CN208201892U - A kind of white-out tubular pole and soil nail wall composite supporting construction - Google Patents
A kind of white-out tubular pole and soil nail wall composite supporting construction Download PDFInfo
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- CN208201892U CN208201892U CN201820593569.7U CN201820593569U CN208201892U CN 208201892 U CN208201892 U CN 208201892U CN 201820593569 U CN201820593569 U CN 201820593569U CN 208201892 U CN208201892 U CN 208201892U
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- white
- steel mesh
- supporting construction
- connecting rod
- tubular pole
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- 239000002689 soil Substances 0.000 title claims abstract description 64
- 238000010276 construction Methods 0.000 title claims abstract description 38
- 239000002131 composite material Substances 0.000 title claims abstract description 27
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 55
- 239000010959 steel Substances 0.000 claims abstract description 55
- 238000009826 distribution Methods 0.000 claims description 8
- 238000010586 diagram Methods 0.000 description 10
- 238000005516 engineering process Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000035800 maturation Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model provides a kind of white-out tubular pole and soil nail wall composite supporting construction.The white-out tubular pole and soil nail wall composite supporting construction include two connecting rods；Two support columns；First position limiting structure；Soil nailing；Multiple limit holes；Steel mesh；Four the second position limiting structures, second position limiting structure includes gag lever post, limited block, baffle and mounting groove, four mounting grooves are respectively arranged on the opposite of two connecting rods and the opposite of two support columns two-by-two, the gag lever post extends to the inside of the mounting groove through the limit hole, the gag lever post and the baffle contradict, the baffle and the steel mesh contradict, the gag lever post is threadedly coupled with the limited block, the limited block is equipped with multiple, and multiple limited blocks are contradicted with the connecting rod and the support column respectively；Fixed structure.White-out tubular pole provided by the utility model and soil nail wall composite supporting construction have the advantages that stabilized structure, good integrity, convenient for construction.
Description
Technical field
The utility model relates to technical field of buildings more particularly to a kind of white-out tubular poles and soil nail wall composite supporting construction.
Background technique
With the maturation of building construction technology, soil nail wall is employed in slope construction protection, and soil nail wall is a kind of original position
Soil body reinforcement technology reinforces excavation slope the soil nailing made of reinforcing bar, and side slope surface is laid with one of steel mesh again
The slope reinforcement type construction method for supporting that one layer of concrete surface layer and earthwork side slope combine is sprayed, is configured to be arranged in slopes
The similar weight that the complex and surface layer that reinforcement rod piece (i.e. soil nailing or anchor pole) and its surrounding soil secure bond are formed are constituted
The supporting construction of power retaining wall.
However it is connected between the tubular pole and steel mesh supporting construction of traditional white-out tubular pole and soil nail wall composite supporting construction
Not close, globality poor is easy spillage at jetting cement face.
Therefore, it is necessary to provide the new white-out tubular pole of one kind and soil nail wall composite supporting construction solution above-mentioned technical problem.
Utility model content
The technical issues of the utility model solves is to provide a kind of stabilized structure, good integrity, the white-out pipe convenient for construction
Stake and soil nail wall composite supporting construction.
In order to solve the above technical problems, white-out tubular pole provided by the utility model includes: with soil nail wall composite supporting construction
Two connecting rods, two connecting rods are symmetrical arranged；Two support columns, two symmetrically arranged support columns are respectively with two
A symmetrically arranged connecting rod is disposed adjacent two-by-two；First position limiting structure, first position limiting structure, which runs through, is connected to institute
State connecting rod and the support column；Soil nailing, the soil nailing be equipped with it is multiple, a part of soil nailing linear distribution is in the connecting rod
With the support column；The limit hole of linear distribution is equipped on multiple limit holes, the connecting rod and the support column；Steel
Muscle net, the steel mesh are set to the inside for the rectangular box structure that two connecting rods are surrounded with two support columns；Four
A second position limiting structure, four second position limiting structures contradict institute with two connecting rods and two support columns respectively
Steel mesh is stated, second position limiting structure includes gag lever post, limited block, baffle and mounting groove, and four mounting grooves divide two-by-two
Not She Yu the opposite of two connecting rods and the opposite of two support columns, the gag lever post is through the limit
Hole extends to the inside of the mounting groove, and the gag lever post and the baffle contradict, and the baffle and the steel mesh contradict, institute
Gag lever post is stated to be threadedly coupled with the limited block, the limited block be equipped with it is multiple, multiple limited blocks respectively with the connection
Bar and the support column contradict；Fixed structure, the fixed structure and the steel mesh contradict, and soil nailing described in another part with
The fixed structure corresponds.
