CN209669914U - A kind of armored concrete veneer reinforced retaining wall structure - Google Patents
A kind of armored concrete veneer reinforced retaining wall structure Download PDFInfo
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- CN209669914U CN209669914U CN201822201275.8U CN201822201275U CN209669914U CN 209669914 U CN209669914 U CN 209669914U CN 201822201275 U CN201822201275 U CN 201822201275U CN 209669914 U CN209669914 U CN 209669914U
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Abstract
The utility model is related to a kind of armored concrete veneer reinforced retaining wall structure, including pedestal, and with pedestal lower end surface carrying connected vertically positioning pile foundation and with pedestal upper surface wall connected vertically, and for wall and wait reinforce the anchor bar connected between building surface, pile foundation is along base axis parallelly distribute on, wall rear end face is concordant with base rear end face to be distributed, it is L-shaped structure that pedestal and wall, which collectively form cross section, wall rear end face sets positioning table, simultaneously distribution is parallel to the horizontal plane in positioning table and wall rear end face vertical distribution, dowel is several, it is vertical with wall rear end face to connect and be evenly distributed with from top to bottom along wall axis direction.On the one hand the utility model has good environmental suitability, can underwater construction, project amount it is small, convenient for construction; consolidation effect is good; small on surrounding enviroment influence, on the other hand itself has good position stability and structural strength, can effectively meet to be provided stable bearing capacity by protection building structure.
Description
Technical field
The utility model relates to a kind of manger board structures, are specifically a kind of armored concrete veneer reinforced retaining wall knots
Structure.
Background technique
At present when carrying out structure-reinforced to the protective constructions structure such as retaining wall, waterwall, built often by for protection
Build add reinforcing rib, strengthen plate, the structures such as support column carry out reinforcing operation, although these reinforced structures can centainly meet to earth-retaining
The protective constructions such as wall, waterwall structure carries out structure-reinforced needs, but one side construction operation difficulty is relatively large, is constructing
When restricted vulnerable to factors such as use environment, places, versatility and using flexible are relatively poor, on the other hand current these classes
The support force direction that traditional reinforced structure provides the protective constructions structure such as retaining wall, waterwall is relatively single, and is evenly distributed
Property it is poor, to generate phenomena such as distribution of force is uneven and stress is several easily in the protective constructions structure such as retaining wall, waterwall, and
To the external impacts under complex loading conditions resist and protective capacities is also relatively poor, therefore can not effectively meet to earth-retaining
The protective constructions structure such as wall, waterwall carries out the needs that resulting structure strengthens operation, furthermore the traditional reinforcing knot of these current
Structure construct positioning when, often there is also the defects of self poisoning stability difference, thus further resulted in currently to retaining wall,
The protective constructions such as waterwall structure carries out the stability and the insufficient defect of reliability of structure-reinforced operation, therefore asks for this
Topic, there is an urgent need to develop a kind of novel reinforced retaining wall structures, to meet the needs of actual use.
Utility model content
In view of the shortcomings of the prior art, the utility model provides a kind of armored concrete veneer reinforced retaining wall knot
Structure, new structure layout is simple and compact, and it is convenient to construct, and on the one hand has good environmental suitability, can effectively meet to more
The structures such as the wall under kind structure and use environment carry out the needs of structure-reinforced operation, on the other hand itself have good hold
Position stability and structural strength are carried, can effectively be met to be provided stable bearing capacity by protection building structure, and effectively mention
Height to complex external force shock environment resist and protective capacities.
To achieve the goals above, the utility model is achieved through the following technical solutions:
A kind of armored concrete veneer reinforced retaining wall structure, including pedestal, and with the carrying connected vertically of pedestal lower end surface
Guide pile and with pedestal upper surface wall connected vertically, and for wall and wait reinforce the connection that positions between building surface
Muscle, wherein pedestal cross section is rectangular configuration, and distribution is parallel to the horizontal plane in axis, and positioning pile length is not less than 2.5 meters, thereon
End face is interior embedded in pedestal and guide pile axis is vertical with base axis and intersects, and each guide pile that carries divides in parallel along base axis
Cloth, and center is away from being not less than 1 meter between two neighboring guide pile, wall rear end face is concordant with base rear end face to be distributed, and pedestal
With a thickness of at least 3 times of thickness of wall body, pedestal and wall collectively form cross section as L-shaped structure, and thickness of wall body is not less than 0.3
Rice is highly not less than 6 meters, and wall rear end face sets positioning table, and positioning table and wall rear end face vertical distribution are simultaneously parallel to the horizontal plane
Distribution, and positioning table thickness is not less than 200 millimeters, positioning table front end face exceeds at least 200 millimeters of wall rear end face, if dowel
It is dry, it is vertical with wall rear end face to connect and be evenly distributed with from top to bottom along wall axis direction.
Further, the carrying guide pile is the timber that lower end surface is pyramidal structure, and guide pile upper surface is embedded in
In pedestal, and spacing is not more than the 2/3 of substructure height between pedestal upper surface.
Further, the guide pile diameter is not less than 0.1 meter.
Further, the pedestal, wall and positioning table include reinforcing bar keel and concrete substrate, wherein the steel
Muscle keel are frame structure, and the concrete substrate is coated on outside reinforcing bar keel, wherein the steel of the pedestal, wall and positioning table
It is connected with each other between muscle keel, the concrete substrate of the pedestal, wall and positioning table is an integral structure.
Further, the concrete substrate thickness degree of the reinforcing bar keel outer surface is not less than 3 millimeters.
The utility model topology layout is simple and compact, and it is convenient to construct, and on the one hand has good environmental suitability, can apply under water
Work, project amount are small, and convenient for construction, consolidation effect is good, small on surrounding enviroment influence, to effectively meet to various structures and use
The structures such as the wall under environment carry out the needs of structure-reinforced operation, on the other hand itself have good carrying position stability
And structural strength, can effectively it meet to be provided stable bearing capacity by protection building structure, and effectively improve to complex external force
Shock environment resist and protective capacities.
Detailed description of the invention
It is described in detail the utility model with reference to the accompanying drawings and detailed description.
FIG. 1 is a schematic structural view of the utility model.
Specific embodiment
To be easy to understand the technical means, creative features, achievement of purpose, and effectiveness of the utility model, below
In conjunction with specific embodiment, the utility model is further described.
A kind of armored concrete veneer reinforced retaining wall structure as described in Figure 1, including pedestal 1, and hang down with 1 lower end surface of pedestal
The direct-connected carrying guide pile 2 connect and with 1 upper surface of pedestal wall 3 connected vertically, and for wall 3 and building to be reinforced 4
The dowel 5 positioned between surface, wherein 1 cross section of pedestal is rectangular configuration, and distribution, guide pile 2 is parallel to the horizontal plane in axis
Length is not less than 2.5 meters, and end face is interior embedded in pedestal 1 thereon and 2 axis of guide pile is vertical with 1 axis of pedestal and intersects, each to position
Stake is 2 along 1 axis parallelly distribute on of pedestal, and center is away from being not less than 1 meter between two neighboring guide pile 2,3 rear end face of wall and pedestal
1 rear end face is concordantly distributed, and pedestal 1, with a thickness of at least 3 times of 3 thickness of wall, pedestal 1 collectively forms cross section with wall 3 and is
L-shaped structure, 3 thickness of wall are not less than 0.3 meter, are highly not less than 6 meters, 3 rear end face of wall sets positioning table 6, positioning table 6 and wall
Simultaneously distribution is parallel to the horizontal plane in 3 rear end face vertical distribution of body, and 6 thickness of positioning table is not less than 200 millimeters, 6 front end face of positioning table
Beyond at least 200 millimeters of 3 rear end face of wall, dowel 5 is several, vertical with 3 rear end face of wall to connect and along 3 axis direction of wall
It is uniformly distributed from top to bottom.
Wherein, the guide pile 2 is the timber that lower end surface is pyramidal structure, and 2 upper surface of guide pile is embedded in pedestal 1
It is interior, and spacing is not more than the 2/3 of 1 height of pedestal between 1 upper surface of pedestal, 2 diameter of guide pile is not less than 0.1 meter.
Meanwhile pedestal 1, wall 3 and the positioning table 6 include reinforcing bar keel 101 and concrete substrate 102, wherein
The reinforcing bar keel 101 are frame structure, and the concrete substrate 102 is coated on outside reinforcing bar keel 101, wherein the pedestal 1,
It is connected with each other between wall 3 and the reinforcing bar keel 101 of positioning table 6, the concrete substrate 102 of the pedestal 1, wall 3 and positioning table 6
It is an integral structure, the 102 thickness degree of concrete substrate of 101 outer surface of reinforcing bar keel is not less than 3 millimeters.
In addition, the reinforcing bar keel 101 of pedestal 1 and guide pile 2 are connected with each other, the reinforcing bar keel 101 and dowel 5 of wall 3
It is connected with each other.
The utility model in specific implementation, is excavating pedestal foundation pit wait reinforce building side first, then that guide pile is direct
It squeezes into the stratum of bottom of foundation ditch, and is located at guide pile upper surface inside foundation pit, then carried out in pedestal first in foundation pit
The establishment of reinforcing bar keel and the reinforcing bar keel of wall segment part work out, and interconnect the reinforcing bar keel of pedestal mutually with guide pile
It connects, to the solidifying soil matrix material form for carrying out pedestal in foundation pit, is then worked out further along wait reinforce building, while will even
Connect muscle front end face be embedded into wait reinforce build in connected between rear end and the reinforcing bar keel of wall, carrying out wall steel bar keel volume
When processed, while the reinforcing bar keel establishment of positioning table is carried out, and is located at the reinforcing bar keel of positioning table wait reinforce building upper surface,
Then the concrete substrate pouring molding of wall and positioning table is carried out, and builds the concrete substrate of positioning table with wait reinforce
Upper surface offsets, and the utility model construction positioning can be completed after concrete substrate solidification.
The utility model at runtime, on the one hand carries out whole positioning and realization to the utility model by carrying guide pile and dowel
The utility model and wait reinforce building between carry out strengthen connection positioning, improve the utility model positioning stability and reliability, another party
Face is reached for carrying out entirety wait reinforce building overall structure by the reinforcing bar keel and concrete substrate of pedestal and wall jointly
Structural strength strengthen purpose, simultaneously because wall and wait reinforce building between uniformly connect, so as to for wait reinforce building
Even offer carries invigoration effect power, prevents from building building interior wait reinforce and generating stress concentration phenomenon because of unbalance stress.
The utility model topology layout is simple and compact, and it is convenient to construct, and on the one hand has good environmental suitability, can effectively meet
The structures such as wall under various structures and use environment are carried out with the needs of structure-reinforced operation, on the other hand itself is had good
Carrying position stability and structural strength, can effectively meet to be provided stable bearing capacity by protection building structure, and have
Effect improve to complex external force shock environment resist and protective capacities.
It should be understood by those skilled in the art that the present utility model is not limited to the above embodiments.Above-described embodiment and
Only illustrate the principles of the present invention described in specification.On the premise of not departing from the spirit and scope of the utility model,
The utility model also has various changes and improvements.These changes and improvements both fall within the scope of the claimed invention
It is interior.The protection scope of the present invention is defined by the appended claims and their equivalents.
Claims (5)
1. a kind of armored concrete veneer reinforced retaining wall structure, it is characterised in that: the armored concrete veneer reinforced retaining wall
Structure includes pedestal, and with pedestal lower end surface carrying guide pile connected vertically and with pedestal upper surface wall connected vertically,
And for wall and wait reinforce the dowel that positions between building surface, wherein the pedestal cross section is rectangular configuration, and axis
Line is parallel to the horizontal plane distribution, and the positioning pile length is not less than 2.5 meters, and end face is in pedestal and guide pile axis thereon
It is vertical with base axis and intersect, each guide pile along base axis parallelly distribute on, and between two neighboring guide pile center away from not
Less than 1 meter, the wall rear end face is concordant with base rear end face to be distributed, and base thickness is at least 3 times of thickness of wall body, described
It is L-shaped structure that pedestal and wall, which collectively form cross section, and the thickness of wall body is not less than 0.3 meter, is highly not less than 6 meters, institute
The wall rear end face stated sets positioning table, the positioning table and wall rear end face vertical distribution and distribution is parallel to the horizontal plane, and institute
Positioning table thickness is stated not less than 200 millimeters, positioning table front end face exceeds at least 200 millimeters of wall rear end face, if the dowel
It is dry, it is vertical with wall rear end face to connect and be evenly distributed with from top to bottom along wall axis direction.
2. a kind of armored concrete veneer reinforced retaining wall structure according to claim 1, it is characterised in that: the carrying
Guide pile is the timber that lower end surface is pyramidal structure, and guide pile upper surface is embedded in pedestal, and the spacing between pedestal upper surface
No more than the 2/3 of substructure height.
3. a kind of armored concrete veneer reinforced retaining wall structure according to claim 1, it is characterised in that: the positioning
Stake diameter is not less than 0.1 meter.
4. a kind of armored concrete veneer reinforced retaining wall structure according to claim 1, it is characterised in that: the bottom
Seat, wall and positioning table include reinforcing bar keel and concrete substrate, wherein the reinforcing bar keel are frame structure, the coagulation
Soil matrix material is coated on outside reinforcing bar keel, wherein being connected with each other between the reinforcing bar keel of the pedestal, wall and positioning table, the bottom
The concrete substrate of seat, wall and positioning table is an integral structure.
5. a kind of armored concrete veneer reinforced retaining wall structure according to claim 4, it is characterised in that: the reinforcing bar
The concrete substrate thickness degree of keel outer surface is not less than 3 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822201275.8U CN209669914U (en) | 2018-12-26 | 2018-12-26 | A kind of armored concrete veneer reinforced retaining wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822201275.8U CN209669914U (en) | 2018-12-26 | 2018-12-26 | A kind of armored concrete veneer reinforced retaining wall structure |
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| CN209669914U true CN209669914U (en) | 2019-11-22 |
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| CN201822201275.8U Active CN209669914U (en) | 2018-12-26 | 2018-12-26 | A kind of armored concrete veneer reinforced retaining wall structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118065406A (en) * | 2024-04-22 | 2024-05-24 | 北京建工四建工程建设有限公司 | Sinking type temporary slope building for easily-degraded slope |
-
2018
- 2018-12-26 CN CN201822201275.8U patent/CN209669914U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118065406A (en) * | 2024-04-22 | 2024-05-24 | 北京建工四建工程建设有限公司 | Sinking type temporary slope building for easily-degraded slope |
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