CN207633330U - Filling pile cage of reinforcement absolute altitude and verticality control device under a kind of concrete water - Google Patents
Filling pile cage of reinforcement absolute altitude and verticality control device under a kind of concrete water Download PDFInfo
- Publication number
- CN207633330U CN207633330U CN201721492409.5U CN201721492409U CN207633330U CN 207633330 U CN207633330 U CN 207633330U CN 201721492409 U CN201721492409 U CN 201721492409U CN 207633330 U CN207633330 U CN 207633330U
- Authority
- CN
- China
- Prior art keywords
- absolute altitude
- control
- rod
- verticality
- cage
- 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
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses filling pile cage of reinforcement absolute altitude and verticality control devices under a kind of concrete water,Including handle,The lower end of the handle and the upper end of control-rod, which are fixed, welds,The control-rod is fixedly installed display panel close to the position of upper end,And the sidewall weld of control-rod has two absolute altitudes setting up and down and degree control bar,The utility model is when in use,Steel reinforcement cage is transferred to borehole cleaning by lifting means and is checked in the hole finished,Clamping plate below absolute altitude and degree control bar is clamped into reinforcing cage stirrup,Continue to issue steel reinforcement cage,Ruler, which is controlled, by the absolute altitude in display panel measures cage body absolute altitude,Cage body verticality is controlled by the level meter in display panel,For verticality and absolute altitude deviation beyond design requirement,Cage body is adjusted by lifting means,It is allowed to meet the requirements,After the completion of lifting,Rotating handles,Clamping plate skids off steel reinforcement cage,Take out the utility model absolute altitude and verticality control device.
Description
Technical field
The utility model is related to underwater cast-in-place pile technical field, filling pile cage of reinforcement absolute altitude under specially a kind of concrete water
And verticality control device.
Background technology
With the great-leap-forward development of Urban Construction in China, basic importance and its proportion is all in project total cost
It is noticeable.Therefore, in terms of basement process in construction projects, optimize Ground Treatment Schemes, meet requirement of engineering, skill
Art is simple and practicable, but can save project cost be Construction Party, design side, construction party it is common look forward to, and cast-in-place concrete pile
The steel reinforcement cage technology more mature as construction industry is used more and more in construction projects.Filling pile cage of reinforcement under concrete water
Positioning mostly use theodolite control verticality, spirit level levelling is less efficient, second-rate, qualification rate is relatively low.Existing market
In used again without molding product, thus it is proposed that filling pile cage of reinforcement absolute altitude and degree control under a kind of concrete water
Device is solving the above problems.
Utility model content
The purpose of this utility model is to provide filling pile cage of reinforcement absolute altitudes under a kind of concrete water and degree control to fill
It sets, to solve the problems mentioned in the above background technology.
To achieve the above object, the utility model provides the following technical solutions：Filling pile cage of reinforcement under a kind of concrete water
Absolute altitude and verticality control device, including handle, the lower end of the handle and the upper end of control-rod, which are fixed, welds, the control-rod
Position close to upper end is fixedly installed display panel, and the sidewall weld of control-rod has two absolute altitudes setting up and down and vertical
Control-rod is spent, level meter and absolute altitude control ruler, the absolute altitude and degree control bar are installed on the display panel
Lower surface be fixed with two spring struts, the bottom end of two spring struts is fixedly connected with one end of two springs, two institutes
The other end for stating spring is fixedly connected with the both ends of clamping plate, and the both ends sliding of clamping plate is fastened in two spring struts.
Preferably, the length of the handle is 150 mm, and a diameter of 20 mm of handle, the length of the control-rod are
1500 mm, and a diameter of 16 mm of control-rod, length, width and the height of the display panel are respectively 100 mm, 50
Mm and 1 mm.
Preferably, plane residing for the absolute altitude and degree control bar is parallel with horizontal plane, the absolute altitude and degree control
The length of bar is 100 mm, and a diameter of 16 mm of absolute altitude and degree control bar.
Preferably, the length direction of the absolute altitude control ruler and the length direction of control-rod are consistent, the spring strut
Axis and the length direction of control-rod be consistent.