Preferably, the connecting rod and the support column are the concrete precast pile of rectangle, and the length of the connecting rod
Degree is greater than the length of the support column.
Preferably, first position limiting structure includes pre-buried set and bolt, and four pre-buried sets are symmetrically set two-by-two respectively
In the end of two support columns, the bolt-through is connect in the connecting rod with the pre-buried external threading.
Preferably, second position limiting structure further includes latch, and the latch array is distributed in the baffle close to institute
One end of steel mesh is stated, and the latch and the steel mesh contradict.
Preferably, the latch is trigone cone structure, and the latch and the baffle are integrally formed.
Preferably, the gag lever post is positive hexagonal structure close to one end of the baffle, and the limited block is positive six
Side shape structure.
Preferably, the fixation hole that linear isometry is distributed, and the soil nailing are equipped on the connecting rod and the support column
Across the fixation hole, the angle of the plane of the soil nailing and the steel mesh is 15-30 degree.
Preferably, the fixed structure includes limit plate, and the limit plate and the steel mesh contradict, described in another part
Soil nailing is through the limit plate.
Preferably, the fixed structure further includes four inserted links, and four inserted links are set to the four corners of the limit plate,
And the inserted link is conical structure away from one end of the limit plate.
Compared with the relevant technologies, white-out tubular pole provided by the utility model and soil nail wall composite supporting construction are with as follows
The utility model has the advantages that
The utility model provides a kind of white-out tubular pole and soil nail wall composite supporting construction, two symmetrically arranged connections
Bar respectively with two symmetrically arranged support columns are adjacent two-by-two is limited by first position limiting structure, make two institutes
It states connecting rod and two support columns surrounds rectangle frame structure, enhance steady between the connecting rod and the support column
It is qualitative can, the steel mesh is set to the inside that described two connecting rods and two support columns surround rectangular box, four
A baffle respectively limits the steel mesh with two connecting rods and two support column conflicts, improves
Firm between the steel mesh and the support column and its connecting rod, the globality for making supporting construction more, improves
The slope retaining ability of soil nail wall, while the setting of the connecting rod and the support column was pouring convenient for effectively preventing
Spillage in journey, it is more convenient to make to pour concrete face, reduces and pours difficulty, while the limited block and gag lever post rotation connect
It connects, the steel mesh is limited convenient for adjusting the baffle, makes to operate more flexible and convenient.
Detailed description of the invention
Fig. 1 is a kind of knot of preferred embodiment of white-out tubular pole provided by the utility model and soil nail wall composite supporting construction
Structure schematic diagram；
Fig. 2 is the portion A shown in FIG. 1 enlarged diagram；
Fig. 3 is the attachment structure schematic diagram of connecting rod shown in Fig. 2 and the second position limiting structure；
Fig. 4 is the attachment structure schematic diagram of connecting rod shown in FIG. 1 and support column；
Fig. 5 is the structural schematic diagram of fixed structure shown in FIG. 1.
Figure label: 1, connecting rod, 2, support column, the 3, first position limiting structure, 31, pre-buried set, 32, bolt, 4, soil nailing, 5,
Limit hole, 6, steel mesh, the 7, second position limiting structure, 71, gag lever post, 72, limited block, 73, baffle, 74, latch, 75, mounting groove,
8, fixed structure, 81, inserted link, 82, limit plate, 9, fixation hole.
Specific embodiment
The utility model is described in further detail with embodiment with reference to the accompanying drawing.
