CN206972265U - Shield launching steel pipe sheet bears ring support system - Google Patents
Shield launching steel pipe sheet bears ring support system Download PDFInfo
- Publication number
- CN206972265U CN206972265U CN201720649046.5U CN201720649046U CN206972265U CN 206972265 U CN206972265 U CN 206972265U CN 201720649046 U CN201720649046 U CN 201720649046U CN 206972265 U CN206972265 U CN 206972265U
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- ring
- endless tube
- tube piece
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- born
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Abstract
The utility model discloses a kind of shield launching steel pipe sheet to bear ring support system, solves existing negative ring concrete pipe sheet limited strength, and the problem of broken and damage easily occurs in the adjustment of negative ring support system and structure.In starting end head well（1）Rear end be fixedly installed reaction frame（2）, in reaction frame（2）Rear end face on be provided with diagonal brace（3）, in reaction frame（2）Front end face on be provided with the first semi-ring and bear endless tube piece（4）, endless tube piece is born in the first semi-ring（4）Leading flank on be provided with the second semi-ring and bear endless tube piece（5）, endless tube piece is born in the second semi-ring（5）Leading flank on be provided with the 3rd semi-ring and bear endless tube piece（6）, endless tube piece is born in the second semi-ring（5）Endless tube piece is born with the 3rd semi-ring（6）Between be provided with the 3rd semi-ring and bear endless tube piece（6）Semi-ring pose adjustment steel plate washer（16）.Deviation caused by negative endless tube piece axis and shield machine axis can be adjusted by a relatively large margin.
Description
Technical field
Set when the utility model is related to a kind of a kind of shield support system, more particularly to shield launching in starting well
Shield launching steel pipe sheet bear ring support system.
Background technology
The operation principle of shield machine is to promote the steel component of a cylinder along tunnel axis direction, while soil is entered
Row excavates.The housing of the cylinder component is shield, plays a part of temporary support to the also unlined Tunnel Section excavated,
Water And Earth Pressures around are born, and completely cut off underground water.The operations such as excavation, casting, lining cutting are carried out under the supporting of shield.On ground
In the iron shield launching stage, shield machine lifting is transferred into end well after the completion of the structural sections construction of End Shaft at Underground Metro Station
In, and reaction frame is established in end well, the negative ring of the first ring support, shield machine are first set up between reaction frame and shield machine shield tail
When originating driving, the jack apical grafting in shield machine makes shield machine integrally move forward on the side that the first ring supports negative ring
Certain distance, the jack in shield machine main body are retracted, and then, check whether shield machine driving axis is deposited with Tunnel Design axis
,, be to the second ring when the first ring supports the front of negative ring to carry out the assembly of the negative ring of the second ring support if deviation be present in deviation
The axis of the negative ring of support is adjusted, and after the negative ring cyclization of the second ring support, the jack in shield machine main body stretches out again, apical grafting
On the side that the second ring supports negative ring, shield machine is integrally continued to move along certain distance, shield is corrected in moving process
The driving axis of structure machine, makes it be consistent with Tunnel Design axis, so repeatedly, until shield machine shield tail enters tunnel portal
It is interior, so as to complete adjustment and the structure that shield launching steel pipe sheet bears ring support system.In whole negative member ring systems structure, existing skill
The negative ring of art forms closed loop, in the adjustment structure of negative ring support system using armored concrete prefabricated pipe section in end well
During building, due to concrete pipe sheet limited strength, broken and damage easily occurs in adjustment process, directly results in negative annulate shaft
The Adjustment precision of line is low and adjustment is difficult, has influence in follow-up tunneling process, the assembled quality of positive ring and the control of tunnel axis
System.In addition, when negative ring meets dismounting condition, dismantling concrete bears ring support section of jurisdiction, and broken, damage ask also easily occurs
Topic, the cycling and reutilization of next time is had influence on.
The content of the invention
The utility model provides a kind of shield launching steel pipe sheet and bears ring support system, solves existing negative ring concrete
Section of jurisdiction limited strength, broken and damage technical problem easily occurs in the adjustment of negative ring support system and structure.
