CN108867628A - Interlocking pile goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake and its positioning pile making method - Google Patents
Interlocking pile goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake and its positioning pile making method Download PDFInfo
- Publication number
- CN108867628A CN108867628A CN201811001161.7A CN201811001161A CN108867628A CN 108867628 A CN108867628 A CN 108867628A CN 201811001161 A CN201811001161 A CN 201811001161A CN 108867628 A CN108867628 A CN 108867628A
- Authority
- CN
- China
- Prior art keywords
- spacing plate
- pile
- reinforcement cage
- steel reinforcement
- stake
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 45
- 239000010959 steel Substances 0.000 title claims abstract description 45
- 230000002787 reinforcement Effects 0.000 title claims abstract description 36
- 238000000034 method Methods 0.000 title claims abstract description 12
- 238000010276 construction Methods 0.000 claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 238000005553 drilling Methods 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 6
- 230000010412 perfusion Effects 0.000 claims description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 7
- 230000007812 deficiency Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 208000019901 Anxiety disease Diseases 0.000 description 1
- 230000036506 anxiety Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention discloses a kind of interlocking piles to go along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake and its positioning pile making method, positioning device includes several brackets, cross spacing plate, vertical spacing plate and adjusts bolt, several holder combinations are at rectangular parallelepiped structure, several holder combinations at rectangular parallelepiped structure at left and right sides of be symmetrically arranged with cross spacing plate, several holder combinations at rectangular parallelepiped structure front and rear sides be symmetrically arranged with vertical spacing plate, the cross spacing plate and vertical spacing plate by adjust bolt be adjusted.Beneficial effects of the present invention：This method can quickly, efficiently and accurately complete the earlier pile driving construction pile of interlocking pile building enclosure rectangle steel reinforcement cage.
Description
Technical field
The present invention relates to technical field of buildings more particularly to a kind of interlocking pile to go along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake
And its positioning pile making method.
Background technique
Interlocking pile, which is gone along with sb. to guard him, goes along with sb. to guard him form as a kind of underground structure open-cut, obtains in many areas more and more extensive
Using.Wherein cut cuts interlocking pile, is equipped with the construction of double-walled steel sleeve using full-sleeve full-rotation drill, bad with that can overcome
Cast-in-situ bored pile pile is difficult under geological conditions, will not such as encounter in the soil body during collapse hole, lower digging when having sundries influence can be with
The advantages such as it is purged with syzygies grab bucket.Hole-drilling interlocking pile is divided into earlier stake from process, and (steel reinforcement cage shape is the mixed of rectangle
Solidifying soil stake) and the later period (steel reinforcement cage shape is circular concrete-pile).It needs to cut earlier stake when due to later period pile driving construction
It cuts, if earlier stake rectangle reinforcing bar cage location offset encounters earlier stake rectangle steel reinforcement cage, shadow when easily causing later period stake steel bushing pipe construction
Later period stake drilling is rung, occlusion thickness deficiency is in turn resulted in.Therefore it constructs to earlier pile cages and positions and lift required precision very
It is high.
Currently used mode is to place pvc pipe for steel reinforcement cage limit, when later period pile driving construction in rectangle steel reinforcement cage two sides
Concreting is completed after cutting PCV pipe by pile foundation.Steps are as follows for Specific construction：
1) surveying setting-out determines interlocking pile stake heart position；
2) construction interlocking pile concrete guide wall；
3) drilling machine is in place, pushes steel sleeve, soil taking hole forming；
4) rectangle steel reinforcement cage is hung, two sides prevent pvc pipe from positioning for rectangle steel reinforcement cage；
5) casing is pulled out while concrete perfusion, up to concreting to stake top；
6) pile is completed after concrete strength reaches requirement.
The defect of this construction is as follows：
It since pvc pipe hoop rigidity is limited, is not fixed easily, deficiency is limited to rectangle steel reinforcement cage, and pvc pipe specification is solid
It is fixed, and generally require to adjust rectangle steel reinforcement cage size in regional area in practice of construction and then adjust occlusion thickness.
Therefore in technology fast development, artificial increasingly valuable, construction period anxiety and the increasing situation of environmental requirement
Under, how fast and efficiently to complete the earlier stake rectangle steel reinforcement cage of interlocking pile and construction pile is accurately positioned, becomes to be engaged pile driving construction
In must in face of the problem of.
