CN208395855U - A kind of Retaining Wall - Google Patents
A kind of Retaining Wall Download PDFInfo
- Publication number
- CN208395855U CN208395855U CN201820861297.4U CN201820861297U CN208395855U CN 208395855 U CN208395855 U CN 208395855U CN 201820861297 U CN201820861297 U CN 201820861297U CN 208395855 U CN208395855 U CN 208395855U
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- cabinet
- retaining wall
- cover board
- panel
- slope panel
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Abstract
The utility model relates to a kind of Retaining Walls, including multiple cover boards for being in cabinet that is transversely arranged and being stacked up and down and connecting adjacent boxes up and down, the cover board is arranged between neighbouring two layer box body, and linking is between two column cabinets of left and right, two end faces up and down of the cover board are equipped with convex block, and two convex blocks on same end face are respectively clamped into the cavity of the ipsilateral two neighboring cabinet in left and right.The utility model uses over-the-counter cast-in-place concrete module; mounting means is constructed on the spot at slope foot again; it can preferably solve the problems, such as that construction environment, standard construction technique guarantee construction quality; and installation environment is required lower; technical requirements are not high, improve construction speed, and concrete mould block structure is simple; large-scale production can be achieved, reduce construction cost.
Description
Technical field
The utility model relates to architectural engineering retaining structure technical field, in particular to a kind of Retaining Wall.
Background technique
With the rapid development of our country's economy, cut involved in engineering construction slope repair the roads, cut slope building phenomenon it is increasingly universal.
To guarantee stability of slope, the modes such as brush slope, draining, supporting and retaining system mode is mostly used to carry out side slope protection in slope treatment design.Supporting and retaining system
It is more universal with slope foot cast-in-place concrete retaining wall or marsonary retaining wall design in structure.Due to cast-in-place concrete retaining wall
Or marsonary retaining wall work progress is longer, construction environment and construction process requirement are higher, construction quality is difficult to be effectively ensured.
Therefore, the Retaining Wall Research on Construction Technology for carrying out normalized construction just seems necessary.
Such as: application No. is 201721376162.0 Chinese utility model patents to disclose a kind of prefabricated assembled earth-retaining
Wall, whole retaining wall are that a cross section is what up-narrow and down-wide straight flange was trapezoidal, and was made of multilayer；Every layer by interlayer board,
Web, crossbeam and connection plate assemble, and form multiple hollow cabinets, and install filler material additional in cabinet；Described
Interlayer board, web, crossbeam and connection plate use mortise to connect with tenon each other, its shortcoming is that, the earth-retaining of this structure
Wall assembly is comparatively laborious, and integral strength is relatively low.
Utility model content
The purpose of the utility model is to provide a kind of Retaining Walls, and structure is simple, short construction period, high-efficient, peace
It is complete reliable.
The above-mentioned purpose of the utility model has the technical scheme that a kind of Retaining Wall, packet
Including multiple is in transversely arranged and stacked up and down cabinet and the cover board for connecting adjacent boxes up and down, and the cover board setting is upper
Between lower adjacent two layers cabinet, and it is connected between two column cabinets of left and right, two end faces up and down of the cover board are equipped with convex block,
Two convex blocks on same end face are respectively clamped into the cavity of the ipsilateral two neighboring cabinet in left and right.
Preferably, the cabinet is by back slope panel, meets the rectangular frame structure that slope panel and two side panels surround, institute
It states back slope panel and described meet is connected with demarcation plate between slope panel, the cabinet is separated into two institutes in left and right by the demarcation plate
State cavity.
Preferably, the back slope panel is equipped with apopore, the slope panel of meeting is equipped with inlet opening.
Preferably, the apopore is semicircular structure, positioned at the bottom of the back slope panel, the inlet opening is uniform
It is arranged in described meet on slope panel.
Preferably, the sum of sectional area of the apopore is greater than the sum of the inlet opening sectional area.
Preferably, an at least back slope panel or side panel are equipped with inner groovy, the indent groove depth is 2cm.
