CN208803462U - Interlocking pile goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake - Google Patents
Interlocking pile goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake Download PDFInfo
- Publication number
- CN208803462U CN208803462U CN201821410327.6U CN201821410327U CN208803462U CN 208803462 U CN208803462 U CN 208803462U CN 201821410327 U CN201821410327 U CN 201821410327U CN 208803462 U CN208803462 U CN 208803462U
- Authority
- CN
- China
- Prior art keywords
- spacing plate
- reinforcement cage
- steel reinforcement
- guard
- positioning device
- 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
Abstract
The utility model discloses a kind of interlocking piles to go along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake, including several brackets, cross spacing plate, vertical spacing plate and adjust 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.The utility model has the beneficial effects that quickly, efficiently and accurately complete the earlier pile driving construction pile of interlocking pile building enclosure rectangle steel reinforcement cage.
Description
Technical field
The utility model 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 of earlier stake
Device.
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.
Utility model content
In view of the above drawbacks of the prior art, the technical purpose of the utility model is exist in above-mentioned background technique
Technological deficiency.
To realize the above-mentioned technical purpose, the utility model provides a kind of interlocking pile and goes along with sb. to guard him the rectangular steel reinforcement cage positioning of earlier stake
Device, including several brackets, cross spacing plate, vertical spacing plate and adjusting bolt, several holder combinations are at cuboid knot
Structure, several holder combinations at rectangular parallelepiped structure at left and right sides of be symmetrically arranged with cross spacing plate, several bracket groups
The rectangular parallelepiped structure front and rear sides of synthesis are symmetrically arranged with vertical spacing plate, and the cross spacing plate and vertical spacing plate pass through tune
Section 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 utility model has the beneficial effects that
It is earlier can quickly, efficiently and accurately to complete interlocking pile building enclosure rectangle steel reinforcement cage for the device of the utility model
Pile driving construction pile.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model;
Fig. 2 is that the utility model step 1 stake heart positions schematic diagram;
Fig. 3 is the utility model step 2 construction of guide wall schematic diagram;
Fig. 4 is that the utility model step 3 pile foundation takes native pile schematic diagram in place;
Fig. 5 is the utility model step 4 installation and adjustment positioning device schematic diagram;
Fig. 6 is that the utility model step 5 hangs steel reinforcement cage schematic diagram;
Fig. 7 is the utility model step 6 casting concrete schematic diagram;
Fig. 8 is that the utility model step 7 pile completes schematic diagram.
Figure label: 1- bracket;2- cross spacing plate;3- vertical spacing plate;4- adjusts bolt.
Specific embodiment
Make furtherly below with reference to technical effect of the attached drawing to the design of the utility model, specific structure and generation
It is bright, to be fully understood from the purpose of this utility model, 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,
The diameter of ring sleeve 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, comprising 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 is diagonally connected
Intersection 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 utility model can quickly, efficiently and accurately complete the earlier pile driving construction of interlocking pile building enclosure rectangle steel reinforcement cage
Pile.
The preferred embodiments of the present invention have been described in detail above.It should be appreciated that the ordinary skill people of this field
Member according to the present utility model can conceive without creative work makes many modifications and variations.Therefore, all this technology necks
Technical staff passes through logic analysis, reasoning or limited reality according to the design of the utility model on the basis of existing technology in domain
Available technical solution is tested, it all should be within the scope of protection determined by the claims.
Claims (4)
1. a kind of interlocking pile goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake, it is characterised in that: including several brackets (1), laterally
Limit plate (2), vertical spacing plate (3) and adjusting bolt (4), several brackets (1) are combined into rectangular parallelepiped structure, described rectangular
It is symmetrically arranged with cross spacing plate (2) at left and right sides of body structure, the rectangular parallelepiped structure front and rear sides are symmetrically arranged with vertical limit
Position 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.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821410327.6U CN208803462U (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 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821410327.6U CN208803462U (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 |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208803462U true CN208803462U (en) | 2019-04-30 |
Family
ID=66236712
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821410327.6U Active CN208803462U (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 |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208803462U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108867628A (en) * | 2018-08-30 | 2018-11-23 | 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 and its positioning pile making method |
-
2018
- 2018-08-30 CN CN201821410327.6U patent/CN208803462U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108867628A (en) * | 2018-08-30 | 2018-11-23 | 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 and its positioning pile making method |
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 | |
CN106939595A (en) | A kind of rotary digging bottom-enlarging filling pile construction technology | |
CN109577517A (en) | Assembly of shear wall structure and construction method | |
CN107620311A (en) | A kind of mud off pore-creating filling pile prevents the method that aperture casing sinks | |
CN105421445A (en) | Construction method for non-prestressed centrifugal high-strength concrete pile planted pile | |
CN104564091A (en) | Method and device for removing anchor rods from shield crossing area | |
CN208803462U (en) | Interlocking pile goes along with sb. to guard him the rectangular steel reinforcement cage positioning device of earlier stake | |
CN103015427B (en) | Hole pile underwater concrete pouring positioning device and positioning device thereof | |
CN107938675A (en) | A kind of Vertical spots concrete placings technique and device | |
CN203685192U (en) | Novel device for disassembling anchor rod in shield crossing zone | |
CN104196248B (en) | Steel pipe column vertical locating device and construction method thereof is inserted after contrary sequence method | |
CN101250870B (en) | Positioning device for filling pile reinforcement cage | |
CN205934931U (en) | Lid is in same direction as foundation ditch structure of digging way of doing things construction | |
CN112814685A (en) | Ultra-large section chamber tunneling blasting method | |
CN205444192U (en) | Bridge stake is towards pile driving construction system | |
CN106930274A (en) | The a full set of cylinder rotatory boring castinplace pile construction method that a kind of reinforcing bar cage location is fixed | |
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 | |
KR20190027402A (en) | Low part cast in place pile construction method | |
CN209368877U (en) | Contrary sequence method steel pipe column and the movable attachment device of steel reinforcement cage | |
CN108396734A (en) | A kind of device of control Punching Borehole Cast-in-place Concrete Pile stake top concrete casting elevation | |
CN208346808U (en) | A kind of device controlling Punching Borehole Cast-in-place Concrete Pile stake top concrete casting elevation | |
CN103205983B (en) | Construction method of basement rear support system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |