CN216865281U - Heavy equipment ground subsides-preventing reinforced structure - Google Patents
Heavy equipment ground subsides-preventing reinforced structure Download PDFInfo
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- CN216865281U CN216865281U CN202220444172.8U CN202220444172U CN216865281U CN 216865281 U CN216865281 U CN 216865281U CN 202220444172 U CN202220444172 U CN 202220444172U CN 216865281 U CN216865281 U CN 216865281U
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- pouring pipe
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- 239000002689 soil Substances 0.000 claims abstract description 25
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 15
- 238000009434 installation Methods 0.000 abstract description 5
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000007569 slipcasting Methods 0.000 abstract 1
- 238000004062 sedimentation Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model relates to the related technical field of building construction, in particular to a heavy equipment ground anti-settling reinforcing structure which comprises a central pouring pipe, an edge pouring pipe and a connecting disc, wherein the central pouring pipe is arranged in a central pouring groove of a soil layer, a gravel layer is laid on the lower side of the soil layer, the edge pouring pipe is arranged in the edge pouring groove of the soil layer, and the pipe diameters of the edge pouring pipe and the central pouring pipe are identical; through setting up the heavy equipment ground that comprises the center pouring pipe, the edge is pour the pipe, the connection pad combination and is prevented subsiding reinforced structure to pour the pipe with the center, be the tower form between the pipe is pour to the edge and arrange, and pour the pipe through the center, the edge is pour the inside high-pressure slip casting of groove, edge pouring groove to the center, thereby form and support reinforced structure, thereby improve the bulk strength of its ground, appear subsiding the phenomenon in order to avoid heavy equipment's installation ground.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a heavy equipment ground anti-settling reinforcing structure.
Background
The heavy equipment is specially used for executing a production process, and generally comprises an execution system, a traction system, a structural system, a power transmission system, a control system and an information system, and the heavy equipment has larger volume and heavier weight, and can generate stronger mechanical vibration during operation, so that the settlement phenomenon occurs on the installation ground of the heavy equipment of the conventional machining factory buildings, and the normal operation of the heavy equipment is influenced.
SUMMERY OF THE UTILITY MODEL
The present invention is directed to a ground anti-settling reinforcing structure for heavy equipment, which solves the above problems.
In order to achieve the purpose, the utility model provides the following technical scheme: a heavy equipment ground anti-settling reinforcing structure, comprising:
the central pouring pipe is arranged in a central pouring groove of a soil layer, and a gravel layer is laid on the lower side of the soil layer;
the edge pouring pipe is arranged in an edge pouring groove of the soil layer, the pipe diameters of the edge pouring pipe and the central pouring pipe are identical, and grouting inclined holes are formed in the side walls of the central pouring pipe and the edge pouring pipe;
the connecting disc is fixedly arranged on the ground surface, a central positioning hole and an edge positioning hole are formed in the connecting disc, the upper end of the central pouring pipe is inserted into the central positioning hole, and the upper end of the edge pouring pipe is inserted into the edge positioning hole;
and a concrete layer is arranged on the surface of the soil layer.
Preferably, the cross-sectional dimensions of the center pouring groove and the edge pouring groove are matched, four edge pouring grooves are uniformly arranged around the edge of the center pouring groove, and the edge pouring groove and the center pouring groove are arranged at an included angle of twenty degrees.
Preferably, the diameter value of the central pouring groove is larger than the outer diameter value of the central pouring pipe.
Preferably, the lower end parts of the central pouring pipe and the edge pouring pipe are integrally formed with conical heads.
Preferably, the center pouring groove and the edge pouring groove are connected with the gravel layer.
Preferably, the concrete layer is poured on the surface of the concrete layer, and the upper end of the connecting disc, the upper end of the central pouring pipe and the upper end of the edge pouring pipe are all pre-embedded inside the concrete layer.
Compared with the prior art, the utility model has the beneficial effects that:
1. the ground anti-sedimentation reinforcing structure of the heavy equipment is formed by combining the central pouring pipe, the edge pouring pipe and the connecting disc, the central pouring pipe and the edge pouring pipe are arranged in a tower shape, and high-pressure grouting is performed to the central pouring groove and the edge pouring groove through the central pouring pipe and the edge pouring pipe, so that a supporting reinforcing structure is formed, the integral strength of a foundation is improved, and the sedimentation phenomenon of the installation ground of the heavy equipment is avoided;
2. and through laying the metalling at the downside of soil layer to guarantee that the groove is pour to the center, the edge is pour the groove and is connected with the metalling, thereby when pouring the pipe through the center, the edge is pour the pipe and carry out high-pressure grouting, can let among the grout infiltration to the metalling, thereby let the metalling and the cylinder of pouring formation can form a whole, thereby further guarantee the bulk strength of its structure.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the center pouring tube of the present invention;
FIG. 3 is a schematic diagram of a connecting disc according to the present invention;
fig. 4 is a diagram showing the effect of the present invention in practice.
In the figure: the concrete pouring device comprises a center pouring pipe 1, an edge pouring pipe 2, a connecting disc 3, a grouting inclined hole 4, a center positioning hole 5, an edge positioning hole 6, a conical head 7, a soil layer 8, a gravel layer 9, a concrete layer 10, a center pouring groove 11 and an edge pouring groove 12.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: the utility model provides a heavy equipment ground prevents subsiding reinforced structure, heavy equipment ground prevents subsiding reinforced structure includes:
the device comprises a central pouring pipe 1, wherein the central pouring pipe 1 is arranged in a central pouring groove 11 of a soil layer 8, and a gravel layer 9 is laid on the lower side of the soil layer 8;
the edge pouring pipe 2 is arranged in an edge pouring groove 12 of the soil layer 8, the pipe diameters of the edge pouring pipe 2 and the central pouring pipe 1 are identical, and grouting inclined holes 4 are formed in the side walls of the central pouring pipe 1 and the edge pouring pipe 2;
the connecting disc 3 is fixedly arranged on the ground surface, a central positioning hole 5 and an edge positioning hole 6 are formed in the connecting disc 3, the upper end of the central pouring pipe 1 is inserted into the central positioning hole 5, and the upper end of the edge pouring pipe 2 is inserted into the edge positioning hole 6;
the surface of soil layer 8 is provided with concrete layer 10, through setting up the heavy equipment ground that constitutes by central pouring pipe 1, edge pouring pipe 2, the combination of connection pad 3 and prevent subsiding reinforced structure, and with central pouring pipe 1, be the tower form between the edge pouring pipe 2 and arrange, and through central pouring pipe 1, edge pouring pipe 2 is to central pouring groove 11, the inside concrete of pouring of edge pouring groove 12, thereby form and support reinforced structure, thereby improve the bulk strength of its ground, the phenomenon of subsiding appears in order to avoid the installation ground of heavy equipment.
The cross section sizes of the central pouring groove 11 and the edge pouring groove 12 are matched, four edge pouring grooves 12 are uniformly arranged around the edge of the central pouring groove 11, and an included angle of twenty degrees is formed between each edge pouring groove 12 and the central pouring groove 11;
the diameter value of the central pouring groove 11 is larger than the outer diameter value of the central pouring pipe 1, so that mortar and the soil layer 8 can be conveniently contacted and formed into a whole;
the lower side end parts of the central pouring pipe 1 and the edge pouring pipe 2 are integrally formed with conical heads 7;
the central pouring groove 11 and the edge pouring groove 12 are both connected with the gravel layer 9, the gravel layer 9 is laid on the lower side of the soil layer 8, and the central pouring groove 11 and the edge pouring groove 12 are ensured to be connected with the gravel layer 9, so that when grouting is carried out through the central pouring pipe 1 and the edge pouring pipe 2, cement paste can permeate into the gravel layer 9, the gravel layer 9 and a poured cylinder can form a whole, and the integral strength of the structure is further ensured;
the concrete layer 10 is poured on the surface of the concrete layer 8, and the connecting disc 3, the upper end of the central pouring pipe 1 and the upper end of the edge pouring pipe 2 are all embedded in the concrete layer 10;
the working principle is as follows: the ground anti-sedimentation reinforcing structure of the heavy equipment is formed by combining a center pouring pipe 1, an edge pouring pipe 2 and a connecting disc 3, the center pouring pipe 1 and the edge pouring pipe 2 are arranged in a tower shape, high-pressure grouting is carried out on the center pouring pipe 1 and the edge pouring pipe 2 to a center pouring groove 11 and an edge pouring groove 12, so that a supporting and reinforcing structure is formed, the integral strength of a foundation is improved, the sedimentation phenomenon of the installation ground of the heavy equipment is avoided, when the ground anti-sedimentation reinforcing structure is used actually, a foundation pit is excavated at a designated position, a broken stone layer 9 with the thickness of thirty centimeters is filled at the bottom of the foundation pit, soil is filled into the foundation pit to form a soil layer 8, the soil layer 8 is compacted, the center pouring groove 11 and the edge pouring groove 12 are drilled on the soil layer 8, and then the center pouring pipe 1, the edge pouring pipe 2 and the connecting disc 3 are positioned and installed, and then respectively carrying out high-pressure grouting on the central pouring pipe 1 and the edge pouring pipe 2, and finally pouring on the surface of the soil layer 8 to form a concrete layer 10.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a heavy equipment ground prevents subsiding reinforced structure which characterized in that: the heavy equipment ground anti-settlement reinforcing structure includes:
the soil layer is characterized by comprising a central pouring pipe (1), wherein the central pouring pipe (1) is arranged in a central pouring groove (11) of a soil layer (8), and a rubble layer (9) is laid on the lower side of the soil layer (8);
the edge pouring pipe (2) is arranged in an edge pouring groove (12) of the soil layer (8), the pipe diameters of the edge pouring pipe (2) and the central pouring pipe (1) are identical, and grouting inclined holes (4) are formed in the side walls of the central pouring pipe (1) and the edge pouring pipe (2);
the device comprises a connecting disc (3), wherein the connecting disc (3) is fixedly arranged on the ground surface, a central positioning hole (5) and an edge positioning hole (6) are formed in the connecting disc (3), the upper end of a central pouring pipe (1) is inserted into the central positioning hole (5), and the upper end of an edge pouring pipe (2) is inserted into the edge positioning hole (6);
and a concrete layer (10) is arranged on the surface of the soil layer (8).
2. The heavy equipment ground anti-settling reinforcing structure of claim 1, wherein: the cross-sectional sizes of the central pouring groove (11) and the edge pouring grooves (12) are matched, four edge pouring grooves (12) are uniformly arranged around the edge of the central pouring groove (11), and an included angle of twenty degrees is formed between each edge pouring groove (12) and the central pouring groove (11).
3. The heavy equipment ground anti-settling reinforcing structure of claim 1, wherein: the diameter value of the central pouring groove (11) is larger than the outer diameter value of the central pouring pipe (1).
4. The heavy equipment ground anti-settling reinforcing structure of claim 1, wherein: the lower side end parts of the central pouring pipe (1) and the edge pouring pipe (2) are integrally formed with conical heads (7).
5. The heavy equipment ground anti-settling reinforcing structure of claim 1, wherein: the central pouring groove (11) and the edge pouring groove (12) are connected with the gravel layer (9).
6. The heavy equipment ground anti-settling reinforcing structure of claim 1, wherein: the concrete layer (10) is poured on the surface of the concrete layer (8), and the upper ends of the connecting discs (3), the central pouring pipe (1) and the edge pouring pipe (2) are all embedded in the concrete layer (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220444172.8U CN216865281U (en) | 2022-03-02 | 2022-03-02 | Heavy equipment ground subsides-preventing reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220444172.8U CN216865281U (en) | 2022-03-02 | 2022-03-02 | Heavy equipment ground subsides-preventing reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216865281U true CN216865281U (en) | 2022-07-01 |
Family
ID=82161603
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220444172.8U Expired - Fee Related CN216865281U (en) | 2022-03-02 | 2022-03-02 | Heavy equipment ground subsides-preventing reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216865281U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116971362A (en) * | 2023-09-21 | 2023-10-31 | 北京恒祥宏业基础加固技术有限公司 | Building terrace reinforcing and lifting method on shallow gravel soil foundation |
-
2022
- 2022-03-02 CN CN202220444172.8U patent/CN216865281U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116971362A (en) * | 2023-09-21 | 2023-10-31 | 北京恒祥宏业基础加固技术有限公司 | Building terrace reinforcing and lifting method on shallow gravel soil foundation |
| CN116971362B (en) * | 2023-09-21 | 2023-12-12 | 北京恒祥宏业基础加固技术有限公司 | Building terrace reinforcing and lifting method on shallow gravel soil foundation |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220701 |
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| CF01 | Termination of patent right due to non-payment of annual fee |