Preferably, the cabinet and the cover board are all made of armored concrete and pour, and pre-formed.
The utility model has the beneficial effects that the utility model uses over-the-counter cast-in-place concrete module, then at slope foot on the spot
Mounting means is constructed, and can preferably solve the problems, such as that construction environment, standard construction technique guarantee construction quality, and to peace
It filling that environmental requirement is lower, and technical requirements are not high, improves construction speed, concrete mould block structure is simple, it can be achieved that large-scale production,
Reduce construction cost.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model embodiment；
Fig. 2 is the structural schematic diagram of cabinet in the utility model embodiment；
Fig. 3 is the structural schematic diagram of the utility model embodiment cover plate；
In figure: 1- cabinet, 11- back slope panel, 12- meet slope panel, 13- side panel, 14- demarcation plate, 15- cavity, and 16- goes out
Water hole, the inlet opening 17-, 18- inner groovy, 2- cover board, 21- substrate, 22- convex block.
Specific embodiment
In conjunction with attached drawing, the utility model is described in further detail.This specific embodiment is only to the utility model
Explanation, be not limitations of the present invention, those skilled in the art, can be according to need after reading this specification
The modification of not creative contribution is made to the present embodiment, but as long as in the scope of the claims of the utility model all by
The protection of Patent Law.
Embodiment: a kind of as shown in Figure 1, Figure 2 and Figure 3, Retaining Wall, including cabinet 1 and cover board 2, cabinet 1 and institute
It states cover board 2 and is all made of armored concrete and pour, and is pre-formed.Multiple cabinets 1 form earth-retaining in transversely arranged and upper and lower be stacked
Wall.Cover board 2 is arranged between neighbouring two layer box body 1 for connecting adjacent boxes 1 up and down, cover board 2, and is connected in a left side
Between right two column cabinets 1.
As shown in Fig. 2, cabinet 1 is by back slope panel 11, meets the rectangle frame knot that slope panel 12 and two side panels 13 surround
Structure, the back slope panel 11 and described meet are connected with demarcation plate 14 between slope panel 12, the demarcation plate 14 divides the cabinet 1
It is divided into two cavitys 15 in left and right.The length × width × height of cabinet 1 is 72cm × 48cm × 36cm, wall thickness 8cm, demarcation plate 14
With a thickness of 8cm.
Back slope panel 11 is equipped with apopore 16, and the slope panel 12 of meeting is equipped with inlet opening 17.Apopore 16 is semicircle knot
Structure, positioned at the bottom of the back slope panel 11, the inlet opening 17 is evenly arranged in described meet on slope panel 12.Apopore 16
The sum of sectional area is greater than the sum of 17 sectional area of inlet opening.Back slope panel 11 and/or side panel 13 are equipped with inner groovy 18, with
Mitigate 1 weight of cabinet, 18 depth of inner groovy is 2cm.
As shown in figure 3, cover board 2 is made of substrate 11 and 12 one-time-concreting of convex block.Two end faces up and down of cover board 2 are equipped with
Convex block 22, two convex blocks 22 on same end face are respectively clamped into positioned at the ipsilateral two neighboring cabinet 1 in left and right
Cavity 15 in, i.e., two convex blocks 22 positioned at upper surface are caught in two cavitys 15 of the two neighboring cabinet 1 of the top of cover board 2
It is interior, in two cavitys 15 of two convex blocks 22 two neighboring cabinet 1 for being caught in the lower section of cover board 2 of lower end surface, make one piece of lid
Plate 2 connects four cabinets 1 up and down.Wherein the length × width × height of substrate 11 is 72cm × 48cm × 8cm, the length of convex block 22 ×
Wide × a height of 32cm × 12cm × 6cm.
The sequence of construction of retaining wall is as follows:
(1) construction personnel, mechanical preparation, surveying and locating scribing line.
(2) less than 45 ° slopes first should be put on original soil slope after retaining wall before construction, earth-retaining foundation of wall of then constructing, basis is opened
Digging should do land drainage well, keep drying, and foundation construction, which finishes, to be backfilled in time, compacting, and backfill material is silty clay after wall, return
Filler answers compaction in layers.
