CN206495218U - Foundation pit supporting construction - Google Patents
Foundation pit supporting construction Download PDFInfo
- Publication number
- CN206495218U CN206495218U CN201720148256.6U CN201720148256U CN206495218U CN 206495218 U CN206495218 U CN 206495218U CN 201720148256 U CN201720148256 U CN 201720148256U CN 206495218 U CN206495218 U CN 206495218U
- Authority
- CN
- China
- Prior art keywords
- pile
- foundation pit
- supporting construction
- fixture block
- pit supporting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of foundation pit supporting construction, including mixing pile, the prefabricated tubular pile includes some unit pile tubes being mutually socketed, and one end of unit pile tube is fixed with sleeve, and the other end of the unit pile tube is sheathed in the sleeve；By setting sleeve, the intensity of unit pile tube junction can be improved, makes preferably to connect between adjacent unit pile tube up and down, reduces the possibility of unit pile tube junction destruction, make prefabricated tubular pile structure more firm, reach more preferable supporting effect.
Description
Technical field
The utility model is related to the support technology field in architectural engineering, more specifically, it relates to a kind of pattern foundation pit supporting structure
Structure.
Background technology
Base pit engineering be protect underground space open-cut be smoothed out with surrounding enviroment it is without prejudice and take it is interim
Supporting and soil stabilization engineering.With the development of engineering construction, foundation ditch is increasing, increasingly deeper, during foundation construction,
Ensure to reduce pattern foundation pit supporting structure cost on the premise of foundation ditch periphery buildings or structures and deep pit monitor as far as possible, shorten the duration, as work
The unremitting pursuit of journey technical staff.
Publication No. CN204608798U Chinese patent discloses a kind of water-seal pile/within the walls and inserts H profile steel and prefabricated tubular pile
The foundation pit supporting construction of composition, including continuous cement mixing method or seepproof screen for foundation ditch sealing, and for foundation ditch earth-retaining
Prefabricated tubular pile, between the pile tube of two minor diameters of water-seal pile interpolation increase a H profile steel, H profile steel be used for increase prefabricated pipe
Stake lateral rigidity and waterproof between piles stake shearing strength.
Pile tube mainly by being poured into a mould in factory, and conserve after the completion of, then transport to engineering ground carry out pile sinking operation.But due to
The need for the prefabricated tubular pile used in the reason for production, transport and construction, above-mentioned utility model is unable to complete fulfillment designing pile length,
Pile extension must be carried out to prefabricated tubular pile unit at pile sinking scene, more piece prefabricated tubular pile unit spliced is long into the stake of specific Site Design
Prefabricated tubular pile.Currently, the joint geometry of most prefabricated tubular piles is to be welded connecting method using end plate.Therefore, welding connects
Head position often turns into the weakness of prefabricated tubular pile pile body, is particularly easily destroyed at horizontal loads lower contact.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of tube pile structure stable foundation ditch
Supporting construction.
Above-mentioned technical purpose of the present utility model technical scheme is that：A kind of pattern foundation pit supporting structure knot
Structure, including mixing pile, the prefabricated tubular pile include some unit pile tubes being mutually socketed, and one end of unit pile tube is fixed with set
Cylinder, the other end of the unit pile tube is sheathed in the sleeve.
By using above-mentioned technical proposal, sleeve can improve the intensity of unit pile tube junction, and by leading in stake holes
Enter concrete can by between unit pile body, prefabricated tubular pile and the external world be adhesively fixed, make junction be less susceptible to be destroyed；Sleeve can be carried
The sealing of high pile tube junction, reduces water and enters from the junction of unit pile tube in pile tube.
The utility model is further arranged to：One end of the unit pile tube is fixed with the first fixture block, the unit pipes
The other end of stake is provided with neck, and first fixture block is embedded in the neck.
By using above-mentioned technical proposal, the first fixture block is embedded in neck, it is possible to increase the contact surface of unit pile tube junction
Product, makes the connection between unit pile tube more stable；And can avoid deflecting relatively because of unbalance stress between pile tube.
The utility model is further arranged to：The neck is set in T-shape.
, can be spacing to the first fixture block by using above-mentioned technical proposal, the first fixture block free degree is limited, the is preferably avoided
Relative skew between one fixture block and unit pile tube.
The utility model is further arranged to：First fixture block is fixedly installed on the sleeve.
By using above-mentioned technical proposal, now the first fixture block is located on the outside of unit pile tube, is easy to observation, can preferably by
Neck is aligned with the first fixture block.
The utility model is further arranged to：Between first fixture block and sleeve provided with two ends respectively with the first fixture block and
The connector that sleeve is fixedly connected.
By using above-mentioned technical proposal, it is possible to increase the contact area of the first fixture block and sleeve, make the first fixture block more stable
Be fixed on sleeve.
The utility model is further arranged to：Also include the mixing pile for foundation ditch sealing, the mixing pile is arranged at institute
State between prefabricated tubular pile.
