It is a kind of list cabin and more cabin steel pipes corridor and concrete pipe gallery connection structure
Technical field
The present invention relates to field of civil engineering, the connection knot of specifically a kind of list cabin and more cabin steel pipes corridor and concrete pipe gallery
Structure.
Background technique
Underground pipe gallery is managed as a kind of and efficient pipeline paving mode, has been pushed away extensively in China
Extensively.Prefabricated assembled steel pipe corridor as a kind of novel underground pipe gallery, have many advantages, such as rigidity greatly, low cost, short time limit,
However, the underground pipe gallery that China's construction at present is completed mostly is traditional concrete pipe gallery.Newly-built prefabricated assembled steel
How piping lane section connect with existing concrete pipe gallery section, has become urgent problem to be solved in engineering construction.
Summary of the invention
Present invention seek to address that existing steel pipe corridor connect difficult technical problem with concrete pipe gallery.For this purpose, the present invention mentions
The connection structure in a kind of single cabin and more cabin steel pipes corridor and concrete pipe gallery out.
The technical solution adopted by the present invention to solve the technical problems is:
A kind of connection structure of list cabin steel pipe corridor and concrete pipe gallery, is connected by bottom plate bindiny mechanism, side wall bindiny mechanism and top plate
Connection mechanism composition;The bottom plate bindiny mechanism includes the first corrugated steel and casts in the first of concrete pipe gallery bottom end face and hold
Oral area, first faucet part are located at the radially outer of concrete pipe gallery bottom end face and axial evagination, first corrugated steel
One end of plate and single cabin steel pipe corridor bottom end face be connected, the inner radial of the other end and concrete pipe gallery bottom end face is connected, institute
It states and is cast with the first concrete layer on the outside of single cabin steel pipe corridor bottom, the outside of single cabin steel pipe corridor bottom passes through first coagulation
Soil layer is supported on the first faucet part;The side wall bindiny mechanism includes the second corrugated steel and casts in concrete pipe gallery side
Second faucet part of end face, second faucet part are located at the radially outer of concrete pipe gallery side end face and axial evagination, institute
The one end and single cabin steel pipe corridor side end face for stating the second corrugated steel be connected, the radial direction of the other end and concrete pipe gallery side end face
Inside is connected, and is cast with the second concrete layer on the outside of the list cabin steel pipe corridor side, two sides of single cabin steel pipe corridor it is outer
Side all passes through second concrete layer and is supported on the second faucet part;The top plate bindiny mechanism include third corrugated steel and
The third faucet part of concrete pipe gallery top end surface is cast in, the third faucet part is located at the diameter of concrete pipe gallery top end surface
To external and axial evagination, one end of the third corrugated steel and single cabin steel pipe corridor top end surface be connected, the other end and coagulation
The inner radial of native piping lane top end surface is connected, and the outside at the top of the list cabin steel pipe corridor is cast with third concrete layer, single cabin
Outside at the top of steel pipe corridor is supported on third faucet part by the third concrete layer.
Further, the 4th concrete layer, the 4th concrete layer are cast on the inside of single cabin steel pipe corridor bottom
Upper surface be set as horizontal plane and flushed with the upper base surface of concrete pipe gallery.
Further, first corrugated steel, the second corrugated steel, third corrugated steel both ends all bendings and pass through
Bolt is screwed to fix respectively in single cabin steel pipe corridor end face and concrete pipe gallery end face.
Further, the wave height of first corrugated steel, the second corrugated steel and third corrugated steel is smaller than
12.5cm, corrugation pitch are all less than 37.5 cm, and steel plate thickness is all less than 5 cm.
A kind of connection structure of more cabin steel pipes corridor and concrete pipe gallery, by bottom plate bindiny mechanism, side wall bindiny mechanism, interval
Wall connection structure and top plate bindiny mechanism composition, each cabin of more cabin steel pipes corridor all use above-mentioned bottom plate bindiny mechanism and top
Plate bindiny mechanism connect with concrete pipe gallery, and the left and right sides portion of more cabin steel pipes corridor passes through above-mentioned side wall bindiny mechanism and coagulation
Native piping lane connects, and the part between the adjacent cabin of more cabin steel pipes corridor is connect by mid-board connection structure with concrete pipe gallery,
The mid-board connection structure includes two respectively to connect the 4th corrugated steel of adjacent compartment body wall, the 4th corrugated steel
Be connected more cabin steel pipes corridor end face, the other end of plate one end is connected the mid-board of concrete pipe gallery, the adjacent cabin of more cabin steel pipes corridor it
Between be filled with the 5th concrete layer.
Further, the inside of the bottom of each cabin in more cabin steel pipes corridor is all cast with the 4th concrete layer, described
The upper surface of 4th concrete layer is set as horizontal plane and flushes with the upper base surface of concrete pipe gallery.
Further, first corrugated steel, the second corrugated steel, third corrugated steel both ends all bendings and pass through
Bolt is screwed to fix respectively in more cabin steel pipes corridor end face and concrete pipe gallery end face.
Further, the wave of first corrugated steel, the second corrugated steel, third corrugated steel and the 4th corrugated steel tube
Line height is smaller than 12.5cm, and corrugation pitch is all less than 37.5 cm, and steel plate thickness is smaller than 5 cm.
The beneficial effects of the present invention are: the present invention provides a kind of connection knot for single cabin steel pipe corridor and concrete pipe gallery
Structure has good compatibility of deformation ability, while can effectively constrain the position of single cabin steel pipe corridor and concrete pipe gallery junction
Deformation is moved, reduces the influence for ambient enviroment to the full extent, existing single cabin steel pipe corridor is solved and concrete pipe gallery connects
Connect difficult technical problem;The present invention also provides a kind of connection structures for more cabin steel pipes corridor and concrete pipe gallery, have
Good compatibility of deformation ability, while the displacement deformation of more cabin steel pipes corridor and concrete pipe gallery junction can be effectively constrained,
The influence for ambient enviroment is reduced to the full extent, is solved existing more cabin steel pipes corridor and is connect difficulty with concrete pipe gallery
Technical problem.
Detailed description of the invention
Fig. 1 is overall structure diagram of the invention (without concrete pipe gallery);
Fig. 2 is the structural schematic diagram of side wall bindiny mechanism of the invention (Section A-A position);
Fig. 3 is the structural schematic diagram of bottom plate bindiny mechanism of the invention (section B-B position);
Fig. 4 is the structural schematic diagram of top plate bindiny mechanism of the invention (sectional position C-C);
Fig. 5 is the structural schematic diagram of mid-board bindiny mechanism of the invention (sectional position D-D).
Specific embodiment
Referring to figs. 1 to Fig. 4, the connection structure in of the invention a kind of single cabin and more cabin steel pipes corridor and concrete pipe gallery, the bottom of by
Plate bindiny mechanism 1, side wall bindiny mechanism 2 and top plate bindiny mechanism 3 form;The bottom plate bindiny mechanism 1 includes the first corrugated steel
Plate 11 and the first faucet part 12 for casting in 5 bottom end face of concrete pipe gallery, first faucet part 12 are located at concrete pipe gallery 5
The radially outer of bottom end face and axial evagination, one end of first corrugated steel 11 and 4 bottom end face of single cabin steel pipe corridor are solid
Even, the inner radial of 5 bottom end face of the other end and concrete pipe gallery is connected, and is cast on the outside of 4 bottom of list cabin steel pipe corridor
The outside of first concrete layer 13,4 bottom of single cabin steel pipe corridor is supported on the first faucet part 12 by first concrete layer 13
On;The side wall bindiny mechanism 2 includes the second corrugated steel 21 and the second faucet part for casting in 5 side end face of concrete pipe gallery