The utility model is that solve above technical problem by the following technical programs：
A kind of shield launching steel pipe sheet bears ring support system, including starting end head well, is fixed in the rear end of starting end head well
Reaction frame is provided with, diagonal brace is provided with the rear end face of reaction frame, the first semi-ring is provided with the front end face of reaction frame and is born
Endless tube piece, born in the first semi-ring and the negative endless tube piece of the second semi-ring is provided with the leading flank of endless tube piece, endless tube piece is born in the second semi-ring
Leading flank on be provided with the 3rd semi-ring and bear endless tube piece, set between the second semi-ring bears endless tube piece and the 3rd semi-ring bears endless tube piece
There is the semi-ring pose adjustment steel plate washer that the 3rd semi-ring bears endless tube piece.
The second semi-ring bear be disposed with front side of endless tube piece the 3rd semi-ring bears endless tube piece, the 4th semi-ring bears endless tube piece,
5th semi-ring bears endless tube piece and the 6th semi-ring bears endless tube piece, and the first full ring is provided with the leading flank of the negative endless tube piece of the 6th semi-ring and is born
Endless tube piece, born in the first full ring and the second full ring is provided with endless tube piece leading flank bears endless tube piece, the first full ring bear endless tube piece with
Second full ring is provided with the full ring pose adjustment steel plate washer that the second full ring bears endless tube piece between bearing endless tube piece, and ring is born in the first full ring
Split heads shape support frame is provided between the trailing flank upper end of section of jurisdiction and reaction frame.
The utility model utilizes pose adjustment steel plate washer, and pad is connected between two adjacent negative ring steel tunnel segments, can larger amplitude
Deviation caused by the negative endless tube piece axis of degree regulation and shield machine axis, realizes shield machine and shield is remained during reach
The structure machine driving axis steel tunnel segment lighter in weight consistent and hollow with negative endless tube piece axis, it is easy to hang assembly and disassembly, can follow
Ring repeatedly utilizes, and effectively reduces construction cost, improves efficiency of construction, reduces construction risk.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Embodiment
The utility model is described in detail below in conjunction with the accompanying drawings：
A kind of shield launching steel pipe sheet bears ring support system, including starting end head well 1, consolidates in the rear end of starting end head well 1
Surely reaction frame 2 is provided with, diagonal brace 3 is provided with the rear end face of reaction frame 2, first is provided with the front end face of reaction frame 2
Semi-ring bears endless tube piece 4, is born in the first semi-ring and the negative endless tube piece 5 of the second semi-ring is provided with the leading flank of endless tube piece 4, in the second semi-ring
The 3rd semi-ring is provided with the leading flank of negative endless tube piece 5 and bears endless tube piece 6, bears endless tube piece 5 in the second semi-ring and the 3rd semi-ring bears ring
The semi-ring pose adjustment steel plate washer 16 that the 3rd semi-ring bears endless tube piece 6 is provided between section of jurisdiction 6.
The front side that endless tube piece 5 is born in the second semi-ring is disposed with the negative endless tube piece 6 of the 3rd semi-ring, the negative endless tube piece of the 4th semi-ring
7th, the 5th semi-ring bears endless tube piece 8 and the 6th semi-ring bears endless tube piece 9, and the 6th semi-ring is born and is provided with first on the leading flank of endless tube piece 9
Full ring bears endless tube piece 10, and being provided with the second full ring on the first full negative leading flank of endless tube piece 10 of ring bears endless tube piece 11, full first
Ring is born between 10 and second full ring of endless tube piece bears endless tube piece 11 and is provided with the full ring pose adjustment steel that the second full ring bears endless tube piece 11
Pad 17, born in the first full ring and be provided with split heads shape support frame 15 between the trailing flank upper end of endless tube piece 10 and reaction frame 2.
The upper end of reaction frame 2 relies on upper shape steel support 18 together with the apical grafting of plate in station 19, the lower end of reaction frame 2 according to
The lower shape steel support 20 of support is together with the apical grafting of station bottom plate 21, and reaction frame 2 provides the initial counter-force of shield launching, by first
Semi-ring bears endless tube piece 4 and is transported to shield tail, and shield assembling machine carries out the first semi-ring and bears the assembly of endless tube piece 4, after the completion of assembled, on shield machine
Jack stretch out, the first semi-ring is born into the apical grafting of endless tube piece 4 to reaction frame 2, the second semi-ring is born into endless tube piece 5 is transported to shield tail,
The assembled successively and semi-ring of apical grafting second bears every a piece of section of jurisdiction on endless tube piece 5, after the completion of shield machine push ahead a ring, measure
Whether the axis after shield machine reach bears the axis of endless tube piece 5 with the second semi-ring overlaps, if misaligned, calculating offset, and according to
Offset determines the thickness and set location of semi-ring pose adjustment steel plate washer 16, the semi-ring pose adjustment steel pad of thickness will be determined
Piece 16 is attached on the correspondence position that the second semi-ring is born on the leading flank of endless tube piece 5, then carries out the spelling that the 3rd semi-ring bears endless tube piece 6
Dress, above-mentioned steps are repeated in until the 6th semi-ring bears the assembly of endless tube piece 9；The front side of endless tube piece 9 is born in the 6th semi-ring successively
The full ring of assembly first bears the full ring of the negative endless tube piece the 11, the 3rd of the completely ring of endless tube piece 10, second and bears the negative endless tube piece of the full ring of endless tube piece the 12, the 4th
13 and endless tube piece 14 is originated, during assembly, determine whether the axis after shield machine reach with previous full ring bears ring respectively
Section of jurisdiction axis overlaps, if misaligned, calculates offset, and according to offset determine the thickness of full ring pose adjustment steel plate washer 17 with
Set location, the full ring pose adjustment steel plate washer 17 that thickness is determined is attached to previous full ring and born on endless tube piece leading flank
On correspondence position, the assembly of next full ring is then carried out again, it is hollow steel that semi-ring, which bears endless tube piece and the negative endless tube piece of full ring,
Section of jurisdiction.
Claims (2)
1. a kind of shield launching steel pipe sheet bears ring support system, including starting end head well（1）, in starting end head well（1）Rear end
It is fixedly installed reaction frame（2）, in reaction frame（2）Rear end face on be provided with diagonal brace（3）, in reaction frame（2）Front end face on
It is provided with the first semi-ring and bears endless tube piece（4）, it is characterised in that bear endless tube piece in the first semi-ring（4）Leading flank on be provided with
Two semi-rings bear endless tube piece（5）, endless tube piece is born in the second semi-ring（5）Leading flank on be provided with the 3rd semi-ring and bear endless tube piece（6）,
Second semi-ring bears endless tube piece（5）Endless tube piece is born with the 3rd semi-ring（6）Between be provided with the 3rd semi-ring and bear endless tube piece（6）Semi-ring appearance
State adjusts steel plate washer（16）.
2. a kind of shield launching steel pipe sheet according to claim 1 bears ring support system, it is characterised in that in the second semi-ring
Negative endless tube piece（5）Front side be disposed with the 3rd semi-ring and bear endless tube piece（6）, the 4th semi-ring bear endless tube piece（7）, the 5th semi-ring bears
Endless tube piece（8）Endless tube piece is born with the 6th semi-ring（9）, the negative endless tube piece of the 6th semi-ring（9）Leading flank on be provided with the first full ring and bear
Endless tube piece（10）, endless tube piece is born in the first full ring（10）The second full ring is provided with leading flank and bears endless tube piece（11）, it is full first
Ring bears endless tube piece（10）Endless tube piece is born with the second full ring（11）Between be provided with the second full ring and bear endless tube piece（11）Full ring posture
Adjust steel plate washer（17）, endless tube piece is born in the first full ring（10）Trailing flank upper end and reaction frame（2）Between be provided with split heads shape
Support frame（15）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720649046.5U CN206972265U (en) | 2017-06-06 | 2017-06-06 | Shield launching steel pipe sheet bears ring support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720649046.5U CN206972265U (en) | 2017-06-06 | 2017-06-06 | Shield launching steel pipe sheet bears ring support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206972265U true CN206972265U (en) | 2018-02-06 |
Family
ID=61411490
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720649046.5U Active CN206972265U (en) | 2017-06-06 | 2017-06-06 | Shield launching steel pipe sheet bears ring support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206972265U (en) |
-
2017
- 2017-06-06 CN CN201720649046.5U patent/CN206972265U/en active Active
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| GR01 | Patent grant |