CN209053120U - Bolt Bolted angle connection assembled counterfort retaining wall - Google Patents
Bolt Bolted angle connection assembled counterfort retaining wall Download PDFInfo
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- CN209053120U CN209053120U CN201821608066.9U CN201821608066U CN209053120U CN 209053120 U CN209053120 U CN 209053120U CN 201821608066 U CN201821608066 U CN 201821608066U CN 209053120 U CN209053120 U CN 209053120U
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- counterfort
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- vertical plate
- bolt
- retaining wall
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Abstract
The utility model discloses a kind of bolt Bolted angle connection assembled counterfort retaining walls, including multiple retaining wall units arranged side by side, the retaining wall unit includes bottom plate, vertical plate and counterfort, vertical plate and counterfort are arranged on bottom plate perpendicular to bottom plate, counterfort is perpendicular to vertical plate, the supporting surface of counterfort and the rear-face contact of vertical plate；Between vertical plate bottom and bottom plate, between counterfort bottom and bottom plate and between counterfort and the vertical plate back side using angle steel and it is bolted.The bottom plate, vertical plate and counterfort of the utility model are reinforced concrete structure, can carry out assembly construction at the scene, have the advantages that member unit reliable in quality, site operation are simple, construction efficiency is high；It is equipped with adjacent cells bridging arrangement in bottom plate and vertical plate two sides, guarantee adjacent bottom plates bulk settling and reinforces adjacent vertical plate stability against overturning.
Description
Technical field
The utility model relates to the retaining wall in civil engineering, in particular to a kind of assembled using bolt Bolted angle connection
Counterfort retaining wall.
Background technique
Retaining wall is one of the major project measure for guaranteeing slope soil stability, in railway, highway, municipal administration, water conservancy, mine
Mountain, room are built and geological disaster is punished and largely used in engineering.The structure type of retaining wall is relatively more at present, such as gravity type
Retaining wall, cantilever retaining wall, counterfort retaining wall etc., wherein gravity retaining wall is most widely used, with structure letter
The advantages that single, materials are conveniently, construction technology is simple, but gravity type earth-retaining labor intensity of workers is high, mechanization degree is low, is constructed
Adjacent material limitation in place is big, construction quality is difficult to be guaranteed；In addition, in engineering cantilevered and counterfort retaining wall panel
Using reinforced concrete structure, generally cast-in-site is made, and execution conditions are poor, and barricade panel quality is irregular, constructed
It cannot be immediately subjected to corresponding load later, to influence project progress, and also want periodic maintenance after constructing.
Summary of the invention
In order to solve the above-mentioned technical problem, the utility model provides that a kind of structure is simple, reliable in quality, spiral shell easy for construction
Bolt Bolted angle connection assembled counterfort retaining wall.
The technical solution that the utility model solves the above problems is: a kind of bolt Bolted angle connection assembled counterfort retaining wall,
Including multiple retaining wall units arranged side by side, the retaining wall unit includes bottom plate, vertical plate and counterfort, vertical plate and counterfort
It is arranged on bottom plate perpendicular to bottom plate, counterfort is perpendicular to vertical plate, the supporting surface of counterfort and the rear-face contact of vertical plate；Vertical plate bottom with
Between bottom plate, between counterfort bottom and bottom plate and between counterfort and the vertical plate back side using angle steel and it is bolted.
In above-mentioned bolt Bolted angle connection assembled counterfort retaining wall, the installation place of the bottom plate upper vertical plate and counterfort is set
It is fluted；Bottom plate, vertical plate and counterfort are reinforced concrete structure.
In above-mentioned bolt Bolted angle connection assembled counterfort retaining wall, used between the bottom plate of two adjacent retaining wall units
The opposite face of the bottom plate of tenon structure connection or two adjacent retaining wall units is mutually matched L-shaped structure, two bottom plates
It is connected by screw bolts after L-shaped structure overlap joint.
In above-mentioned bolt Bolted angle connection assembled counterfort retaining wall, bolt, spiral shell are equipped with close to groove on the bottom plate
For bolt together with reinforcement welding in bottom plate, the vertical plate bottom is equipped with cross bolts hole or bolt, the position of bolt hole or bolt
Corresponding with the position of bolt hole on the angle steel that vertical plate and bottom plate connect, the counterfort bottom and close vertical plate side are equipped with bolt
Hole, bolt hole are corresponding with the position of bolt hole on the angle steel that vertical plate and counterfort connect.
In above-mentioned bolt Bolted angle connection assembled counterfort retaining wall, the bolt on the bottom plate, vertical plate uses double end spiral shell
Bolt or single ended bolt, stud are in "-" type, pass through bottom plate or vertical plate, the spiral shell at stud both ends perpendicular to bottom plate or vertical plate
Line starts from the surface of bottom plate or vertical plate, and single ended bolt is L-shaped, and threaded bar portion is exposed at perpendicular to bottom plate or vertical plate, screw thread
Outside bottom plate or vertical plate.
In above-mentioned bolt Bolted angle connection assembled counterfort retaining wall, the bolt on the bottom plate, vertical plate bolt and counterfort
Hole equidistant placement, it is cross-shaped between each other.
It, will by pouring into neat slurry in the bottom plate groove in above-mentioned bolt Bolted angle connection assembled counterfort retaining wall
Vertical plate and counterfort are fixed in groove.
In above-mentioned bolt Bolted angle connection assembled counterfort retaining wall, the angle steel two sidewalls are equipped with bolt hole, angle steel
Equidistant placement has multiple floors between two sidewalls, and floor is arranged perpendicular to angle steel two sidewalls.
Compared with prior art, the utility model has the beneficial effects that:
1, the bottom plate of the utility model, vertical plate and counterfort are reinforced concrete structure, can carry out assembly at the scene and apply
Work has the advantages that construction quality is high, site operation is simple, environmental pollution is low.
2, the utility model on bottom plate with counterfort and vertical plate connecting position there are two grooves, pass through striaght cement in groove
Fixed board and counterfort are starched, barricade safety coefficient is further strengthened, increases engineering safety.
3, plane pattern production can be carried out in barricade lateral surface when the utility model is constructed, builds engineering landscape.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the top view of the utility model.
Fig. 3 is the structural schematic diagram of the bottom plate of the utility model.
Fig. 4 is the structural schematic diagram of the vertical plate of the utility model.
Fig. 5 is the structural schematic diagram of the counterfort of the utility model.
Fig. 6 is the structural schematic diagram of the angle steel of the utility model.
Fig. 7 is the structural schematic diagram of the bridging arrangement embodiment 1 between the adjacent retaining wall unit bottom plate of the utility model.
Fig. 8 is the structural schematic diagram of the bridging arrangement embodiment 2 between the adjacent retaining wall unit bottom plate of the utility model
Fig. 9 is the utility model assembled in situ construction drawing.
Specific embodiment
The utility model will be further described below with reference to the accompanying drawings.
As Figure 1-Figure 8, the utility model includes multiple retaining wall units arranged side by side, the retaining wall unit
It include bottom plate 1, vertical plate 2 and counterfort 3, bottom plate 1, vertical plate 2 and counterfort 3 are reinforced concrete structure, and the bottom plate 1 is lain in
On ground 9, groove 6 is reserved in the installation place of 1 top surface upper vertical plate 2 of bottom plate and counterfort 3, and groove 6 is T-shaped.It is equipped in 6 edge of groove
Multiple vertical single ended bolts 7, single ended bolt 7 is L-shaped, and single ended bolt 7 is threaded together with the reinforcement welding in bottom plate 1
Bar portion perpendicular to bottom plate 1, screw thread is exposed at outside bottom plate 1, and screw thread starts from 1 top surface of bottom plate.As shown in Figure 7,8, two adjacent earth-retainings
Spiral shell is used after overlapping using the opposite face of tenon structure connection or two bottom plates 1 using L-shaped structure between the bottom plate 1 of wall unit
It tethers the mode connect to connect, to increase the globality of barricade engineering.The vertical plate 2 and counterfort 3 is placed in bottom plate perpendicular to bottom plate 1
On groove 6 in, and pour into groove 6 neat slurry and vertical plate 2 and counterfort 4 be fixed in groove 6.Counterfort 3 is perpendicular to vertical
Plate 2, the supporting surface of counterfort 3 and the rear-face contact of vertical plate 2.
Multiple lateral single ended bolts 7 and multiple lateral studs are equipped at 2 bottom of vertical plate and close 3 supporting surface of counterfort
8.The bottom plate 1, the bolt on vertical plate 2 and the bolt hole equidistant placement on counterfort 3, it is cross-shaped between each other.3 bottom of counterfort
And towards 2 one end of vertical plate be equipped with multiple cross bolts holes, between 2 bottom of vertical plate and bottom plate 1, between 3 bottom of counterfort and bottom plate 1 and
Bolted angle connection is used between 2 back side of counterfort 3 and vertical plate.Vertical plate 2 and counterfort 3 are put into bottom plate groove 6, contact surface gap is with pure
Cement slurry is filled, and the bolt hole of angle steel 10 is then directed at single ended bolt 7 and stud 8, bolt is protruded into hole and is used in combination
Nut is fixed.8 stud of stud is in "-" type, passes through bottom plate or vertical plate, stud two perpendicular to bottom plate or vertical plate
The screw thread at end starts from the surface of bottom plate or vertical plate.As shown in fig. 6,10 two sidewalls of angle steel are equipped with bolt hole, angle steel two
Equidistant placement has multiple floors between side wall, and floor is arranged perpendicular to angle steel two sidewalls.Bottom plate 1, vertical plate 2 and counterfort 3 install
At, using concrete to angle steel 10 and two kind of bolt 7,8 at splicing position carry out covering formed it is secondary pour position 4, form it
It demoulding and conserves afterwards.
The implementation process of the utility model is as follows: as shown in figure 9, pre- in precasting yard combined steel by design drawing first
Bottom plate 1, vertical plate 2 and counterfort 3 processed, and conserved by reinforced concrete structure regulations requirement, it stacks, the construction to retaining wall is existing
Slag 9, which reaches, is transported to scene for bottom plate 1, vertical plate 2 and counterfort 3 after requirement.Then bottom plate 1 is lifted into autocrane
Position, and carry out adjacent bottom plates splicing；Then vertical plate 2 is lifted again, is put in vertical plate 2 vertically on bottom plate 1, and consolidated with nut
It is fixed.Then angle steel 10 is installed in advance on vertical plate 2.Then angle steel 10 is mounted on counterfort 3, with autocrane by counterfort 3
Lifting is secured with nuts into bottom plate groove 6.Finally, protective layer is formed, to strong in 10 junction casting concrete of angle steel
Degree backfills rolling earth behind retaining wall after meeting code requirement, and compacting filling soil 5 forms retaining wall.
Claims (8)
1. a kind of bolt Bolted angle connection assembled counterfort retaining wall, it is characterised in that: including multiple retaining wall lists arranged side by side
Member, the retaining wall unit include bottom plate, vertical plate and counterfort, and vertical plate and counterfort are arranged on bottom plate perpendicular to bottom plate, help
Wall is perpendicular to vertical plate, the supporting surface of counterfort and the rear-face contact of vertical plate；Between vertical plate bottom and bottom plate, counterfort bottom and bottom plate it
Between and counterfort and the vertical plate back side between using angle steel and being bolted.
2. bolt Bolted angle connection assembled counterfort retaining wall according to claim 1, it is characterised in that: on the bottom plate
The installation place of vertical plate and counterfort is equipped with groove；Bottom plate, vertical plate and counterfort are reinforced concrete structure.
3. bolt Bolted angle connection assembled counterfort retaining wall according to claim 2, it is characterised in that: two adjacent earth-retainings
It is connected between the bottom plate of wall unit using tenon structure or the opposite face of the bottom plate of two adjacent retaining wall units is phase interworking
The L-shaped structure of conjunction, the L-shaped structure of two bottom plates are connected by screw bolts after overlapping.
4. bolt Bolted angle connection assembled counterfort retaining wall according to claim 2, it is characterised in that: leaned on the bottom plate
Nearly groove is equipped with bolt, and for bolt together with reinforcement welding in bottom plate, the vertical plate bottom is equipped with cross bolts hole or bolt,
The position of bolt hole on angle steel that the position of bolt hole or bolt and vertical plate and bottom plate connect is corresponding, the counterfort bottom with
It is equipped with bolt hole close to vertical plate side, bolt hole is corresponding with the position of bolt hole on the angle steel that vertical plate and counterfort connect.
5. bolt Bolted angle connection assembled counterfort retaining wall according to claim 4, it is characterised in that: the bottom plate is stood
Bolt on plate uses stud or single ended bolt, and stud is in "-" type, perpendicular to bottom plate or vertical plate pass through bottom plate or
Vertical plate, the screw thread at stud both ends start from the surface of bottom plate or vertical plate, and single ended bolt is L-shaped, and threaded bar portion is vertical
In bottom plate or vertical plate, screw thread is exposed at outside bottom plate or vertical plate.