22, second faucet part 22 is located at the radially outer of 5 side end face of concrete pipe gallery and axial evagination, second corrugated steel
One end of plate 21 and 4 side end face of single cabin steel pipe corridor are connected, the inner radial of 5 side end face of the other end and concrete pipe gallery is solid
Even, the second concrete layer 23, the outside of two sides of single cabin steel pipe corridor 4 are cast on the outside of 4 side of list cabin steel pipe corridor
All it is supported on the second faucet part 22 by second concrete layer 23;The top plate bindiny mechanism 3 includes third corrugated steel
Plate 31 and the third faucet part 32 for casting in 5 top end surface of concrete pipe gallery, the third faucet part 32 are located at concrete pipe gallery 5
The radially outer of top end surface and axial evagination, one end of the third corrugated steel 31 and 4 top end surface of single cabin steel pipe corridor are solid
Even, the inner radial of 5 top end surface of the other end and concrete pipe gallery is connected, and the outside at 4 top of list cabin steel pipe corridor is cast with
The outside of third concrete layer 33,4 top of single cabin steel pipe corridor is supported on third faucet part 32 by the third concrete layer 33
On.End face is radially divided by the inner radial of concrete pipe gallery end face, that is, end face inner ring here, radially outer, that is, end face outer ring
Radially outer and inner radial two parts.In use, passing through ripple in the end insertion faucet part of single cabin steel pipe corridor 4
Steel plate realizes the connection of an end face of single cabin steel pipe corridor 4 and the end face of concrete pipe gallery 5, then in the outer of single cabin steel pipe corridor 4
Wall casting concrete layer is supported on the outer wall of single cabin steel pipe corridor 4 on faucet part.Faucet part is to radial limit, corrugated steel
Plate realizes the connection of axial upper steel pipe corridor and concrete pipe gallery, and due to the architectural characteristic of corrugated steel, the connection for the two is mentioned
For certain compatibility of deformation ability, the stability of whole device is improved.
Further, the 4th concrete layer 14, the 4th concrete are cast on the inside of 4 bottom of single cabin steel pipe corridor
The upper surface of layer 14 is set as horizontal plane and flushes with the upper base surface of concrete pipe gallery 5.4th concrete layer 14 reduces
The center of gravity of entire steel pipe corridor, further improves whole device structural stability.Horizontal plane facilitates the walking of operator.
As a kind of preferred fixed form of corrugated steel, first corrugated steel 11, the second corrugated steel 21, third
It all bendings of the both ends of corrugated steel 31 and is screwed to fix respectively at 4 end face of single cabin steel pipe corridor and 5 end of concrete pipe gallery by bolt
Face.
Further, the wave height of first corrugated steel 11, the second corrugated steel 21 and third corrugated steel 31
Smaller than 12.5cm, corrugation pitch are all less than 37.5 cm, and steel plate thickness is all less than 5 cm.This is probed into through overtesting
Preferred size out, the corrugated steel compatibility of deformation ability for meeting the requirement of this size are more preferable.
Referring to figs. 1 to Fig. 5, a kind of connection structure of more cabin steel pipes corridor and concrete pipe gallery, by bottom plate bindiny mechanism 1, side
Wall bindiny mechanism 2, mid-board connection structure 6 and top plate bindiny mechanism 3 form, and each cabin of more cabin steel pipes corridor 7 all uses
The bottom plate bindiny mechanism 1(stated is i.e.: the bottom plate bindiny mechanism 1 includes the first corrugated steel 11 and casts in 5 bottom of concrete pipe gallery
First faucet part 12 of end surface, first faucet part 12 are located at the radially outer and axial direction of 5 bottom end face of concrete pipe gallery
Evagination, one end of first corrugated steel 11 and 4 bottom end face of single cabin steel pipe corridor be connected, 5 bottom of the other end and concrete pipe gallery
The inner radial of end surface is connected, and is cast with the first concrete layer 13, single cabin steel pipe corridor on the outside of 4 bottom of list cabin steel pipe corridor
The outside of 4 bottoms is supported on the first faucet part 12 by first concrete layer 13) and top plate bindiny mechanism 3(is i.e.: it is described
Top plate bindiny mechanism 3 includes third corrugated steel 31 and the third faucet part 32 for casting in 5 top end surface of concrete pipe gallery, described
Third faucet part 32 is located at the radially outer of 5 top end surface of concrete pipe gallery and axial evagination, the third corrugated steel 31
One end and 4 top end surface of single cabin steel pipe corridor are connected, the inner radial of 5 top end surface of the other end and concrete pipe gallery is connected, described
The outside at 4 top of single cabin steel pipe corridor is cast with third concrete layer 33, and the outside at 4 top of single cabin steel pipe corridor is mixed by the third
Solidifying soil layer 33 is supported on third faucet part 32) it is connect with concrete pipe gallery 5, the left and right sides portion of more cabin steel pipes corridor 7 passes through upper
The side wall bindiny mechanism 2(stated is i.e.: the side wall bindiny mechanism 2 includes the second corrugated steel 21 and casts in 5 side of concrete pipe gallery
Second faucet part 22 of end surface, second faucet part 22 are located at the radially outer and axial direction of 5 side end face of concrete pipe gallery
Evagination, one end of second corrugated steel 21 and 4 side end face of single cabin steel pipe corridor be connected, 5 side of the other end and concrete pipe gallery
The inner radial of end surface is connected, and is cast with the second concrete layer 23, single cabin steel pipe corridor on the outside of 4 side of list cabin steel pipe corridor
The outside of 4 two sides all passes through second concrete layer 23 and is supported on the second faucet part 22) connect with concrete pipe gallery 5
Connect, the part between the adjacent cabin of more cabin steel pipes corridor 7 is connect by mid-board connection structure 6 with concrete pipe gallery 5, it is described in
Partition wall connection structure 6 includes two respectively to connect the 4th corrugated steel 61 of adjacent compartment body wall, the 4th corrugated steel
61 one end be connected 7 end face of more cabin steel pipes corridor, the other end be connected concrete pipe gallery 5 mid-board, the adjacent cabin of more cabin steel pipes corridor 7
Between be filled with the 5th concrete layer 62.In use, more cabin steel pipes corridor 7 is inserted into faucet part, steel pipe is realized by corrugated steel
The 5th concrete layer 62 is filled in the connection of corridor and concrete pipe gallery between the adjacent cabin of more cabin steel pipes corridor 7.Faucet part and
Limit of five concrete layers 62 to radial direction, the connection of corrugated steel realization axial upper steel pipe corridor and concrete pipe gallery, and due to
The architectural characteristic of corrugated steel, the connection for the two provide certain compatibility of deformation ability, improve the stability of whole device.
Further, the inside of the bottom of each cabin in more cabin steel pipes corridor 7 is all cast with the 4th concrete layer 14, institute
The upper surface for stating the 4th concrete layer 14 is set as horizontal plane and flushes with the upper base surface of concrete pipe gallery 5.4th coagulation
Soil layer 14 reduces the center of gravity of entire steel pipe corridor, further improves whole device structural stability.Horizontal plane facilitates operator
The walking of member.
As a kind of preferred fixed form of corrugated steel, first corrugated steel 11, the second corrugated steel 21, third
It all bendings of the both ends of corrugated steel 31 and is screwed to fix respectively at 7 end face of more cabin steel pipes corridor and 5 end of concrete pipe gallery by bolt
Face.
Further, first corrugated steel 11, the second corrugated steel 21, third corrugated steel 31 and the 4th corrugated steel
The wave height of pipe is smaller than 12.5cm, and corrugation pitch is all less than 37.5 cm, and steel plate thickness is smaller than 5 cm.This be by
The preferred size obtained is probed into test, and the corrugated steel compatibility of deformation ability for meeting the requirement of this size is more preferable.
The above specific structure and dimension data are to be illustrated to presently preferred embodiments of the present invention, but the present invention creates
It makes and is not limited to the specific embodiments, those skilled in the art can also make kind on the premise of without prejudice to spirit of the invention
The equivalent deformation or replacement of kind, these equivalent deformations or replacement are all included in the scope defined by the claims of the present application.