Compared with prior art, the utility model has the beneficial effects that：
1, the utility model is simple in structure, low manufacture cost, and operate flexible and convenient, improves work efficiency；
2, the utility model is convenient for by the setting of level meter and two absolute altitudes and degree control bar to steel reinforcement cage
Verticality is controlled.
Description of the drawings
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the utility model display panel structure schematic diagram；
Fig. 3 is the utility model clamping plate mounting structure schematic diagram.
In figure：1 handle, 2 control-rods, 3 display panels, 4 absolute altitudes and degree control bar, 5 level meters, 6 absolute altitudes control ruler,
7 spring struts, 8 springs, 9 clamping plates.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
- 3 are please referred to Fig.1, the utility model provides a kind of technical solution：Filling pile cage of reinforcement absolute altitude under a kind of concrete water
And verticality control device, including handle 1, the length of handle 1 are 150 mm, and a diameter of 20 mm of handle 1, under handle 1
End is fixed with the upper end of control-rod 2 and is welded, and the length of control-rod 2 is 1500 mm, and a diameter of 16 mm of control-rod 2, control
Bar 2 is fixedly installed display panel 3 close to the position of upper end, and length, width and the height of display panel 3 are respectively 100
Mm, 50 mm and 1 mm, and the sidewall weld of control-rod 2 has two absolute altitudes setting up and down and a degree control bar 4, two
The principle of two points one lines is utilized in absolute altitude and degree control bar 4, after control-rod 2 and steel reinforcement cage are fixed, can pass through measurement
The verticality of control-rod 2 judges whether steel reinforcement cage is vertical.
Plane is parallel with horizontal plane residing for absolute altitude and degree control bar 4, and the length of the absolute altitude and degree control bar 4 is
100 mm, and a diameter of 16 mm of absolute altitude and degree control bar 4 are installed with level meter 5 and mark on display panel 3
The length direction of height control ruler 6, the length direction and control-rod 2 of absolute altitude control ruler 6 is consistent, absolute altitude and degree control bar
4 lower surface is fixed with two spring struts 7, and the bottom end of two spring struts 7 is fixedly connected with one end of two springs 8, two bullets
The other end of spring 8 is fixedly connected with the both ends of clamping plate 9, and the both ends sliding of clamping plate 9 is fastened in two spring struts 7, spring strut 7
The length direction of axis and control-rod 2 be consistent, the setting of clamping plate 9 is measuring convenient for control-rod 2 to be connect with steel reinforcement cage
After, swing handle 1, clamping plate 9 can be detached from steel reinforcement cage.
Operation principle：It is finished when the utility model is used, steel reinforcement cage is transferred by lifting means to borehole cleaning and checking
In hole, the clamping plate 9 of 4 lower section of absolute altitude and degree control bar is clamped into reinforcing cage stirrup, continues to issue steel reinforcement cage, passes through display
Absolute altitude control ruler 6 in panel 3 measures cage body absolute altitude, and cage body verticality is controlled by the level meter 5 in display panel 3, for
Verticality beyond design requirement and absolute altitude deviation are adjusted cage body by lifting means, are allowed to meet the requirements, lift
Cheng Hou, rotating handles 1, clamping plate 9 skid off steel reinforcement cage, take out the utility model absolute altitude and verticality control device.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (4)
1. filling pile cage of reinforcement absolute altitude and verticality control device under a kind of concrete water, including handle（1）, it is characterised in that：
The handle（1）Lower end and control-rod（2）Upper end fix welding, the control-rod（2）It fixes and sets close to the position of upper end
It is equipped with display panel（3）, and control-rod（2）Sidewall weld have two absolute altitudes setting up and down and degree control bar（4）, institute
State display panel（3）On be installed with level meter（5）And absolute altitude controls ruler（6）, the absolute altitude and degree control bar（4）
Lower surface be fixed with two spring struts（7）, two spring struts（7）Bottom end be fixedly connected with two springs（8）One
End, two springs（8）The other end and clamping plate（9）Both ends be fixedly connected, and clamping plate（9）Both ends sliding be fastened on two
A spring strut（7）It is interior.