6. bolt Bolted angle connection assembled counterfort retaining wall according to claim 4, it is characterised in that: the bottom plate is stood
Bolt hole equidistant placement on crab bolt and counterfort, it is cross-shaped between each other.
7. bolt Bolted angle connection assembled counterfort retaining wall according to claim 4, it is characterised in that: the bottom plate groove
It is interior that vertical plate and counterfort are fixed in groove by pouring into neat slurry.
8. bolt Bolted angle connection assembled counterfort retaining wall according to claim 4, it is characterised in that: the angle steel two sides
Wall is equipped with bolt hole, and equidistant placement has multiple floors between angle steel two sidewalls, and floor is arranged perpendicular to angle steel two sidewalls.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821608066.9U CN209053120U (en) | 2018-09-30 | 2018-09-30 | Bolt Bolted angle connection assembled counterfort retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821608066.9U CN209053120U (en) | 2018-09-30 | 2018-09-30 | Bolt Bolted angle connection assembled counterfort retaining wall |
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| Publication Number | Publication Date |
|---|---|
| CN209053120U true CN209053120U (en) | 2019-07-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821608066.9U Active CN209053120U (en) | 2018-09-30 | 2018-09-30 | Bolt Bolted angle connection assembled counterfort retaining wall |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110453724A (en) * | 2019-09-18 | 2019-11-15 | 安徽工程大学 | A kind of novel fabricated antidetonation counterfort retaining wall |
| CN110777925A (en) * | 2019-11-28 | 2020-02-11 | 中冶京诚工程技术有限公司 | Open pool structure |
| CN110820795A (en) * | 2019-10-16 | 2020-02-21 | 同济大学 | Double-deck corrugated steel plate concrete combination retaining wall |
| CN111648399A (en) * | 2020-06-11 | 2020-09-11 | 中铁十四局集团大盾构工程有限公司 | Protection and reinforcement method for retaining wall structure |
| CN113309137A (en) * | 2021-05-08 | 2021-08-27 | 浙大城市学院 | Construction method of counterfort assembled retaining wall |
| CN114108692A (en) * | 2021-12-16 | 2022-03-01 | 哈尔滨工业大学 | Fabricated buttress retaining wall with uplift pile and construction method thereof |
| CN114215105A (en) * | 2021-12-31 | 2022-03-22 | 山东高速岩土科技有限公司 | Abutment back backfill pouring method and novel assembly type retaining wall |
-
2018
- 2018-09-30 CN CN201821608066.9U patent/CN209053120U/en active Active
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110453724A (en) * | 2019-09-18 | 2019-11-15 | 安徽工程大学 | A kind of novel fabricated antidetonation counterfort retaining wall |
| CN110820795A (en) * | 2019-10-16 | 2020-02-21 | 同济大学 | Double-deck corrugated steel plate concrete combination retaining wall |
| CN110820795B (en) * | 2019-10-16 | 2021-03-26 | 同济大学 | Double-deck corrugated steel plate concrete combination retaining wall |
| CN110777925A (en) * | 2019-11-28 | 2020-02-11 | 中冶京诚工程技术有限公司 | Open pool structure |
| CN111648399A (en) * | 2020-06-11 | 2020-09-11 | 中铁十四局集团大盾构工程有限公司 | Protection and reinforcement method for retaining wall structure |
| CN111648399B (en) * | 2020-06-11 | 2021-11-30 | 中铁十四局集团大盾构工程有限公司 | Protection and reinforcement method for retaining wall structure |
| CN113309137A (en) * | 2021-05-08 | 2021-08-27 | 浙大城市学院 | Construction method of counterfort assembled retaining wall |
| CN114108692A (en) * | 2021-12-16 | 2022-03-01 | 哈尔滨工业大学 | Fabricated buttress retaining wall with uplift pile and construction method thereof |
| CN114215105A (en) * | 2021-12-31 | 2022-03-22 | 山东高速岩土科技有限公司 | Abutment back backfill pouring method and novel assembly type retaining wall |
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| 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: No. 89, Huancheng West Road, Xihu District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang shuzhijiaoyuan Technology Co.,Ltd. Address before: No. 89, Huancheng West Road, Xihu District, Hangzhou City, Zhejiang Province Patentee before: ZHEJIANG PROVINCIAL INSTITUTE OF COMMUNICATIONS PLANNING DESIGN & RESEARCH Co.,Ltd. |