is provided with for being welded to each other the junction point forming node 2,On whole GSZ, the plane graph of node is as shown in Figure 1,The junction point one the first from left right side on vertical rib that junction point on vertical rib 1 is adjacent with its vertical rib that laterally left side is adjacent and horizontal right side respectively alternately connects,Vertical rib 1 connects post-stretching by junction point and forms latticed GSZ,GSZ is additionally provided with the stiffener wrapping up described node 2 at node 2,Its structure is as shown in Figure 2,Stiffener is welded by two bump contacted chip 3 ultrasounds,Connect and on sheet 3, be equipped with the through slot 5 inserted for vertical rib 1 coupling,GSZ is additionally provided with the cylindrical pin 6 running through described stiffener at node 2.
The above-mentioned description to embodiment is to be understood that for ease of those skilled in the art and use utility model.These embodiments obviously easily can be made various amendment by person skilled in the art, and General Principle described herein is applied in other embodiments without through performing creative labour.Therefore, this utility model is not limited to above-described embodiment, and those skilled in the art should be within protection domain of the present utility model according to announcement of the present utility model, the improvement made without departing from this utility model category and amendment.

Claims (6)

1. a vertical type earth work grille, it is characterized in that, including a plurality of vertical rib (1) being arranged side by side, the upper uniform intervals of described vertical rib (1) is provided with multiple for being welded to each other the junction point forming node (2), the junction point one the first from left right side on vertical rib that the described junction point on vertical rib (1) is adjacent with its vertical rib that laterally left side is adjacent and horizontal right side respectively alternately connects, and described vertical rib (1) connects post-stretching by junction point and forms latticed GSZ.
A kind of vertical type earth work grille the most according to claim 1, it is characterised in that described GSZ is additionally provided with the stiffener wrapping up described node (2) at node (2) place.
A kind of vertical type earth work grille the most according to claim 2, it is characterized in that, described stiffener is welded by two bump contacted chips (3) ultrasound, and described connection sheet (3) is equipped with the through slot (5) inserted for vertical rib (1) coupling.
A kind of vertical type earth work grille the most according to claim 3, it is characterised in that described GSZ is additionally provided with the cylindrical pin (6) running through described stiffener at node (2) place.
A kind of vertical type earth work grille the most according to claim 1, it is characterised in that described vertical rib (1) heart position wherein is additionally provided with reinforcement rib tape (4).
A kind of vertical type earth work grille the most according to claim 1, it is characterised in that described vertical rib (1) is that vertical rib moulded by steel.
CN201521116341.1U 2015-12-29 2015-12-29 Vertical geogrid Expired - Fee Related CN205444204U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201521116341.1U CN205444204U (en) 2015-12-29 2015-12-29 Vertical geogrid

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201521116341.1U CN205444204U (en) 2015-12-29 2015-12-29 Vertical geogrid

Publications (1)

Publication Number Publication Date
CN205444204U true CN205444204U (en) 2016-08-10

Family

ID=56572110

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201521116341.1U Expired - Fee Related CN205444204U (en) 2015-12-29 2015-12-29 Vertical geogrid

Country Status (1)

Country Link
CN (1) CN205444204U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106592567A (en) * 2016-12-02 2017-04-26 肥城联谊工程塑料有限公司 Stripe used for earthwork standard room, production method of stripe and earthwork standard room

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106592567A (en) * 2016-12-02 2017-04-26 肥城联谊工程塑料有限公司 Stripe used for earthwork standard room, production method of stripe and earthwork standard room

Similar Documents

Publication Publication Date Title
CN103711053B (en) A kind of composite consolidation roadbed and construction method
CN106522055B (en) The construction method of highway broadening roadbed
CN110258226A (en) The intelligent TGXG captured for road reinforcement, pavement monitoring, traffic information
CN205444204U (en) Vertical geogrid
CN106088110A (en) A kind of miniature pile group of churning and implementation
CN202323922U (en) Tilted stratum soft foundation reinforcing structure of high-speed railway
CN104164884B (en) A kind of combined system bank protection dyke strengthening method
CN209816902U (en) Road greening retaining wall
KR102194293B1 (en) Breast wall structure
CN204919522U (en) Geotechnological check room of moulding plastics and connecting
CN203307794U (en) Steel bar reinforced geocell
CN210886796U (en) Subgrade is consolidated to weak soil
CN205576663U (en) Highway weak soil layer stake composite foundation
CN104264581B (en) Based on the bridge abutment structure and the construction method that eliminate abutment soil pressure
RU2689962C1 (en) Geogrid for strengthening of slopes and dip-slopes
CN205421286U (en) Side slope protection fixed hook and side slope protection system
CN205688449U (en) A kind of miniature pile group of churning
CN206971021U (en) A kind of Anti-seismic is express highway roadbed
CN105089132A (en) Method for paving broken stone diversion layer of refuse landfill
CN202323920U (en) Geogrid reinforced by overall steel-plastic ribs
CN206346207U (en) A kind of antiskid steel moulds grid
CN206289615U (en) A kind of Integral geocell against pressure
CN204626366U (en) Laying structure on a kind of standard bamboo net mud
CN105908586A (en) Knitted self-sealed geocell
CN204780845U (en) Geotechnological check room of column type welding

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160810

Termination date: 20181229

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