2. filling pile cage of reinforcement absolute altitude and verticality control device under a kind of concrete water according to claim 1, special
Sign is：The handle（1）Length be 150 mm, and handle（1）A diameter of 20 mm, the control-rod（2）Length be
1500 mm, and control-rod（2）A diameter of 16 mm, the display panel（3）Length, width and height be respectively 100
Mm, 50 mm and 1 mm.
3. filling pile cage of reinforcement absolute altitude and verticality control device under a kind of concrete water according to claim 1, special
Sign is：The absolute altitude and degree control bar（4）Residing plane is parallel with horizontal plane, the absolute altitude and degree control bar（4）
Length be 100 mm, and absolute altitude and degree control bar（4）A diameter of 16 mm.
4. filling pile cage of reinforcement absolute altitude and verticality control device under a kind of concrete water according to claim 1, special
Sign is：The absolute altitude controls ruler（6）Length direction and control-rod（2）Length direction be consistent, the spring strut（7）
Axis and control-rod（2）Length direction be consistent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721492409.5U CN207633330U (en) | 2017-11-10 | 2017-11-10 | Filling pile cage of reinforcement absolute altitude and verticality control device under a kind of concrete water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721492409.5U CN207633330U (en) | 2017-11-10 | 2017-11-10 | Filling pile cage of reinforcement absolute altitude and verticality control device under a kind of concrete water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207633330U true CN207633330U (en) | 2018-07-20 |
Family
ID=62856779
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721492409.5U Active CN207633330U (en) | 2017-11-10 | 2017-11-10 | Filling pile cage of reinforcement absolute altitude and verticality control device under a kind of concrete water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207633330U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115369860A (en) * | 2022-09-30 | 2022-11-22 | 中建八局第二建设有限公司 | Construction method of super-long isolation pile close to subway |
-
2017
- 2017-11-10 CN CN201721492409.5U patent/CN207633330U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115369860A (en) * | 2022-09-30 | 2022-11-22 | 中建八局第二建设有限公司 | Construction method of super-long isolation pile close to subway |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204781624U (en) | Floor elevation and roughness controlling means | |
| CN206235329U (en) | Device for drilling, positioning and paying-off in blasting operation | |
| CN103470041B (en) | The cast-in-place concrete beam template steel pipe support precompressed construction method that adopts loose sand to load | |
| CN203546728U (en) | Improved installation fixing device of top-down steel pipe column | |
| CN207633330U (en) | Filling pile cage of reinforcement absolute altitude and verticality control device under a kind of concrete water | |
| CN204491640U (en) | A kind of circular single-arm steel hanging box being applicable to strong tidal bore district | |
| CN201908427U (en) | Novel plastering machine | |
| CN203034821U (en) | Large-span arch inverted triangular pipe truss assembling integral mould | |
| CN204212442U (en) | A kind of hi-Fix guiding device | |
| CN204435343U (en) | Pattern foundation pit supporting structure tiltometer | |
| CN204689552U (en) | A kind of equipment jacking apparatus of zigzag | |
| CN207419481U (en) | A kind of pile foundation steel bar cage transfers positioning detector | |
| CN204689525U (en) | A kind of equipment jacking apparatus being convenient to measure | |
| CN209907182U (en) | Accurate adjusting device of roof beam body installation standard height | |
| CN204418027U (en) | A kind of bracket of the cable saddle floor installation that falls apart for self-anchored suspension bridge | |
| CN204019070U (en) | Derrick assembling combination steelframe | |
| CN203145017U (en) | Large-sized chute device for pouring mass concrete into deep foundation pit | |
| CN104947707A (en) | Horizontal embedded part installation method | |
| CN209509006U (en) | A kind of fixed device of tower crane | |
| CN206768551U (en) | Civil engineering road surface leveling unit | |
| CN206784371U (en) | Cast-in-situ bored pile building mortion under a kind of Karst Geology | |
| CN207620391U (en) | A kind of foam concrete pours elevation control device | |
| CN201972412U (en) | Concrete wall large-scale embedded part mounting and positioning device | |
| CN201671060U (en) | Sliding device for prestress tensioning jack | |
| CN206736743U (en) | Lay the easy structure of mountable steel bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |