CN205475313U - Add muscle balance weight formula retaining wall structure - Google Patents

Add muscle balance weight formula retaining wall structure Download PDF

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Publication number
CN205475313U
CN205475313U CN201620011571.XU CN201620011571U CN205475313U CN 205475313 U CN205475313 U CN 205475313U CN 201620011571 U CN201620011571 U CN 201620011571U CN 205475313 U CN205475313 U CN 205475313U
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CN
China
Prior art keywords
wall
wall back
gsz
balance weight
static method
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
CN201620011571.XU
Other languages
Chinese (zh)
Inventor
郭金国
王启淼
高继平
高德发
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.)
CCCC Second Harbor Consultants Co Ltd
Original Assignee
CCCC Second Harbor Consultants Co 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 CCCC Second Harbor Consultants Co Ltd filed Critical CCCC Second Harbor Consultants Co Ltd
Priority to CN201620011571.XU priority Critical patent/CN205475313U/en
Application granted granted Critical
Publication of CN205475313U publication Critical patent/CN205475313U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to an add muscle balance weight formula barricade (1) structure, including balance weight formula barricade (1), the top of balance weight formula barricade (1) sets up wall crown (5), the middle part of balance weight formula barricade (1) sets up balance weight platform (2), be provided with the wall back of the body (4) between wall crown (5) and balance weight platform (2), it is provided with pre -buried geogrid (3) to carry on the back (4) inboard at last wall, be provided with wall back of the body filler (8) outside the last wall back of the body (4), be provided with wall back of the body geogrid (7) in the wall back of the body filler (8), connective bar (6) fixed connection is passed through with wall back of the body geogrid (7) in pre -buried geogrid (3). The utility model discloses can improve the atress characteristic of barricade, reduce the barricade and push up horizontal displacement by force, guarantee the stability of barricade.

Description

Reinforcement pH-static method structure
Technical field
This utility model relates to barrier wall structure, more particularly, it relates to a kind of reinforcement pH-static method structure.
Background technology
Along with the fast development of China's economic development, inevitably need to arrange pH-static method while forming place, railway bed, highway subgrade.
At present, compared with high pH-static method often in the presence of column defects: 1, horizontal deflection on the top of wall is big, and the cycle that high barricade need to be monitored is long;2, the displacement of wall top needs to process after reaching alarming value, and general intractability is relatively big, costly;3, barricade Cracks In Upper is serious, affects outward appearance;4, outside wall top, shifting value is big, and wall carries on the back filler depression value the most greatly, causes wall top road or place cracking, affects later stage quantity of operation and this is formed by increase pipe.
Summary of the invention
The technical problems to be solved in the utility model is, it is provided that a kind of be effectively improved pH-static method stress condition, reduce pipe and form this reinforcement pH-static method structure.
This utility model solves its technical problem and be the technical scheme is that a kind of reinforcement pH-static method structure of structure, including pH-static method, the top of described pH-static method arranges wall top, the middle part of pH-static method arranges weight platform, it is provided with pre-buried GSZ inside the upper wall back of the body, being provided with wall back of the body filler outside the upper wall back of the body, be provided with wall back of the body GSZ in wall back of the body filler, pre-buried GSZ is connected by pitman is fixing with wall back of the body GSZ.
By such scheme, described pH-static method is for being molded into xoncrete structure.
By such scheme, described pre-buried GSZ is arranged between wall top and weight platform uniformly.
By such scheme, described pre-buried GSZ length is not less than 50cm.
By such scheme, described wall back of the body GSZ length is not less than pH-static method height one times.
Implement reinforcement pH-static method structure of the present utility model, have the advantages that
If 1, in this utility model, the wall back of the body GSZ of dried layer is evenly arranged in wall back of the body filler, the wall back of the body filler being compacted is provided that the pressure of wall back of the body GSZ, thus forms the drag stoping pH-static method overturning.
2, wall back of the body GSZ is connected by pitman with pre-buried GSZ, can ensure that the bonding strength of the two, easy construction.
3, improve the mechanical characteristic of barricade, reduce gear horizontal deflection on the top of wall, it is ensured that the stability of barricade;
4, reduce the incidence rate of operation phase barricade common fault, reduce pipe and form this.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail, in accompanying drawing:
Fig. 1 is the sectional schematic diagram of this utility model reinforcement pH-static method structure.
Detailed description of the invention
In order to be more clearly understood from technical characteristic of the present utility model, purpose and effect, now comparison accompanying drawing describes detailed description of the invention of the present utility model in detail.
As it is shown in figure 1, reinforcement pH-static method structure of the present utility model, including pH-static method 1, weight platform 2 and wall top 5.
PH-static method 1 uses and is molded into xoncrete structure, ensure that construction safety when construction, reduces engineering difficulty.Being wall top 5 at pH-static method 1 top, middle part is weight platform 2, is provided with the wall back of the body 4 between wall top 5 and weight platform 2.Inside the upper wall back of the body 4, it is provided with pre-buried GSZ 3, wall back of the body filler 8 it is provided with outside the upper wall back of the body 4, wall back of the body filler 8 is provided with wall back of the body GSZ 7, pre-buried GSZ 3 is connected by pitman 6 is fixing with wall back of the body GSZ 7, and each pre-buried GSZ 3 connects a wall back of the body GSZ 7 by pitman 6 is corresponding.
When the pH-static method 1 of cast-in-place concrete structure, pre-buried GSZ 3, pre-buried pre-buried GSZ 3 length is not less than 50cm, the spacing between adjacent pre-buried GSZ 3 about about 1 meter.Carrying on the back GSZ 7 at each pre-buried GSZ 3 tail end by pitman 6 connection wall, wall back of the body GSZ 7 is embedded in wall back of the body filler 8.Pre-buried GSZ 3 is set, is fixed on the upper wall back of the body 4 offer stress point for wall back of the body GSZ 7.Wall back of the body GSZ 7 is connected by pitman 6 with pre-buried GSZ 3, can ensure that the bonding strength of the two, easy construction.
If the wall back of the body GSZ 7 of dried layer is evenly arranged in wall back of the body filler 8, the wall back of the body filler 8 being compacted is provided that the pressure of wall back of the body GSZ 7, thus forms the drag stoping pH-static method 1 overturning.The length of wall back of the body GSZ 7 can determine according to practical situation, the typically no less than height of 1 times of pH-static method 1.
Above in conjunction with accompanying drawing, embodiment of the present utility model is described; but this utility model is not limited to above-mentioned detailed description of the invention; above-mentioned detailed description of the invention is only schematically; rather than it is restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; in the case of without departing from this utility model objective and scope of the claimed protection, it may also be made that a lot of form, within these belong to protection of the present utility model.

Claims (5)

1. reinforcement pH-static method (1) structure, it is characterized in that, including pH-static method (1), the top of described pH-static method (1) arranges wall top (5), the middle part of pH-static method (1) arranges weight platform (2), the upper wall back of the body (4) it is provided with between wall top (5) and weight platform (2), the upper wall back of the body (4) inner side is provided with pre-buried GSZ (3), the upper wall back of the body (4) outside is provided with wall back of the body filler (8), wall back of the body filler (8) is provided with wall back of the body GSZ (7), pre-buried GSZ (3) is connected by pitman (6) is fixing with wall back of the body GSZ (7).
Reinforcement pH-static method (1) structure the most according to claim 1, it is characterised in that described pH-static method (1) is for being molded into xoncrete structure.
Reinforcement pH-static method (1) structure the most according to claim 1, it is characterised in that described pre-buried GSZ (3) is arranged between wall top (5) and weight platform (2) uniformly.
Reinforcement pH-static method (1) structure the most according to claim 1, it is characterised in that described pre-buried GSZ (3) length is not less than 50cm.
Reinforcement pH-static method (1) structure the most according to claim 1, it is characterised in that described wall back of the body GSZ (7) length is not less than pH-static method (1) highly a times.
CN201620011571.XU 2016-01-07 2016-01-07 Add muscle balance weight formula retaining wall structure Expired - Fee Related CN205475313U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620011571.XU CN205475313U (en) 2016-01-07 2016-01-07 Add muscle balance weight formula retaining wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620011571.XU CN205475313U (en) 2016-01-07 2016-01-07 Add muscle balance weight formula retaining wall structure

Publications (1)

Publication Number Publication Date
CN205475313U true CN205475313U (en) 2016-08-17

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620011571.XU Expired - Fee Related CN205475313U (en) 2016-01-07 2016-01-07 Add muscle balance weight formula retaining wall structure

Country Status (1)

Country Link
CN (1) CN205475313U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106869138A (en) * 2017-03-09 2017-06-20 中国铁道科学研究院深圳研究设计院 A kind of load retaining wall Retaining Structure with Double-row Piles and its foundation ditch excavation method
CN109457726A (en) * 2018-12-29 2019-03-12 仵社教 A kind of barricade and its optimum design method with shear resisting board
CN112049148A (en) * 2020-08-27 2020-12-08 五冶集团上海有限公司 Construction method of high-fill super-thick weighing concrete retaining wall

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106869138A (en) * 2017-03-09 2017-06-20 中国铁道科学研究院深圳研究设计院 A kind of load retaining wall Retaining Structure with Double-row Piles and its foundation ditch excavation method
CN109457726A (en) * 2018-12-29 2019-03-12 仵社教 A kind of barricade and its optimum design method with shear resisting board
CN112049148A (en) * 2020-08-27 2020-12-08 五冶集团上海有限公司 Construction method of high-fill super-thick weighing concrete retaining wall

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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: 20160817

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