CN104878787B - Two joint and above steel reinforcement cage deep basal pit inclinometer pipe docking facilities and usings method thereof - Google Patents
Two joint and above steel reinforcement cage deep basal pit inclinometer pipe docking facilities and usings method thereof Download PDFInfo
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- CN104878787B CN104878787B CN201510365985.2A CN201510365985A CN104878787B CN 104878787 B CN104878787 B CN 104878787B CN 201510365985 A CN201510365985 A CN 201510365985A CN 104878787 B CN104878787 B CN 104878787B
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- inclinometer pipe
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- steel reinforcement
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Abstract
The invention discloses a kind of two joints and above steel reinforcement cage deep basal pit inclinometer pipe docking facilities and using method thereof.Use clamping rings to be bundled on reinforcing bar by inclinometer pipe, tighten screw fixed-direction, otherwise can rotate；Two sleeves are respectively sleeved in the inclinometer pipe end up and down of joint, and sleeve lining raised line is corresponding with inclinometer pipe unit with grooves in outer wall, and outer wall has a pair groove, and end recesses gradually spreads triangularity groove；Connecting ring inwall has a pair raised line corresponding with sleeve lining groove；Bottom inclinometer pipe is installed after fixing and is docked, along with upper reinforcement cage is transferred, by mobile upper reinforcement cage, rotate the raised line occurring connecting ring inwall in the range of inclinometer pipe makes the hypotenuse groove of inclinometer pipe bottom, top sleeve outer wall, continue to transfer top inclinometer pipe automatically to rotate under the contact guidance being connected ring inwall raised line at sleeve outer wall groove hypotenuse, make groove raised line two parts couple completely, complete docking.
Description
Technical field
The present invention relates in a kind of pit retaining monitoring the device of inclinometer pipe in two joints and above steel reinforcement cage,
This relates to this two joint and using method of above steel reinforcement cage deep basal pit inclinometer pipe docking facilities.
Background technology
Currently for the foundation ditch that the degree of depth is bigger, the steel reinforcement cage of fender post is all merogenesis lifting, ties up
Prick inclinometer pipe thereon also can only to connect by merogenesis.Steel reinforcement cage junction is saved, due to up and down two
Inclinometer pipe is the most banded is fixed on steel reinforcement cage for two joints, two ends interface position in docking plane
There is the biggest uncertainty, be difficult to make upper and lower two by steel reinforcement cage in rotary moving when docking
Inclinometer pipe position just overlaps and makes the unit with grooves in outer wall of top inclinometer pipe just be directed at connecting cylinder
The raised line of inwall, thus dock more difficult success.
Summary of the invention
First technical problem to be solved by this invention is to provide a kind of energy simplicity, docks smoothly
Two joint and above steel reinforcement cage deep basal pit inclinometer pipe docking facilities of inclinometer pipe.
Second technical problem to be solved by this invention is to provide this two joint and above steel reinforcement cage
The using method of deep basal pit inclinometer pipe docking facilities.
In order to solve above-mentioned first technical problem, two joint and the above steel reinforcement cages that the present invention provides
Deep basal pit inclinometer pipe docking facilities, is connected ring group by organizing clamping rings, many group sleeves and many groups more
Become, often organize the internal diameter external diameter slightly larger than inclinometer pipe of described clamping rings, slightly smaller than inclinometer pipe
The external diameter of the union joint of docking, the termination of described clamping rings is provided with the embedding folder of opening reinforcing bar, institute
The opening part of the embedding folder of opening reinforcing bar stated is connected with screw, described clamping rings be provided with to
Few two the first screws；Often organize described sleeve lining and be provided with the groove of a pair and inclinometer pipe outer wall
First raised line of corresponding matching clamping, outer wall is provided with a pair groove, and the end of described groove sets
Having triangular groove, the internal diameter of described sleeve is equal to the external diameter of inclinometer pipe, on described sleeve
It is provided with at least two the 3rd screws；Often the internal diameter connecting ring described in group is equal to described sleeve
External diameter, the described inwall connecting ring is provided with the groove corresponding matching of the outer wall with described sleeve
Second raised line of clamping, described connection ring is provided with fixed screw.
Described clamping rings is provided with three the first screws being evenly distributed.
Described sleeve is provided with three the second screws being evenly distributed.
In order to solve above-mentioned second technical problem, the use two that the present invention provides saves and above steel
The method of muscle cage deep basal pit inclinometer pipe docking facilities, is characterized in that: comprise the steps:
Step 1, below the connecting cylinder of every inclinometer pipe, it is inserted in clamping rings, inclinometer pipe is put
Entering steel reinforcement cage, choosing a reinforcing bar is fixture, and opening reinforcing bar inserted by reinforcing bar by screw of outwarding winding
In embedding folder, then tighten screw inclinometer pipe is fixed；
Step 2, by step the inclinometer pipe of upper and lower part steel reinforcement cage tied up and install into, bottom steel
Muscle cage makes its a pair interior groove line pass through steel reinforcement cage by rotation inclinometer pipe before hanging
The center of circle, the screw tightened on clamping rings three the first screws fixes its direction, top
Inclinometer pipe does not tighten the screw on the first screw so that it is can rotate freely；
Step 3, when reinforcing bar cage hoisting connects, the lower end of the inclinometer pipe on top, bottom
Inclinometer pipe upper end each puts a sleeve, makes sleeve ends flush with inclinometer pipe end, twists
Screw on tight second screw is fixed, and then loads onto connection ring on the sleeve of bottom, makes sleeve
Top enters and connects ring half length, tightens the fixed screw connected on ring and is fixed on by connection ring
On sleeve；
Step 4, the inclinometer pipe on top are transferred along with steel reinforcement cage, move closer to connect ring, mobile
Steel reinforcement cage adjusts position, and rotation inclinometer pipe makes the three of the sleeve outer wall of the bottom of top inclinometer pipe
Occurs connecting the second raised line of ring inwall in the range of dihedral groove；
Step 5, transfer further after, the triangle of the outer wall of the sleeve on the inclinometer pipe on top
The triangular groove hypotenuse of groove can contact with the second raised line connecting ring inwall, owing to connecting ring
Second raised line of inwall is fixing, and under gravity, the inclinometer pipe on top can connect ring
Second raised line of inwall is overall with under the contact guidance of the triangular groove hypotenuse of triangular groove
Rotating, the groove of sleeve outer wall gradually couples with the second raised line, then tightens on clamping rings
Top inclinometer pipe fixed by screw on three the first screws, completes the docking of inclinometer pipe.
When there being the above steel reinforcement cage of two joints, repeat the above steps 1-5.
Use two joint and above steel reinforcement cage deep basal pit inclinometer pipe docking facilities of technique scheme
And using method, clamping rings internal diameter is slightly larger than inclinometer pipe external diameter, it is simple to inclinometer pipe rotates,
But less than the union joint external diameter of inclinometer pipe docking, clamping rings is placed in below inclinometer pipe union joint；
There is the embedding folder of opening reinforcing bar clamping rings termination, is placed on by the opening part of the embedding folder of opening reinforcing bar
On reinforcing bar, by lock screw, inclinometer pipe is fixed on reinforcing bar；Three are had on clamping rings
One screw, fixes inclinometer pipe direction by tightening screw.Sleeve lining have a pair first raised lines with
Inclinometer pipe unit with grooves in outer wall corresponding matching clamping, its outer wall has a pair groove, and its internal diameter is equal to deviational survey
Pipe external diameter, the end of groove is provided with triangular groove, and groove scope is along the triangle of triangular groove
Limit expands, and the screw on sleeve does not hinder and connects being inserted in of ring.Connect ring internal diameter equal to outside sleeve
Footpath, connects the second raised line of the inwall of ring and the groove corresponding matching clamping of the outer wall of sleeve.
First pass through clamping rings by the inclinometer pipe installation of upper and lower part steel reinforcement cage, bottom deviational survey
Pipe makes its a pair interior groove line by steel reinforcement cage circle by rotation inclinometer pipe before hanging
The heart, fixes its direction by tightening the screw of three the first screws on annulus, but top deviational survey
Pipe not fixed-direction, can rotate；When reinforcing bar cage hoisting connects, under the inclinometer pipe of top
End, bottom inclinometer pipe upper end put a sleeve respectively, first on the sleeve of bottom inclinometer pipe
Load onto connection ring, make sleeve top enter and connect ring half length；When top inclinometer pipe is along with steel
Muscle cage is transferred, and moves closer to connect ring, by mobile steel reinforcement cage, rotates inclinometer pipe and makes top
The of the inwall connecting ring is had in the range of the triangular groove of the outer wall of the sleeve of inclinometer pipe bottom
Two raised lines；When transferring further, due to action of gravity, top inclinometer pipe can be outside sleeve
The triangular groove hypotenuse of the triangular groove of wall connects with the second raised line of the inwall being connected ring
Touch and guide lower rotation automatically, make groove and second raised line two parts couple completely；Then by top
Inclinometer pipe screws down fixed-direction by three the first screws on clamping rings, completes to survey
The docking of inclined tube.
The invention has the beneficial effects as follows: by action of gravity, make inclinometer pipe oblique with groove at raised line
Automatically rotating under the guiding on limit, favorably accomplish docking, the method is practical, easy.
In sum, the present invention be a kind of can two joints easy, docking inclinometer pipe smoothly and more than
Steel reinforcement cage deep basal pit inclinometer pipe docking facilities and using method thereof.
Accompanying drawing explanation
Fig. 1 is clamping rings front view of the present invention.
Fig. 2 is clamping rings upward view of the present invention.
Fig. 3 is tube-in-tube structure schematic diagram.
Fig. 4 is sleeve scheme of installation.
Fig. 5 is for connecting ring schematic diagram；
Fig. 6 is this invention three-dimensional effect diagram.
In figure:
1-clamping rings；The embedding folder of 2-opening reinforcing bar；3-screw；4-the first screw；5-inclinometer pipe；
6-sleeve；7-triangular groove hypotenuse；8-groove；9-the second screw；10-triangular groove；
11-connects ring；12-the first raised line；13-the second raised line.
Detailed description of the invention
Below in conjunction with the accompanying drawings the detailed description of the invention of the present invention is described in detail.
Seeing Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5 and Fig. 6, two joints and above steel reinforcement cage are deep
Pit inclinometer pipe docking facilities, is connected ring by organizing clamping rings 1, many group sleeves 6 and many groups more
11 compositions, often the internal diameter of group clamping rings 1 is slightly larger than the external diameter of inclinometer pipe 5, slightly smaller than deviational survey
The external diameter of the union joint of pipe 5 docking, the termination of clamping rings 1 is provided with the embedding folder of opening reinforcing bar 2,
The opening part of the embedding folder of opening reinforcing bar 2 is connected with screw 3, clamping rings 1 has three along week
To the first uniform screw 4；Often group sleeve 6 inwall be provided with a pair with the outer wall of inclinometer pipe 5
First raised line 12 of groove corresponding matching clamping, outer wall is provided with a pair groove 8, the end of groove 8
Portion is provided with triangular groove 10, and the internal diameter of sleeve 6 is equal to the external diameter of inclinometer pipe 5, sleeve 6
It is provided with three the second screws 9 being evenly distributed；Often group connects the internal diameter of ring 11 equal to sleeve
The external diameter of 6, the inwall connecting ring 11 is provided with the groove 8 corresponding matching card of the outer wall with sleeve 6
The second raised line 13 connect, connects ring 11 and is provided with fixed screw 14.
See Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5 and Fig. 6, below in conjunction with the accompanying drawings to this
Bright use procedure declaration is as follows:
Step 1, below the connecting cylinder of every inclinometer pipe 5, it is inserted in clamping rings 1, by deviational survey
Steel reinforcement cage put into by pipe 5, and choosing a reinforcing bar is fixture, and reinforcing bar is inserted by screw 3 of outwarding winding
In the embedding folder of opening reinforcing bar 2, then tighten screw 3 inclinometer pipe 5 is fixed；
Step 2, by step 1 inclinometer pipe 5 of upper and lower part steel reinforcement cage tied up and install into, under
Portion's steel reinforcement cage makes its a pair interior groove line pass through steel by rotation inclinometer pipe 5 before hanging
The muscle cage center of circle, the screw tightened on clamping rings 1 three the first screws 4 fixes its direction,
The inclinometer pipe 5 on top does not tighten the screw on the first screw 4 so that it is can rotate freely；
Step 3, when reinforcing bar cage hoisting connects, in the lower end of inclinometer pipe 5, the bottom on top
Inclinometer pipe 5 upper end each put a sleeve 6, make sleeve 6 end and inclinometer pipe 5 end
Portion flushes, and the screw tightened on the second screw 9 is fixed, and then loads onto on the sleeve 6 of bottom
Connect ring 11, make sleeve 6 top enter and connect ring 11 half length, tighten connection ring 11
On fixed screw 14 connection ring 11 is fixed on sleeve 6；
Step 4, the inclinometer pipe 5 on top are transferred along with steel reinforcement cage, move closer to connect ring 11,
Mobile steel reinforcement cage adjusts position, rotates the sleeve that inclinometer pipe 5 makes the bottom of top inclinometer pipe 5
Occurs connecting the second raised line 13 of ring 11 inwall in the range of the triangular groove 10 of 6 outer walls；
Step 5, transfer further after, the three of the outer wall of the sleeve 6 on the inclinometer pipe 5 on top
The triangular groove hypotenuse 7 of dihedral groove 10 can be with the second raised line 13 being connected ring 11 inwall
Contact, is fixing owing to connecting the second raised line 13 of ring 11 inwall, under gravity,
The inclinometer pipe 5 on top can connect the second raised line 13 and the triangular groove 10 of ring 11 inwall
Triangular groove hypotenuse 7 contact guidance under integral-rotation, the groove 8 of sleeve 6 outer wall by
Gradually couple with the second raised line 13, then tighten on three the first screws 4 on clamping rings 1
Screw fix top inclinometer pipe 5, complete the docking of inclinometer pipe 5.
When there being the above steel reinforcement cage of two joints, repeat the above steps.
Claims (5)
1. two save an above steel reinforcement cage deep basal pit inclinometer pipe docking facilities, by the fixing circle of many groups
Ring (1), organize sleeve (6) and many groups connect ring (11) composition more, it is characterized in that: often described in group
The internal diameter of clamping rings (1) is slightly larger than the external diameter of inclinometer pipe, the connection of slightly smaller than inclinometer pipe docking
The external diameter of head, the termination of described clamping rings (1) is provided with the embedding folder of opening reinforcing bar (2), described
The opening part of the embedding folder of opening reinforcing bar (2) is connected with screw (3), on described clamping rings (1)
It is provided with at least two the first screws (4)；Often organize described sleeve (6) inwall and be provided with a pair and deviational survey
First raised line (12) of the groove corresponding matching clamping of pipe outer wall, outer wall is provided with a pair groove (8),
The end of described groove (8) is provided with triangular groove (10), the internal diameter etc. of described sleeve (6)
In the external diameter of inclinometer pipe, described sleeve (6) is provided with at least two the 3rd screws (9)；Often group
The internal diameter of described connection ring (11) is equal to the external diameter of described sleeve (6), described connection ring
(11) inwall is provided with groove (8) the corresponding matching clamping of the outer wall with described sleeve (6)
Second raised line (13), described connection ring (11) is provided with fixed screw (14).
The most according to claim 1 two save above steel reinforcement cage deep basal pit inclinometer pipe to tipping
Put, it is characterized in that: described clamping rings (1) is provided with three the first spiral shells being evenly distributed
Hole (4).
The most according to claim 1 and 2 two save above steel reinforcement cage deep basal pit inclinometer pipe pair
Connection device, is characterized in that: described sleeve (6) is provided with three the second spiral shells being evenly distributed
Hole (9).
4. use the two above steel reinforcement cage deep basal pit inclinometer pipes of joint described in claim 1 to tipping
The method put, is characterized in that: comprise the steps:
Step 1, below the connecting cylinder of every inclinometer pipe, it is inserted in clamping rings, inclinometer pipe is put
Entering steel reinforcement cage, choosing a reinforcing bar is fixture, and opening reinforcing bar inserted by reinforcing bar by screw of outwarding winding
In embedding folder, then tighten screw inclinometer pipe is fixed；
Step 2, by step the inclinometer pipe of upper and lower part steel reinforcement cage tied up and install into, bottom steel
Muscle cage makes its a pair interior groove line pass through steel reinforcement cage by rotation inclinometer pipe before hanging
The center of circle, the screw tightened on clamping rings three the first screws fixes its direction, top
Inclinometer pipe does not tighten the screw on the first screw so that it is can rotate freely；
Step 3, when reinforcing bar cage hoisting connects, the lower end of the inclinometer pipe on top, bottom
Inclinometer pipe upper end each puts a sleeve, makes sleeve ends flush with inclinometer pipe end, twists
Screw on tight second screw is fixed, and then loads onto connection ring on the sleeve of bottom, makes sleeve
Top enters and connects ring half length, tightens the fixed screw connected on ring and is fixed on by connection ring
On sleeve；
Step 4, the inclinometer pipe on top are transferred along with steel reinforcement cage, move closer to connect ring, mobile
Steel reinforcement cage adjusts position, and rotation inclinometer pipe makes the three of the sleeve outer wall of the bottom of top inclinometer pipe
Occurs connecting the second raised line of ring inwall in the range of dihedral groove；
Step 5, transfer further after, the triangle of the outer wall of the sleeve on the inclinometer pipe on top
The triangular groove hypotenuse of groove can contact with the second raised line connecting ring inwall, owing to connecting ring
Second raised line of inwall is fixing, and under gravity, the inclinometer pipe on top can connect ring
Second raised line of inwall is overall with under the contact guidance of the triangular groove hypotenuse of triangular groove
Rotating, the groove of sleeve outer wall gradually couples with the second raised line, then tightens on clamping rings
Top inclinometer pipe fixed by screw on three the first screws, completes the docking of inclinometer pipe.
Use two the most according to claim 4 saves above steel reinforcement cage deep basal pit inclinometer pipe pair
The method of connection device, is characterized in that: when there being the above steel reinforcement cage of two joints, repeat the above steps
1-5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510365985.2A CN104878787B (en) | 2015-06-29 | 2015-06-29 | Two joint and above steel reinforcement cage deep basal pit inclinometer pipe docking facilities and usings method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510365985.2A CN104878787B (en) | 2015-06-29 | 2015-06-29 | Two joint and above steel reinforcement cage deep basal pit inclinometer pipe docking facilities and usings method thereof |
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| Publication Number | Publication Date |
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| CN104878787A CN104878787A (en) | 2015-09-02 |
| CN104878787B true CN104878787B (en) | 2016-08-10 |
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| CN201510365985.2A Active CN104878787B (en) | 2015-06-29 | 2015-06-29 | Two joint and above steel reinforcement cage deep basal pit inclinometer pipe docking facilities and usings method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105201026A (en) * | 2015-10-23 | 2015-12-30 | 沈阳建筑大学 | Device for connecting inclinometer pipe broken from root part |
| CN106770271B (en) * | 2017-01-24 | 2023-09-05 | 浙江工业大学 | Device for simply measuring water content |
| CN109900237A (en) * | 2017-12-11 | 2019-06-18 | 上海岩土工程勘察设计研究院有限公司 | A kind of more piece steel reinforcement cage ground wall deviational survey pipe connection and installation method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN101775819B (en) * | 2010-01-08 | 2011-08-17 | 北京工业大学 | Protective device for top of inclinometer pipe and protective method thereof |
| CN101793035B (en) * | 2010-01-08 | 2011-05-11 | 北京工业大学 | Device and method for clearing obstacles in inclination measuring pipe |
| KR101515344B1 (en) * | 2012-05-30 | 2015-04-27 | 최성희 | Reinforcing structure for phc pipe head |
| CN102776902B (en) * | 2012-07-11 | 2014-05-21 | 中国建筑第六工程局有限公司 | Binding method of inclinometer for measuring deformation of foundation pit enclosing structure |
| CN103981907A (en) * | 2014-05-27 | 2014-08-13 | 张文博 | Method for placing inclinometers in guard members of foundation pit |
| CN204112379U (en) * | 2014-10-17 | 2015-01-21 | 刘记帅 | Inclinometer pipe casing in supporting pile body |
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