Please refer to Fig. 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5, wherein Fig. 1 is white-out tubular pole provided by the utility model and soil
Follow closely a kind of structural schematic diagram of preferred embodiment of wall composite supporting construction；Fig. 2 is the portion A shown in FIG. 1 enlarged diagram；Fig. 3
For the attachment structure schematic diagram of connecting rod shown in Fig. 2 and the second position limiting structure；Fig. 4 is connecting rod shown in FIG. 1 and support column
Attachment structure schematic diagram；Fig. 5 is the structural schematic diagram of fixed structure shown in FIG. 1.White-out tubular pole and soil nail wall composite support
Structure includes: two connecting rods 1, and two connecting rods 1 are symmetrical arranged；Two support columns 2, two symmetrically arranged branch
Dagger 2 is disposed adjacent with two symmetrically arranged connecting rods 1 two-by-two respectively；First position limiting structure 3, the first limit knot
Structure 3, which runs through, is connected to the connecting rod 1 and the support column 2；Soil nailing 4, the soil nailing 4 are equipped with multiple, a part of soil nailing 4
Linear distribution is in the connecting rod 1 and the support column 2；It is all provided on multiple limit holes 5, the connecting rod 1 and the support column 2
The limit hole 5 of linear distribution；Steel mesh 6, the steel mesh 6 are set to two connecting rods 1 and two supports
The inside for the rectangular box structure that column 2 surrounds；Four the second position limiting structures 7, four second position limiting structures 7 respectively with two
The connecting rod 1 and two support columns 2 contradict the steel mesh 6, and second position limiting structure 7 includes gag lever post 71, limit
Position block 72, baffle 73 and mounting groove 75, four mounting grooves 75 be respectively arranged on two-by-two the opposites of two connecting rods 1 with
The opposite of two support columns 2, the gag lever post 71 extend in the mounting groove 75 through the limit hole 5
Portion, the gag lever post 71 are contradicted with the baffle 73, and the baffle 73 is contradicted with the steel mesh 6, the gag lever post 71 and institute
State limited block 72 threaded connection, the limited block 72 be equipped with it is multiple, multiple limited blocks 72 respectively with the connecting rod 1 and institute
State the conflict of support column 2；Fixed structure 8, the fixed structure 8 are contradicted with the steel mesh 6, and soil nailing 4 described in another part with
The fixed structure 8 corresponds.
The connecting rod 1 and the support column 2 are the concrete precast pile of rectangle, and the length of the connecting rod 1 is big
It is more convenient in order to carry production in the length of the support column 2.
First position limiting structure 3 includes pre-buried set 31 and bolt 32, and four pre-buried sets 31 are symmetrically set two-by-two respectively
In the end of two support columns 2, the bolt 32 is threadedly coupled through the connecting rod 1 with the pre-buried set 31, institute
State the transport that bolt 32 cooperates the use of the pre-buried set 31 to be convenient for supporting construction.
Second position limiting structure 7 further includes latch 74, and 74 array of latch is distributed in the baffle 73 close to institute
One end of steel mesh 6 is stated, and the latch 74 and the steel mesh 6 contradict, the latch 74 is trigone cone structure, and described
Latch 74 and the baffle 73 are integrally formed, and the baffle 73 cooperates the latch 74 of triangular structure to the steel mesh 6
It is limited, the setting of the latch 74 keeps the fixed steel mesh 6 of the baffle 73 stronger.
The gag lever post 71 is positive hexagonal structure close to one end of the baffle 73, and the limited block 72 is positive six sides
Shape structure keeps the fixation of steel mesh 6 more convenient for the ease of gag lever post 71 described in installing and dismounting.
The fixation hole 9 of linear isometry distribution is equipped in the connecting rod 1 and the support column 2, and the soil nailing 4 passes through
The fixation hole 9, the soil nailing 4 and the angle of the plane of the steel mesh 6 are 15-30 degree, in order to enhance the soil nailing 4 and side
The fastness of slope soil, is more firmly mounted supporting construction.
The fixed structure 8 includes limit plate 82, and the limit plate 82 is contradicted with the steel mesh 6, described in another part
For soil nailing 4 through the limit plate 82, the fixed structure 8 further includes four inserted links 81, and four inserted links 81 are set to described
The four corners of limit plate 82, and the inserted link 81 is conical structure away from one end of the limit plate 82, by the limit plate
82 are uniformly placed in side slope, make the inserted link 81 pass through the steel mesh 6 to the steel mesh 6 and its limit plate 82 into
Then the soil nailing 4 is passed through the limit plate 82 to the further limit of steel mesh 6, makes the steel mesh 6 by row limit
It is more uniformly stressed.