By using above-mentioned technical proposal, host of the mixing pile by the use of cement as curing agent, using mixing pile machine by water
Mud sprays into the soil body and is simultaneously sufficiently stirred for, and cement is occurred a series of physical chemical reaction with soil, makes that weak soil hardens and to improve ground strong
Degree.
The utility model is further arranged to：H profile steel is provided with the mixing pile.
By using above-mentioned technical proposal, H profile steel can be used for increase prefabricated tubular pile lateral rigidity and mixing pile shearing strength,
Make stirring pilework more stable.
The utility model is further arranged to：The two ends of the H profile steel are provided with the second fixture block, and second fixture block is embedded in institute
The two ends in neck are stated to be embedded in the neck.
By using above-mentioned technical proposal, the connection between adjacent pile tube can be made more stable, foundation ditch can be reached preferably
Supporting effect.
The utility model is further arranged to：Perpendicularity in the prefabricated tubular pile insertion soil layer is inserted with the mixing pile
Perpendicularity in soil layer is identical.
By using above-mentioned technical proposal, make to be parallel to each other between prefabricated tubular pile and mixing pile, it is possible to increase mixing pile with it is pre-
The contact area of tubulation stake, makes preferably to connect between prefabricated tubular pile and mixing pile, reaches more preferable supporting effect.
In summary, the utility model can make preferably to connect between adjacent unit pile tube up and down, subtract by setting sleeve
The possibility of few unit pile tube junction destruction, makes prefabricated tubular pile structure more firm, reaches more preferable supporting effect.
Brief description of the drawings
Fig. 1 is the structural representation of foundation pit supporting construction；
Fig. 2 is the structural representation of prefabricated tubular pile；
Fig. 3 is the structural representation of unit pile tube.
In figure：1st, prefabricated tubular pile；11st, unit pile tube；12nd, sleeve；13rd, the first fixture block；14th, neck；15th, connector；16、
Deck；2nd, mixing pile；3rd, H profile steel；31st, the second fixture block；4th, hole of post.
Embodiment
With reference to the accompanying drawings and examples, the utility model is described in detail.
As shown in figure 1, a kind of foundation pit supporting construction, including for the prefabricated tubular pile 1 for foundation ditch earth-retaining and for for base
The mixing pile 2 of sealing is cheated, mixing pile 2 is arranged at intervals between prefabricated tubular pile 1 successively, and phase between prefabricated tubular pile 1 and mixing pile 2
Mutually it be arranged in parallel（It is each perpendicular to foundation ditch）.
As shown in Fig. 2 prefabricated tubular pile 1 includes some unit pile tubes 11 being mutually socketed, the lower end of unit pile tube 11 is fixed
, can be by being welded and fixed between sleeve 12 and unit pile tube 11 provided with sleeve 12, the lower end of sleeve 12 is fixed with the first fixture block
13, the cross section of the first fixture block 13 is set in T-shape, to make the connection between the first fixture block 13 and sleeve 12 closer, and first
The connector 15 being fixedly connected respectively with the first fixture block 13 and sleeve 12 provided with two sides between fixture block 13 and sleeve 12；Unit pipes
The upper end of stake 11 is provided with the neck 14 set in T-shape（Formed by two symmetrically arranged decks 16, the cross section of deck 16 is in
" L " type sets and is fixed on unit pile tube 11）, the first fixture block 13 of adjacent cells pile tube 11 is embedded in neck 14, in this reality
Apply in example, the first fixture block 13 and neck 14 are symmetricly set in the both sides of prefabricated tubular pile 1.
As shown in figure 1, being provided with H profile steel 3 in mixing pile 2, the two ends of H profile steel 3 are provided with the second fixture block set in T-shape
31, the second fixture block 31 is embedded in neck 14.
Work progress is as follows：
1st, line setting, according to design drawing, places axis, the central point of prefabricated tubular pile 1 is measured with steel ruler；
2nd, hole of post 4 is dug centered on central point；
3rd, unit pile tube 11 is put into hole of post 4, and the first fixture block 13 is embedded in neck 14；
4th, the casting concrete in hole of post 4；
5th, the central point of mixing pile 2 is measured；
6th, cement jet is entered into the soil body using mixing pile machine and be sufficiently stirred for, form mixing pile 2；
7th, by the neck 14 of the embedded unit pile tube 11 of H profile steel 3.
Directly the first fixture block 13 can be inserted in neck 14 before construction, and by being worn in the junction of unit pile tube 11
Bolt, welding etc. mode fixed cell pile tube 11.
Above-mentioned foundation pit supporting construction can be applied not only to foundation ditch and can also be applied to engineering pile.
Described above is only preferred embodiment of the present utility model, and protection domain of the present utility model is not limited merely to
Above-described embodiment, all technical schemes belonged under the utility model thinking belong to protection domain of the present utility model.It should refer to
Go out, for those skilled in the art, some improvement under the premise of the utility model principle is not departed from and
Retouching, these improvements and modifications also should be regarded as protection domain of the present utility model.
Claims (9)
1. a kind of foundation pit supporting construction, it is characterised in that：Including prefabricated tubular pile（1）, the prefabricated tubular pile（1）Including some mutual
The unit pile tube of socket（11）, unit pile tube（11）One end be fixed with sleeve（12）, the unit pile tube（11）It is another
End is sheathed on the sleeve（12）In.
2. foundation pit supporting construction according to claim 1, it is characterised in that：The unit pile tube（11）One end fix set
There is the first fixture block（13）, the unit pile tube（11）The other end be provided with neck（14）, first fixture block（13）It is embedded in institute
State neck（14）In.
3. foundation pit supporting construction according to claim 2, it is characterised in that：The neck（14）Set in T-shape.
4. foundation pit supporting construction according to claim 2, it is characterised in that：First fixture block（13）It is fixedly installed on institute
State sleeve（12）On.
5. foundation pit supporting construction according to claim 4, it is characterised in that：First fixture block（13）With the sleeve
（12）Between provided with two ends respectively with the first fixture block（13）And sleeve（12）The connector being fixedly connected（15）.
6. foundation pit supporting construction according to claim 2, it is characterised in that：Also include the mixing pile for foundation ditch sealing
（2）, the mixing pile（2）It is arranged at the prefabricated tubular pile（1）Between.
7. foundation pit supporting construction according to claim 6, it is characterised in that：The mixing pile（2）It is interior to be provided with H profile steel（3）.
8. foundation pit supporting construction according to claim 7, it is characterised in that：The H profile steel（3）Two ends provided with second card
Block（31）, second fixture block（31）It is embedded in the neck（14）In.
9. foundation pit supporting construction according to claim 6, it is characterised in that：The prefabricated tubular pile（1）Insert in soil layer
Perpendicularity and the mixing pile（2）The perpendicularity inserted in soil layer is identical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720148256.6U CN206495218U (en) | 2017-02-18 | 2017-02-18 | Foundation pit supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720148256.6U CN206495218U (en) | 2017-02-18 | 2017-02-18 | Foundation pit supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206495218U true CN206495218U (en) | 2017-09-15 |
Family
ID=59805202
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720148256.6U Active CN206495218U (en) | 2017-02-18 | 2017-02-18 | Foundation pit supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206495218U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113668555A (en) * | 2021-08-05 | 2021-11-19 | 深圳市盛业建筑科技(集团)有限公司 | Deep foundation pit supporting construction method for large-pipe-diameter prestressed row piles |
-
2017
- 2017-02-18 CN CN201720148256.6U patent/CN206495218U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113668555A (en) * | 2021-08-05 | 2021-11-19 | 深圳市盛业建筑科技(集团)有限公司 | Deep foundation pit supporting construction method for large-pipe-diameter prestressed row piles |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101736760B (en) | Construction method of prestressed anti-floating anchor rod | |
| CN103422501B (en) | Anti-floating anchor rod structure in sand seam geology and construction method thereof | |
| JP7257086B2 (en) | Comprehensive Construction Method for Low Overburden Sections of Tunnels | |
| CN105256812B (en) | Foundation ditch prefabricated assembled concrete supporting construction and its construction method | |
| CN103510540B (en) | Mortar flag stone retaining wall reinforcement construction method and structure thereof | |
| CN105587320B (en) | Rich water sand-pebble layer abnormal shape deep shaft structural system and its construction method | |
| CN206928305U (en) | A kind of rigid passive area buttress type supporting construction | |
| CN108612110A (en) | A kind of Deep Foundation Pit of Metro Stations combined type construction method for supporting | |
| CN105839651A (en) | Roadbed slope assembly type deformation self-adaptive protective framework and splicing method thereof | |
| CN101793027B (en) | Core-grouted static pressure anchor rod pile | |
| CN102220764B (en) | Construction method of deep foundation pit bracing system | |
| CN106758759A (en) | A kind of trestle pile foundation and its anchoring process for deep water drift net riverbed | |
| CN206495218U (en) | Foundation pit supporting construction | |
| CN105804090B (en) | A kind of indoor piling wall supporting construction and its construction method | |
| CN103410529B (en) | A kind of support of tunnel arch springing ruggedized construction for weak surrounding rock and construction method | |
| CN108729457A (en) | A kind of steel pipe pile cofferdam and its construction method for bridge deepwater foundation | |
| CN205653804U (en) | Slope assembled warp self -adaptation protection skeleton | |
| CN102518129B (en) | Post pressure-grouting pre-stressed hollow square pile and manufacturing method thereof | |
| CN104831735B (en) | The sealing supporting construction of a kind of curtain unification and construction method thereof and construction equipment | |
| CN207160022U (en) | The special-shaped prefabricated support pile of slip casting in a kind of button type | |
| CN203559419U (en) | Prestressed concrete precast pile | |
| CN206477240U (en) | A kind of trestle pile foundation for deep water drift net riverbed | |
| CN105239566A (en) | Multi-head stirring type large-diameter cast-in-situ pipe pile device and application thereof | |
| CN206829147U (en) | A kind of combined type shaped steel, slip casting steel pipe bearing diagonal foundation pit enclosure structure | |
| CN105804086A (en) | Construction method for support change joints in foundation trench reverse building method construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |