CN208328979U - Retaining Wall - Google Patents
Retaining Wall Download PDFInfo
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- CN208328979U CN208328979U CN201820629318.XU CN201820629318U CN208328979U CN 208328979 U CN208328979 U CN 208328979U CN 201820629318 U CN201820629318 U CN 201820629318U CN 208328979 U CN208328979 U CN 208328979U
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- retaining wall
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Abstract
The utility model discloses a kind of Retaining Wall, and limited to solve rubble exploitation in the prior art, live wet type construction volume is huge, so that traditional stone masonry retaining wall is not suitable for existing construction environment, problem at high cost that difficulty of construction is big.It include: earth-retaining wall, pedestal and floor；Pedestal is horizontally mounted, earth-retaining wall on one side with pedestal while connect and earth-retaining wall perpendicular to pedestal install, several floors be respectively perpendicular to pedestal and earth-retaining wall installation.Beneficial effect includes: that can not only accelerate speed of application using prefabricated assembled retaining wall, and connection all uses bolt fastening, reduces situ wet operation, improves reliability, reduces the exploitation to rubble and utilizes, positive effect is also played to environmental protection.
Description
Technical field:
The utility model relates to build, building technical field, in particular to a kind of Retaining Wall.
Background technique:
With the rapid development of China's power grid construction, High Slope Protection and column foot protection problem become increasingly conspicuous, but due to lacking
The system research of weary side slope Treatment process, not only brings inconvenience to construction, also hides some dangers for for engineering.Power grid work at present
The supporting of journey is mainly based on stone masonry retaining wall, stone masonry slope protection and cast-in-place concrete retaining wall, but due to environmental requirement
Higher and higher, rubble exploitation is limited, and the transport of part alpine region is inconvenient, and live wet type construction volume is huge, to construction site environment
Recovery require etc. problems limitation so that traditional stone masonry retaining wall, stone masonry slope protection and cast-in-place concrete gear
The support forms such as cob wall do not adapt to new requirement.
Summary of the invention:
The utility model provides a kind of Retaining Wall, is limited to solve rubble exploitation in the prior art, situ wet
Formula construction volume is huge, so that traditional stone masonry retaining wall is not suitable for existing construction environment, difficulty of construction is big at high cost is asked
Topic.
The utility model provides a kind of Retaining Wall, comprising: earth-retaining wall, pedestal and floor；Pedestal level peace
Dress, earth-retaining wall on one side with pedestal while connect and earth-retaining wall is installed perpendicular to pedestal, several floors are respectively perpendicular to
Pedestal and the installation of earth-retaining wall.
Preferably, pedestal is that muti-piece bottom plate connects into one piece of rectangular slab, the section of bottom plate is convex shape, and both sides are with enterprise
Mouthful, it overlaps, is bolted at the tongue and groove of adjacent two pieces of bottom plates.
Preferably, earth-retaining wall is that muti-piece panel connects into one piece of rectangular slab, the section of panel is convex shape, two sidebands
There is tongue and groove, overlaps, be bolted at the tongue and groove of adjacent two pieces of panels.
Preferably, floor be modification of right-angled triangle plate, floor lower part be arranged through-hole, through-hole direction be from one plate face of floor to
The direction of another plate face, the pre-buried plate that is relatively fixed in parallel in bottom plate, width is identical as floor thickness, and floor is installed in parallel
It is relatively fixed between plate, bolt passes through through-hole and is fixed together floor and fixed plate.
Preferably, the one side of floor and plate contact, vertical cast-in fixing bolt, anchor bolt pass through pre-set logical on panel
Hole is fixed on panel by nut.
Preferably, earth-retaining wall, pedestal and floor are reinforced concrete precast member.
The utility model beneficial effect includes: that can not only accelerate speed of application using prefabricated assembled retaining wall, is connected
Bolt fastening is all used, situ wet operation is reduced, improves reliability, the exploitation to rubble is reduced and utilizes, to environmental protection
Play positive effect.
Detailed description of the invention:
Attached drawing 1 is the structural schematic diagram of the Retaining Wall of a width better embodiment.