(3) blinding layer pours, and Retaining Wall is high to the more traditional barricade of fundamental importance precision, and blinding layer need to be accomplished
It is smooth, it is carried out in the construction process using tool levelling.
(4) component is placed, and place according to design by cabinet 1, cover board 2 using machine tool and is used stone in cabinet 1
Son filling.
(5) the very useful cement mortar of retaining wall smoothes out, with a thickness of 20mm.
(6) backfilling of earthwork, the backfill earthwork should be noted that when need to be compacted influences wall by biggish impact, closes on wall back
It, should be using small-sized pressures such as frog hammer, internal-combustion tamper, hand Vibroll, vibratory plate compactors in the range of 1.0m
Real machine tool rolls.
Claims (7)
1. a kind of Retaining Wall, it is characterised in that: including multiple in transversely arranged and stacked up and down cabinet (1) and connection
The cover board (2) of adjacent boxes (1) up and down, the cover board (2) are arranged between neighbouring two layer box body (1), and are connected
Between two column cabinets (1) of left and right, two end faces up and down of the cover board (2) are equipped with convex block (22), are located on same end face
Two convex blocks (22) be respectively clamped into the cavity (15) positioned at the ipsilateral two neighboring cabinet (1) in left and right.
2. a kind of Retaining Wall according to claim 1, it is characterised in that: the cabinet (1) is by back slope panel
(11), it meets slope panel (12) and rectangular frame structure that two side panels (13) surround, the back slope panel (11) and described meets slope
It is connected between panel (12) demarcation plate (14), the cabinet (1) is separated into two skies in left and right by the demarcation plate (14)
Chamber (15).
3. a kind of Retaining Wall according to claim 2, it is characterised in that: the back slope panel (11) is equipped with water outlet
Hole (16), described meet slope panel (12) are equipped with inlet opening (17).
4. a kind of Retaining Wall according to claim 3, it is characterised in that: the apopore (16) is semicircle knot
Structure, is located at the bottom of the back slope panel (11), and the inlet opening (17) is evenly arranged in described meet on slope panel (12).
5. a kind of Retaining Wall according to claim 3 or 4, it is characterised in that: the section of the apopore (16)
The sum of product is greater than described the sum of inlet opening (17) sectional area.
6. a kind of Retaining Wall according to claim 2, it is characterised in that: at least a back slope panel (11) or side
Panel (13) is equipped with inner groovy (18), and inner groovy (18) depth is 2cm.
7. a kind of Retaining Wall according to claim 1, it is characterised in that: the cabinet (1) and the cover board (2)
It is all made of armored concrete to pour, and pre-formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820861297.4U CN208395855U (en) | 2018-06-05 | 2018-06-05 | A kind of Retaining Wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820861297.4U CN208395855U (en) | 2018-06-05 | 2018-06-05 | A kind of Retaining Wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208395855U true CN208395855U (en) | 2019-01-18 |
Family
ID=65134986
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820861297.4U Active CN208395855U (en) | 2018-06-05 | 2018-06-05 | A kind of Retaining Wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208395855U (en) |
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 |
| CN113152516A (en) * | 2021-04-30 | 2021-07-23 | 万特福建筑构件有限公司 | Assembled retaining wall prefabricated part and assembling method thereof |
-
2018
- 2018-06-05 CN CN201820861297.4U patent/CN208395855U/en active Active
Cited By (3)
| 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 |
| CN113152516A (en) * | 2021-04-30 | 2021-07-23 | 万特福建筑构件有限公司 | Assembled retaining wall prefabricated part and assembling method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 313000 4th Floor, 666 Huanzhu Road, Wuxing District, Huzhou City, Zhejiang Province Patentee after: NUCLEAR INDUSTRY WELL AND ROADWAY CONSTRUCTION GROUP CO., LTD. Address before: 313000 4th Floor, 666 Huanzhu Road, Wuxing District, Huzhou City, Zhejiang Province Patentee before: Nuclear industry Lane Construction Group Company |