Those skilled in the art are dedicated to solving above-mentioned technological deficiency.
Summary of the invention
In view of the above drawbacks of the prior art, technical purpose of the invention is above-mentioned background technique skill present in
Art defect.
To realize the above-mentioned technical purpose, the present invention provides a kind of interlocking piles to go along with sb. to guard him the rectangular steel reinforcement cage positioning dress of earlier stake
Set, including several brackets, cross spacing plate, vertical spacing plate and adjust bolt, several holder combinations at rectangular parallelepiped structure,
Several holder combinations at rectangular parallelepiped structure at left and right sides of be symmetrically arranged with cross spacing plate, several holder combinations at
Rectangular parallelepiped structure front and rear sides be symmetrically arranged with vertical spacing plate, the cross spacing plate and vertical spacing plate are by adjusting spiral shell
Bolt is adjusted.
Further, the bracket is specially steel bracket.
Further, the quadrangle of the bracket is provided with ring sleeve and connect with wall embedded bar is led, the annular sleeve
The diameter of pipe matches with embedded bar diameter.
Further, the height of the cross spacing plate and vertical spacing plate is 500mm.
The present invention also provides the positioning pile making method that a kind of interlocking pile goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake, packets
Include following steps：
Step 1, surveying setting-out determine interlocking pile stake heart position；
Step 2, the construction of interlocking pile concrete guide wall, in stake early period pre-buried four reinforcing bars of surrounding, reinforcing bar diagonally connects intersection point
For the stake heart；
Step 3, drilling machine is in place, pushes steel sleeve, soil taking hole forming；
Step 4 installs rectangle steel reinforcement cage positioning device, is adjusted laterally according to rectangle steel reinforcement cage size using bolt is adjusted
The relative distance of limit plate and vertical spacing plate；
Step 5 hangs rectangle steel reinforcement cage, and the positioning device by leading wall top limits rectangle reinforcing bar cage location；
Step 6, concrete perfusion while, pull out casing, until concreting is to stake top；
Step 7, the earlier stake pile of interlocking pile is completed after concrete strength reaches requirement.
Beneficial effects of the present invention：
It is first can quickly, efficiently and accurately to complete interlocking pile building enclosure rectangle steel reinforcement cage for apparatus and method of the present invention
Phase pile driving construction pile.
Detailed description of the invention
Fig. 1 is schematic structural view of the invention；
Fig. 2 is that the step 1 stake heart of the present invention positions schematic diagram；；
Fig. 3 is step 2 construction of guide wall schematic diagram of the present invention；
Fig. 4 is that step 3 pile foundation of the present invention takes native pile schematic diagram in place；
Fig. 5 is step 4 installation and adjustment positioning device schematic diagram of the present invention；
Fig. 6 is that step 5 of the present invention hangs steel reinforcement cage schematic diagram；
Fig. 7 is step 6 casting concrete schematic diagram of the present invention；
Fig. 8 is that step 7 pile of the present invention completes schematic diagram.
Figure label：1- bracket；2- cross spacing plate；3- vertical spacing plate；4- adjusts bolt.
Specific embodiment
It is described further below with reference to technical effect of the attached drawing to design of the invention, specific structure and generation, with
It is fully understood from the purpose of the present invention, feature and effect.
It please refers to shown in Fig. 1, a kind of interlocking pile goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake, including several brackets 1, horizontal
Rectangular parallelepiped structure, the length that 8 brackets 1 are combined into are combined into limit plate 2, vertical spacing plate 3 and adjusting 4,8 brackets 1 of bolt
It is symmetrically arranged with cross spacing plate 2 at left and right sides of cube structure, rectangular parallelepiped structure front and rear sides are symmetrically arranged with vertical spacing plate
3, cross spacing plate 2 and vertical spacing plate 3 are adjusted by adjusting bolt 4.
Bracket 1 is specially steel bracket, and the quadrangle of bracket 1 is provided with the ring sleeve reinforcing bar 5 pre-buried with wall is led and connect, ring
The diameter of shape casing matches with pre-buried 5 diameter of reinforcing bar.The height of cross spacing plate 2 and vertical spacing plate 3 is 500mm.
Referring to figure 2. shown in-Fig. 8, a kind of interlocking pile goes along with sb. to guard him the positioning pile side of the rectangular steel reinforcement cage positioning device of earlier stake
Method includes the following steps：
Step 1, surveying setting-out determine interlocking pile stake heart location A；
Step 2, the construction of interlocking pile concrete guide wall, in stake early period pre-buried four reinforcing bars 5 of surrounding, reinforcing bar 5 diagonally hand over by connection
Point is stake heart A；
Step 3, drilling machine is in place, pushes steel sleeve, soil taking hole forming；
Step 4 installs the positioning device 6 of rectangle steel reinforcement cage 7, is adjusted according to 7 size of rectangle steel reinforcement cage using bolt 4 is adjusted
Save the relative distance of cross spacing plate 2 and vertical spacing plate 3；
Step 5 hangs rectangle steel reinforcement cage 7, and the positioning device 6 by leading wall top limits 7 position of rectangle steel reinforcement cage；
Step 6, concrete perfusion 8 whiles, pull out casing, until concrete eight is poured to stake top；
Step 7, the earlier stake pile of interlocking pile is completed after concrete eight intensity reaches requirement.
The present invention can quickly, efficiently and accurately complete the earlier pile driving construction pile of interlocking pile building enclosure rectangle steel reinforcement cage.
The preferred embodiment of the present invention has been described in detail above.It should be appreciated that those skilled in the art without
It needs creative work according to the present invention can conceive and makes many modifications and variations.Therefore, all technologies in the art
Personnel are available by logical analysis, reasoning, or a limited experiment on the basis of existing technology under this invention's idea
Technical solution, all should be within the scope of protection determined by the claims.
Claims (5)
1. a kind of interlocking pile goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake, spy is：Including several brackets (1), lateral limit
Position plate (2), vertical spacing plate (3) and adjusting bolt (4), several brackets (1) are combined into rectangular parallelepiped structure, the cuboid
It is symmetrically arranged with cross spacing plate (2) at left and right sides of structure, the rectangular parallelepiped structure front and rear sides are symmetrically arranged with vertical spacing
Plate (3), the cross spacing plate (2) and vertical spacing plate (3) are adjusted by adjusting bolt (4).
2. interlocking pile according to claim 1 goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake, it is characterised in that：The branch
Frame (1) is specially steel bracket.
3. interlocking pile according to claim 1 goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake, it is characterised in that：The branch
The quadrangle of frame (1) is provided with casing, and the ring sleeve reinforcing bar pre-buried with wall is led (5) is connect, the diameter of the ring sleeve with
Pre-buried reinforcing bar (5) diameter matches.
4. a kind of interlocking pile according to claim 1 goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake, it is characterised in that：Institute
The height for stating cross spacing plate (2) and vertical spacing plate (3) is 500mm.
5. the positioning pile making method of positioning device according to any one of claims 1-4, includes the following steps：
Step 1, surveying setting-out determine the position the interlocking pile stake heart (A)；
Step 2, the construction of interlocking pile concrete guide wall, in stake early period pre-buried four reinforcing bars (5) of surrounding, reinforcing bar (5) diagonally hand over by connection
Point is the stake heart (A)；
Step 3, drilling machine is in place, pushes steel sleeve, soil taking hole forming；
Step 4, mounting and positioning device (6) adjust cross spacing plate using bolt (4) are adjusted according to rectangle steel reinforcement cage (7) size
(2) and the relative distance of vertical spacing plate (3)；
Step 5 hangs rectangle steel reinforcement cage (7), and the positioning device (6) by leading wall top limits rectangle steel reinforcement cage (7) position；
Step 6, concrete perfusion (8) whiles, pull out casing, until concrete (8) are poured to stake top；
Step 7, the earlier stake pile of interlocking pile is completed after concrete (8) intensity reaches requirement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811001161.7A CN108867628A (en) | 2018-08-30 | 2018-08-30 | Interlocking pile goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake and its positioning pile making method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811001161.7A CN108867628A (en) | 2018-08-30 | 2018-08-30 | Interlocking pile goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake and its positioning pile making method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108867628A true CN108867628A (en) | 2018-11-23 |
Family
ID=64322401
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811001161.7A Pending CN108867628A (en) | 2018-08-30 | 2018-08-30 | Interlocking pile goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake and its positioning pile making method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108867628A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20080193223A1 (en) * | 2005-05-20 | 2008-08-14 | Geopier Foundation Company, Inc. | Slotted Mandrel for Lateral Displacement Pier and Method of Use |
| CN102653943A (en) * | 2012-05-08 | 2012-09-05 | 上海市基础工程有限公司 | Underground embedded steel column straightening limiting device |
| CN103266600A (en) * | 2013-05-17 | 2013-08-28 | 浙江省地质矿产工程公司 | Occlusion pile of full reinforcement pile and construction method thereof |
| CN206591511U (en) * | 2017-03-07 | 2017-10-27 | 中国建筑第六工程局有限公司 | A kind of steel reinforcement cage is oriented to and stopping means |
| CN208803462U (en) * | 2018-08-30 | 2019-04-30 | 上海市城市建设设计研究总院（集团）有限公司 | Interlocking pile goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake |
-
2018
- 2018-08-30 CN CN201811001161.7A patent/CN108867628A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20080193223A1 (en) * | 2005-05-20 | 2008-08-14 | Geopier Foundation Company, Inc. | Slotted Mandrel for Lateral Displacement Pier and Method of Use |
| CN102653943A (en) * | 2012-05-08 | 2012-09-05 | 上海市基础工程有限公司 | Underground embedded steel column straightening limiting device |
| CN103266600A (en) * | 2013-05-17 | 2013-08-28 | 浙江省地质矿产工程公司 | Occlusion pile of full reinforcement pile and construction method thereof |
| CN206591511U (en) * | 2017-03-07 | 2017-10-27 | 中国建筑第六工程局有限公司 | A kind of steel reinforcement cage is oriented to and stopping means |
| CN208803462U (en) * | 2018-08-30 | 2019-04-30 | 上海市城市建设设计研究总院（集团）有限公司 | Interlocking pile goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105951747B (en) | A kind of construction method of the pre-buried lattice column of contrary sequence method | |
| WO2019128155A1 (en) | Open caisson construction structure and method | |
| CN103266600B (en) | Construction method of occlusion pile of full reinforcement pile | |
| JP6310198B2 (en) | Pier construction method | |
| CN105926672B (en) | A kind of Underground Subway Station steel pipe column construction method | |
| CN109183787A (en) | A kind of forming method of man-made digging pile mould-pipe | |
| CN109372015A (en) | Contrary sequence method steel pipe column and the movable attachment device of steel reinforcement cage | |
| CN208803462U (en) | Interlocking pile goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake | |
| CN107938675A (en) | A kind of Vertical spots concrete placings technique and device | |
| CN114277803A (en) | Reverse construction method steel pipe structure column rear insertion method positioning construction method | |
| CN106869125B (en) | A kind of steel pipe pile construction method | |
| CN205934931U (en) | Lid is in same direction as foundation ditch structure of digging way of doing things construction | |
| CN203685192U (en) | Novel device for disassembling anchor rod in shield crossing zone | |
| JP6327736B2 (en) | Pier construction method and pile material guide structure | |
| CN108867628A (en) | Interlocking pile goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake and its positioning pile making method | |
| CN209368877U (en) | Contrary sequence method steel pipe column and the movable attachment device of steel reinforcement cage | |
| JP5189946B2 (en) | Pile hole drilling method | |
| CN104047607A (en) | Construction method for lifting out shield tunneling machine under condition of envelop enclosure | |
| CN206971210U (en) | A kind of long casing in pile foundation construction | |
| CN109555155A (en) | The construction method of construction underground structure under building | |
| JP2017066721A (en) | Removal method of existing pile | |
| KR20190027402A (en) | Low part cast in place pile construction method | |
| CN106545012B (en) | Steel column guide pipe insertion technique | |
| FI62710C (en) | SAETT OCH TILLSATSAGGREGAT TILL GRAEVMASKIN ELLER MOTSVARANDE FOER ATT APPLICERA LAONGSTRAECKTA ELEMENT I BLOCK OCH STENARINNEHAOLLANDE MARK | |
| JP6709626B2 (en) | Vertical shaft excavator and vertical shaft excavation method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181123 |