CN207062983U - A kind of prefabricated frame posture retaining wall - Google Patents
A kind of prefabricated frame posture retaining wall Download PDFInfo
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- CN207062983U CN207062983U CN201721039237.6U CN201721039237U CN207062983U CN 207062983 U CN207062983 U CN 207062983U CN 201721039237 U CN201721039237 U CN 201721039237U CN 207062983 U CN207062983 U CN 207062983U
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- block
- retaining wall
- prefabricated frame
- frame posture
- transverse link
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Abstract
A kind of prefabricated frame posture retaining wall is the utility model is related to, is made up of block wall and the framework being connected on block wall, block wall is arranged to make up by multiple blocks；Two notches are offered on block upper and lower surface respectively；Framework includes more transverse links and Duo Gen longitudinal rods, is located at the both sides of transverse link head end respectively formed with three convex falcons of connecting rod, the convex falcon of two connecting rods therein on transverse link；It is connected between two adjacent block walls by more transverse links, the convex falcon card entry slot of two connecting rods of every transverse link is intraoral.Prefabricated frame posture retaining wall provided by the utility model, structure type is simple, easy to make, detachably, it is easy to rapid construction, while empty van is formed using frame structure, filler of different nature is inserted in empty van, is adapted to the requirement such as low, plastic deformation of foundation bearing capacity；Frame structure, which can be built, is combined into various structure type, suitable for the operating mode of high fill, can meet the needs of practical application well.
Description
Technical field
The utility model belongs to retaining structure technical field, and in particular to a kind of prefabricated frame posture retaining wall.
Background technology
Retaining wall is a kind of conventional retaining structure form, extensively using water conservancy and hydropower, traffic, room Jian Deng fields.At present
Retaining wall is typically all using cemented rock, cast-in-situ steel reinforced concrete or from embedded form.But due to the reduction of lithotome,
Marsonary retaining wall application is restricted, and the cast-in-situ concrete construction cycle is long, it is necessary to substantial amounts of template, and concrete
Pouring construction is easily bullied the influence of gentle weather.
Traditional stone masonry barricade has only only served the effect of a protection soil erosion with concrete guard wall, does not have to landscape
There is any help, let alone have protective effect to ecological environment, opposite only can destroy ecological environment.
There is good water permeability, from heavy and light from embedded retaining wall, but needing from the embedded retaining wall to rely on more geotextiles or
The soil body after the reinforcement walls such as GSZ, working procedure are also relative complex；After earth-retaining highly exceedes certain limit, the deformation of wall adds
Greatly, it can cause and be misplaced from patch, or even cause destruction.
Utility model content
For above-mentioned problems of the prior art, the purpose of this utility model is that providing one kind can avoid the occurrence of
State the prefabricated frame posture retaining wall of technological deficiency, in order to city and water conservancy Landscape River retaining structure design with quickly applying
Work.
In order to realize above-mentioned purpose of utility model, the technical scheme that the utility model is provided is as follows：
A kind of prefabricated frame posture retaining wall, be made up of multiple block walls and the framework being connected on block wall, block wall by
Multiple blocks are arranged to make up；Two notches are offered on block upper and lower surface respectively；Framework includes more transverse links and Duo Gen
Longitudinal rod, it is located at transverse link head end respectively formed with three convex falcons of connecting rod, the convex falcon of two connecting rods therein on transverse link
Both sides；It is connected between two adjacent block walls by more transverse links, two convex falcons of connecting rod of every transverse link
Card entry slot is intraoral；The other end of transverse link is inserted in the notch of the corresponding metope block of another block wall, and with it is another
The corresponding transverse link of block wall side is end to end.
Further, block includes metope block and half metope block.
Further, the reserving hole that other end is extended through from end face is offered inside block.
Further, the reserved steel bar hole that other end is extended through from end face is offered inside transverse link.
Further, the reserved steel bar hole that other end is extended through from end face is offered inside longitudinal rod.
Further, two end to end transverse links are connected in series by connecting reinforcing bar.
Further, two end to end longitudinal rods are connected in series by connecting reinforcing bar.
Prefabricated frame posture retaining wall provided by the utility model, structure type is simple, easy to make, detachably, is easy to fast
Speed construction, while empty van is formed using frame structure, filler of different nature is inserted in empty van, is adapted to foundation bearing capacity
The requirement such as low, plastic deformation；Frame structure, which can be built, is combined into various structure type, suitable for the operating mode of high fill；It is reserved
Empty van can meet the planting technique demand of middle-size and small-size trees, meet landscape design requirement, can meet practical application well
Need.
Brief description of the drawings
Fig. 1 is overall structure diagram of the present utility model；
Fig. 2 is the structural representation of metope block；
Fig. 3 is the structural representation of half metope block；
Fig. 4 is the structural representation of transverse link；
Fig. 5 is the structural representation at another visual angle of transverse link；
Fig. 6 is the structural representation of longitudinal rod；
Fig. 7 is the schematic diagram of more lateral connection head and the tail connections；
Fig. 8 is process schematic when building retaining wall；
Fig. 9 is the prefabricated frame posture retaining wall that another kind builds form；
Figure 10 is the prefabricated frame posture retaining wall that another builds form；
In figure, 1- metope blocks, 2- half metope blocks, 3- transverse links, 4- longitudinal rods, 5- connection reinforcing bars,
6- powder stick Anchor Agents, 7- notches, the convex falcon of 8- connecting rods, 9- reserved steel bars hole, 10- reserving holes.
Embodiment
In order that the purpose of this utility model, technical scheme and advantage are more clearly understood, below in conjunction with the accompanying drawings and specifically
Embodiment is described further to the utility model.It should be appreciated that specific embodiment described herein is only explaining this reality
With new, it is not used to limit the utility model.Based on the embodiment in the utility model, those of ordinary skill in the art are not having
There is the every other embodiment made and obtained under the premise of creative work, belong to the scope of the utility model protection.
As shown in Figures 1 to 8, a kind of prefabricated frame posture retaining wall, by three block walls and the frame being connected on block wall
Frame is formed, and block wall is arranged to make up by multiple metope blocks 1 and half metope block 2, and metope block 1 is cuboid
Shape, upper and lower surface offer two notches 7, are offered inside metope block 1 from end face and extend through the pre- of other end respectively
Box out hole 10；The length of half metope block 2 is the half of metope block 1, and one is offered respectively on upper and lower surface
Individual notch 7, the reserving hole 10 that other end is extended through from end face is offered inside half metope block 2；Framework bag
More transverse links 3 and Duo Gen longitudinal rods 4 are included, formed with the convex falcon 8 of three connecting rods, two connecting rods therein on transverse link 3
Convex falcon 8 is respectively positioned at the both sides of the one end of transverse link 3 (referred to herein as head end), for the sake of describing clearly, by two companies
The convex falcon 8 of bar be referred to as the convex falcon 8 of first connecting rod, the remaining convex falcon 8 of a connecting rod be referred to as the convex falcon 8 of second connecting rod, the convex falcon 8 of three connecting rods with
Transverse link 3 formed one " on " word shape, offer from end face (head end end face) inside transverse link 3 and extend through the other end
The reserved steel bar hole 9 in face (tail end end face)；Longitudinal rod 4 is rectangular shape, offers inside longitudinal rod 4 and is passed through from end face
Through the reserved steel bar hole 9 of other end.
Block wall is arranged to make up by multiple metope blocks 1 and half metope block 2, between adjacent two block walls
It is connected by more transverse links 3, the convex falcon 8 of two first connecting rods of every transverse link 3 is caught in notch 7, second connecting rod
Convex falcon 8 is stuck in metope block 1 or the side of half metope block 2；The other end of transverse link 3 inserts the phase of another block wall
In the notch 7 of corresponding metope block, and the corresponding transverse link 3 with another block wall side is end to end；Head and the tail phase
Two transverse links 3 connect are connected in series by connecting its reserved steel bar hole 9 of the insertion of reinforcing bar 5；More transverse links 3 of least significant end
Every two rows tail end between be placed with more head and the tail connections longitudinal rods 4 (as shown in figure 1, block wall by short to high
It is first of block wall, second block wall and the 3rd block wall respectively, the horizontal stroke being connected with the block wall of highest the 3rd
Ridden over to the end of connecting rod 3 on longitudinal rod 4, more a total of 11 rows of end to end longitudinal rod 4), head and the tail connection
Longitudinal rod 4 inserts its reserved steel bar hole 9 by connecting reinforcing bar and is connected in series.Crisscross connecting rod (transverse link 3 and longitudinal direction
Connecting rod 4) multiple empty vans are formed, coarse sand, gravel and rubble can be filled in empty van casing, clay can also be filled or other are resistance to
Long, inertia, permeable material, for the low place of foundation bearing capacity, light material can be inserted, reduces wall weight.Wall
When earth-retaining height is higher, step can be used to arrange, shorten the length of connecting rod, when upper wall body steps back arrangement, the level
Plantation trees and flowers and plants in the casing of platform, lift ecological environment.
Fig. 9 and Figure 10 is respectively other two kinds of retaining walls for building form, can be carried out as needed in practical application
Flexibly selection.
The construction procedure of prefabricated frame posture retaining wall is as follows：
(a) preparation：Including prefabricated components (mainly metope block 1, half metope block 2, transverse link 3
With longitudinal rod 4) prefabricated preparation and job site preparation two parts：Wherein prefabricated preparation can be pre-
Factory processed is carried out, and the preparation of job site is mainly levelling of the land and Yield rainfall relation work；
(b) it is basic：First excavation slope and ground, then lay bed course, the bed course based on plain concrete, pour 20~30cm thickness
Plain concrete bottom plate.
(c) laying of prefabricated structure：Position and arrange the front wall block and transverse link of bottom, then successively staggeredly build
Surface layer block and connecting rod, construction ensure the convex falcon of connecting rod and the lock of surface layer block groove；
(d) backfill：After prefabricated components are stacked to certain altitude, can be inserted in empty van graded broken stone or it is closely knit banket,
And geotextile isolation is added, after reaching design height, compacting top soil layer, addition is beared down on one；Empty van is implanted into corresponding plant,
Construction is completed.
Prefabricated frame posture retaining wall provided by the utility model, combine from embedded, box-type retaining wall the advantages of, component
Structure type is simple, is easy to high-volume prefabricated, detachably, is easily installed and transports, easy for construction, is adapted to rapid construction；Panel
It can be layered with framework establishment, be classified and build, be combined into various structure type, structural integrity is good, and non-deformability is strong, overcomes
Self-embedding barricade under high fill operating mode deforms the problem of big；Filler of different nature is inserted in empty van structure, is suitable for ground
The requirement such as base low bearing capacity, plastic deformation；Reserved empty van can meet the planting technique demand of middle-size and small-size trees, be adapted to city and water
Sharp Landscape River design.
Embodiment described above only expresses embodiment of the present utility model, and its description is more specific and detailed, but simultaneously
Therefore the limitation to the utility model patent scope can not be interpreted as.It should be pointed out that the ordinary skill for this area
For personnel, without departing from the concept of the premise utility, various modifications and improvements can be made, these belong to this
The protection domain of utility model.Therefore, the protection domain of the utility model patent should be determined by the appended claims.
Claims (7)
- A kind of 1. prefabricated frame posture retaining wall, it is characterised in that it is made up of multiple block walls and the framework being connected on block wall, Block wall is arranged to make up by multiple blocks；Two notches are offered on block upper and lower surface respectively；Framework connects including more transverse directions Bar and Duo Gen longitudinal rods, formed with three convex falcons of connecting rod on transverse link, the convex falcon of two connecting rods therein is respectively positioned at laterally The both sides of connecting rod head end；It is connected between two adjacent block walls by more transverse links, two of every transverse link The convex falcon card entry slot of connecting rod is intraoral；The other end of transverse link is inserted in the notch of the corresponding metope block of another block wall, It is and end to end with the corresponding transverse link of another block wall side.
- 2. prefabricated frame posture retaining wall according to claim 1, it is characterised in that block include metope block and two/ One metope block.
- 3. prefabricated frame posture retaining wall according to claim 1, it is characterised in that offer inside block and passed through from end face Through the reserving hole of other end.
- 4. prefabricated frame posture retaining wall according to claim 1, it is characterised in that offered inside transverse link from one end Face extends through the reserved steel bar hole of other end.
- 5. prefabricated frame posture retaining wall according to claim 1, it is characterised in that offered inside longitudinal rod from one end Face extends through the reserved steel bar hole of other end.
- 6. prefabricated frame posture retaining wall according to claim 1, it is characterised in that two end to end transverse links lead to Connection reinforcing bar is crossed to be connected in series.
- 7. prefabricated frame posture retaining wall according to claim 1, it is characterised in that two end to end longitudinal rods lead to Connection reinforcing bar is crossed to be connected in series.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721039237.6U CN207062983U (en) | 2017-08-18 | 2017-08-18 | A kind of prefabricated frame posture retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721039237.6U CN207062983U (en) | 2017-08-18 | 2017-08-18 | A kind of prefabricated frame posture retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207062983U true CN207062983U (en) | 2018-03-02 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721039237.6U Active CN207062983U (en) | 2017-08-18 | 2017-08-18 | A kind of prefabricated frame posture retaining wall |
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| CN (1) | CN207062983U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487306A (en) * | 2018-06-05 | 2018-09-04 | 核工业井巷建设集团公司 | A kind of Retaining Wall and its construction method |
-
2017
- 2017-08-18 CN CN201721039237.6U patent/CN207062983U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487306A (en) * | 2018-06-05 | 2018-09-04 | 核工业井巷建设集团公司 | A kind of Retaining Wall and its construction method |
| CN108487306B (en) * | 2018-06-05 | 2023-09-08 | 核工业井巷建设集团有限公司 | Assembled retaining wall and construction method thereof |
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