The working principle of white-out tubular pole provided by the utility model and soil nail wall composite supporting construction is as follows:
The connecting rod 1 and the support column 2 are assembled first, turn the bolt 32, the bolt 32 with it is described pre-
It buries set 31 to be threadedly coupled, so that the bolt 32 is contradicted the connecting rod 1, conflict limit is carried out to the connecting rod 1, it is right by two
Claim the connecting rod 1 of setting adjacent by the bolt 32 progress two-by-two with two symmetrically arranged support columns 2 respectively
Limit, the bolt 32 cooperate the use of the pre-buried set 31 to be convenient for the transport of supporting construction, one layer are poured at slope foundation
Supporting framework is mounted on ground by foundation, by the soil nailing 4 through the fixation hole 9 to the connecting rod 1 with
The support column 2 is limited, and then pulls the steel mesh 6 by two by the inside for being put into the mounting groove 75 on side
Hand is used cooperatively, and turns the limited block 72, so that the limited block 72 is contradicted the connecting rod 1 or is contradicted the support column 2, from
And the gag lever post 71 is made to contradict the baffle 73, the baffle 73 cooperates the latch 74 of triangular structure to the reinforcing bar
Net 6 is limited, and the setting of the latch 74 keeps the fixed steel mesh 6 of the baffle 73 stronger, will after being installed
The limit plate 82 is uniformly placed in side slope, and the inserted link 81 is made to pass through the steel mesh 6 to the steel mesh 6 and its described
Limit plate 82 is limited, and the soil nailing 4 is then passed through the limit plate 82 and is further limited to the steel mesh 6, will
Two symmetrically arranged connecting rods 1 respectively with two symmetrically arranged support columns 2 are adjacent two-by-two passes through described first
Position limiting structure 3 is limited, and so that two connecting rods 1 and two support columns 2 is surrounded rectangle frame structure, is enhanced institute
The stability between connecting rod 1 and the support column 2 is stated, the steel mesh 6 is set to described two connecting rods 1 and two
The support column 2 surrounds the inside of rectangular box, four baffles 73 respectively with two connecting rods 1 and two branch
The conflict of dagger 2 limits the steel mesh 6, improves the steel mesh 6 and the support column 2 and its connecting rod 1
Between it is firm, the globality for making supporting construction more, improves the slope retaining ability of soil nail wall, while the connecting rod 1
Convenient for effectively preventing the spillage in casting process, it is more convenient to make to pour concrete face for setting with the support column 2, reduces
Pour difficulty.
Compared with the relevant technologies, white-out tubular pole provided by the utility model and soil nail wall composite supporting construction are with as follows
The utility model has the advantages that
The utility model provides a kind of white-out tubular pole and soil nail wall composite supporting construction, two symmetrically arranged connections
Bar 1 respectively with two symmetrically arranged support columns 2 are adjacent two-by-two is limited by first position limiting structure 3, make two
A connecting rod 1 and two support columns 2 surround rectangle frame structure, enhance the connecting rod 1 and the support column 2
Between stability, the steel mesh 6 is set to described two connecting rods 1 and two support columns 2 and surrounds rectangle frame
The inside of body, four baffles 73 are contradicted with two connecting rods 1 and two support columns 2 to the steel mesh respectively
6 are limited, and are improved consolidating between the steel mesh 6 and the support column 2 and its connecting rod 1, are made supporting construction
Globality more, improve the slope retaining ability of soil nail wall, while the setting of the connecting rod 1 and the support column 2 is just
In effectively preventing the spillage in casting process, it is more convenient to make to pour concrete face, reduces and pours difficulty, while the limit
Block 72 and the gag lever post 71 are rotatablely connected, and are limited convenient for adjusting the baffle 73 to the steel mesh 6, are made operation more
Flexibly and easily.
The above description is only the embodiments of the present invention, and therefore it does not limit the scope of the patent of the utility model, all
Equivalent structure or equivalent flow shift made based on the specification and figures of the utility model, is applied directly or indirectly in
Other relevant technical fields, are also included in the patent protection scope of the utility model.
Claims (9)
1. a kind of white-out tubular pole and soil nail wall composite supporting construction characterized by comprising
Two connecting rods, two connecting rods are symmetrical arranged；
Two support columns, two symmetrically arranged support columns are adjacent two-by-two with two symmetrically arranged connecting rods respectively
Setting；
First position limiting structure, first position limiting structure, which runs through, is connected to the connecting rod and the support column；
Soil nailing, the soil nailing be equipped with it is multiple, a part of soil nailing linear distribution is in the connecting rod and the support column；
The limit hole of linear distribution is equipped on multiple limit holes, the connecting rod and the support column；
Steel mesh, the steel mesh are set to the interior of the rectangular box structure that two connecting rods and two support columns surround
Portion；
Four the second position limiting structures, four second position limiting structures respectively with two connecting rods and two support columns
The steel mesh is contradicted, second position limiting structure includes gag lever post, limited block, baffle and mounting groove, four mounting grooves
It is respectively arranged on the opposite of two connecting rods and the opposite of two support columns two-by-two, the gag lever post is through institute
The inside that limit hole extends to the mounting groove is stated, the gag lever post and the baffle contradict, the baffle and the steel mesh
Contradict, the gag lever post is threadedly coupled with the limited block, the limited block equipped with multiple, multiple limited blocks respectively with institute
It states connecting rod and the support column contradicts；
Fixed structure, the fixed structure and the steel mesh contradict, and soil nailing described in another part and the fixed structure one
One is corresponding.
2. white-out tubular pole according to claim 1 and soil nail wall composite supporting construction, which is characterized in that the connecting rod with
The support column is the concrete precast pile of rectangle, and the length of the connecting rod is greater than the length of the support column.
3. white-out tubular pole according to claim 1 and soil nail wall composite supporting construction, which is characterized in that first limit
Structure includes pre-buried set and bolt, and four pre-buried sets are symmetrically set in the end of two support columns two-by-two respectively, described
Bolt-through is connect in the connecting rod with the pre-buried external threading.
4. white-out tubular pole according to claim 1 and soil nail wall composite supporting construction, which is characterized in that second limit
Structure further includes latch, and the latch array is distributed in the baffle close to one end of the steel mesh, and the latch with
The steel mesh contradicts.
5. white-out tubular pole according to claim 4 and soil nail wall composite supporting construction, which is characterized in that the latch is three
Pyramid structure, and the latch and the baffle are integrally formed.
6. white-out tubular pole according to claim 1 and soil nail wall composite supporting construction, which is characterized in that the gag lever post leans on
One end of the nearly baffle is positive hexagonal structure, and the limited block is positive hexagonal structure.
7. white-out tubular pole according to claim 1 and soil nail wall composite supporting construction, which is characterized in that the connecting rod with
The fixation hole of linear isometry distribution is equipped on the support column, and the soil nailing passes through the fixation hole, the soil nailing and institute
The angle for stating the plane of steel mesh is 15-30 degree.
8. white-out tubular pole according to claim 1 and soil nail wall composite supporting construction, which is characterized in that the fixed structure
Including limit plate, the limit plate and the steel mesh are contradicted, and soil nailing described in another part is through the limit plate.
9. white-out tubular pole according to claim 8 and soil nail wall composite supporting construction, which is characterized in that the fixed structure
It further include four inserted links, four inserted links are set to the four corners of the limit plate, and the inserted link is away from the limit plate
One end is conical structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820593569.7U CN208201892U (en) | 2018-04-25 | 2018-04-25 | A kind of white-out tubular pole and soil nail wall composite supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820593569.7U CN208201892U (en) | 2018-04-25 | 2018-04-25 | A kind of white-out tubular pole and soil nail wall composite supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208201892U true CN208201892U (en) | 2018-12-07 |
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ID=64521985
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820593569.7U Expired - Fee Related CN208201892U (en) | 2018-04-25 | 2018-04-25 | A kind of white-out tubular pole and soil nail wall composite supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208201892U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109854278A (en) * | 2019-01-25 | 2019-06-07 | 河北工程大学 | Shotcrete rock bolt wire mesh support construction bracket for high earthquake zone fracture area |
-
2018
- 2018-04-25 CN CN201820593569.7U patent/CN208201892U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109854278A (en) * | 2019-01-25 | 2019-06-07 | 河北工程大学 | Shotcrete rock bolt wire mesh support construction bracket for high earthquake zone fracture area |
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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: 20181207 |
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| CF01 | Termination of patent right due to non-payment of annual fee |