Attached drawing 2 is the panel of a width better embodiment and the attachment structure schematic diagram of floor.
Attached drawing 3 is the bottom plate of a width better embodiment and the attachment structure schematic diagram of floor.
Attached drawing 4 is the attachment structure schematic diagram between the panel of a width better embodiment.
Attached drawing 5 is the attachment structure schematic diagram between the bottom plate of a width better embodiment.
Specific embodiment:
In consideration of it, the utility model provides a kind of Retaining Wall, it is practical new to this below in conjunction with Figure of description
The preferred embodiment of type is illustrated.
As shown in fig.1, a kind of Retaining Wall, comprising: earth-retaining wall 1, pedestal 2 and floor 3；Pedestal 2 is horizontal
Installation, earth-retaining wall 1 on one side with pedestal 2 while connect and earth-retaining wall 1 is installed perpendicular to pedestal 2, several floors 3 are distinguished
It is installed perpendicular to pedestal 2 and earth-retaining wall 1.
Pedestal 2 is that muti-piece bottom plate 201 connects into one piece of rectangular slab, and the section of bottom plate 201 is convex shape, and both sides are with enterprise
Mouthful, it overlaps, is bolted at the tongue and groove of adjacent two pieces of bottom plates 201.Earth-retaining wall 1 is the connection of muti-piece panel 101
At one piece of rectangular slab, the section of panel 101 is convex shape, and both sides have tongue and groove, overlap at the tongue and groove of adjacent two pieces of panels 101
Together, it is bolted.Floor 3 is modification of right-angled triangle plate, and through-hole is arranged in 3 lower part of floor, and through-hole direction is from floor 3 one
A plate face is to the direction of another plate face, pre-buried plate 202, width and the 3 thickness phase of floor of being relatively fixed in parallel in bottom plate 201
Together, floor 3 is installed on is relatively fixed between plate 202 in parallel, and bolt passes through through-hole and is fixedly connected with floor 3 with fixed plate 202
Together.The one side that floor 3 is contacted with panel 101, vertical cast-in fixing bolt 301, anchor bolt 301 passes through to be set in advance on panel 101
The through-hole set is fixed on panel 101 by nut.Earth-retaining wall 1, pedestal 2 and floor 3 are reinforced concrete precast member.
Specifically, every piece of panel 101 is all made into the tongue and groove that two sides open up half of through slot mouth in prefabricated panel 101, it is whole
The section of a panel 101 is in convex, and the middle position of every piece of panel 101 is uniformly arranged multipair through-hole from top to bottom, is used for and rib
Plate 3 connects.Tongue and groove between adjacent two pieces of panels 101 overlaps up and down, forms a monolith earth-retaining wall 1, the middle part of tongue and groove position
Through-hole is all set, and when two tongue and grooves overlap, two through-holes are perforations, by being bolted directly to together.
The shape and connection type of prefabricated panel 201 are also identical with panel 101, solid using the connection type of tongue and groove and bolt
It is fixed at a monolith pedestal 2, vertical pre-buried fixed plate 202 on 201 face of bottom plate, for the connection with floor 3.
Floor 3 is modification of right-angled triangle plate, and long right-angle side is identical as 101 height of panel, and the one side for being bonded panel 101 is vertical
Anchor bolt 301 is inserted into panel 101 by cast-in fixing bolt 301, is passed through 101 another side of panel and is fastened by nut.Short right-angle side fitting
Bottom plate 201 is fixedly connected, and floor 3 is inserted between the fixed plate 202 on bottom plate 201, and screw rod is passed through fixed plate 202 and floor
3, it is fixed in 202 two sides of fixed plate.
Claims (6)
1. a kind of Retaining Wall characterized by comprising earth-retaining wall, pedestal and floor；Pedestal is horizontally mounted, gear
Cob wall body on one side with pedestal while connect and earth-retaining wall perpendicular to pedestal install, several floors be respectively perpendicular to pedestal and
The installation of earth-retaining wall.
2. Retaining Wall as described in claim 1, which is characterized in that pedestal be muti-piece bottom plate connect into one piece it is rectangular
Shape plate, the section of bottom plate are convex shape, and both sides have tongue and groove, overlap at the tongue and groove of adjacent two pieces of bottom plates, pass through bolt
Connection.
3. Retaining Wall as described in claim 1, which is characterized in that earth-retaining wall is that muti-piece panel connects into one piece
Rectangular slab, the section of panel are convex shape, and both sides have tongue and groove, overlap, pass through at the tongue and groove of adjacent two pieces of panels
It is bolted.
4. Retaining Wall as described in claim 1, which is characterized in that floor is modification of right-angled triangle plate, floor lower part
Be arranged through-hole, through-hole direction be from one plate face of floor to the direction of another plate face, it is pre-buried in bottom plate to be relatively fixed in parallel
Plate, width is identical as floor thickness, and floor is installed on to be relatively fixed between plate in parallel, and bolt passes through through-hole for floor and fixation
Plate is fixed together.
5. Retaining Wall as described in claim 1, which is characterized in that the one side of floor and plate contact, vertical
Cast-in fixing bolt, anchor bolt pass through pre-set through-hole on panel, are fixed on panel by nut.
6. Retaining Wall as described in claim 1, which is characterized in that earth-retaining wall, pedestal and floor are reinforcing bar
Precast concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820629318.XU CN208328979U (en) | 2018-04-28 | 2018-04-28 | Retaining Wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820629318.XU CN208328979U (en) | 2018-04-28 | 2018-04-28 | Retaining Wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208328979U true CN208328979U (en) | 2019-01-04 |
Family
ID=64779265
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820629318.XU Active CN208328979U (en) | 2018-04-28 | 2018-04-28 | Retaining Wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN208328979U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110055999A (en) * | 2019-04-24 | 2019-07-26 | 兰州理工大学 | A kind of part assembled stake support counterfort wall |
| CN110258621A (en) * | 2019-04-30 | 2019-09-20 | 上海二十冶建设有限公司 | Convenient for the Retaining Wall of rapid construction |
| CN111535243A (en) * | 2020-04-27 | 2020-08-14 | 李凤玲 | Hydraulic engineering retaining wall |
| CN112064670A (en) * | 2020-09-30 | 2020-12-11 | 沈阳建筑大学 | Pier base assembled concrete retaining wall |
| CN112814194A (en) * | 2020-12-31 | 2021-05-18 | 中电建池州长智建工有限公司 | Dry-type connection outer wall structure system and installation method thereof |
| CN112942413A (en) * | 2021-02-09 | 2021-06-11 | 福建省交通规划设计院有限公司 | Prefabricated UHPC rib plate type retaining wall system |
-
2018
- 2018-04-28 CN CN201820629318.XU patent/CN208328979U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110055999A (en) * | 2019-04-24 | 2019-07-26 | 兰州理工大学 | A kind of part assembled stake support counterfort wall |
| CN110055999B (en) * | 2019-04-24 | 2020-11-27 | 兰州理工大学 | Partial assembly type pile support buttress retaining wall |
| CN110258621A (en) * | 2019-04-30 | 2019-09-20 | 上海二十冶建设有限公司 | Convenient for the Retaining Wall of rapid construction |
| CN111535243A (en) * | 2020-04-27 | 2020-08-14 | 李凤玲 | Hydraulic engineering retaining wall |
| CN112064670A (en) * | 2020-09-30 | 2020-12-11 | 沈阳建筑大学 | Pier base assembled concrete retaining wall |
| CN112814194A (en) * | 2020-12-31 | 2021-05-18 | 中电建池州长智建工有限公司 | Dry-type connection outer wall structure system and installation method thereof |
| CN112942413A (en) * | 2021-02-09 | 2021-06-11 | 福建省交通规划设计院有限公司 | Prefabricated UHPC rib plate type retaining wall system |
| CN112942413B (en) * | 2021-02-09 | 2022-04-26 | 福建省交通规划设计院有限公司 | Prefabricated UHPC rib plate type retaining wall system |
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