CN206815379U - One kind assembling superposed type pipe gallery - Google Patents
One kind assembling superposed type pipe gallery Download PDFInfo
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- CN206815379U CN206815379U CN201720371950.4U CN201720371950U CN206815379U CN 206815379 U CN206815379 U CN 206815379U CN 201720371950 U CN201720371950 U CN 201720371950U CN 206815379 U CN206815379 U CN 206815379U
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- plate
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- bottom plate
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- superposed type
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Abstract
One kind assembling superposed type pipe gallery, piping lane are made up of side wall, interior wall, top plate, bottom plate, wherein, the composite bed of bottom plate is from top to bottom followed successively by precoated plate layer, cast-in-place self-compaction reinforced concrete floor, precoated plate layer, cast-in-place self-compacting concrete pad composition；Steam vent is respectively equipped with two precoated plate layers in bottom plate combined layer, underlying precoated plate layer is provided with some insertions and stitched in two precoated plate layers, the insertion seam of wherein at least one is additionally provided with several adjusting meanss for being used to adjust plate top surface absolute altitude below the underface of interior wall, bottom plate；The advantages of structure is：One-time-concreting shaping can be once assembled, construction speed block, difficulty of construction is low, builds that overall intensity is good, quality is good.
Description
Technical field
The utility model provides a kind of assembling superposed type pipe gallery.
Background technology
Assembling superposed type pipe gallery has the advantages of convenient, efficient, inexpensive, wide in urban construction and transformation process
General application, it is the basis for supporting integrated member to assemble the superposed type bottom plate in superposed type pipe gallery, in the structure, it is desirable to overlap
It should be bonded between formula bottom plate and the working lining (being made up of successively basal layer, waterproof layer, protective layer from bottom to up) on ground closely,
The bearing stress of superposed type bottom plate is set to be evenly distributed, it is ensured that integrally-built intensity, also to require (the superposed type bottom plate of ground in piping lane
Upper surface) it is smooth, so, the processing to working lining flatness is particularly important, existing assembling superposed type pipe gallery
In construction, in order to improve the compactness of superposed type bottom plate and working lining, generally use two ways：
One kind is：Ground is poured into basal layer to surfacing, waterproof layer is first done on basal layer, then done on waterproof layer
Good protective layer, working lining is formed, lift the installation position on superposed type bottom plate to working lining, the superposed type bottom plate used is by steel reinforcement cage
Formed with lower prefabricated board, reserve boxing after anchor bar, first pour superposed type bottom plate to specified absolute altitude, treat that superposed type bottom plate reaches
After strength of mould stripping, assembling superposed type side wall, superposed type interior wall, superposed type top plate, then it is to pour conveniently to pour to shaping, advantage,
Easy to control the quality, the superposed type plate upper surface of cast-in-place shaping is smooth；Shortcoming is：Because work is located in superposed type bottom plate lower surface
On layer, so requiring very high to the surface smoothness of working lining, the construction difficulty of construction of working lining is very big, and efficiency is low, and piping lane is
Secondary pouring molding, cause construction speed slower.
It is for second：Ground is poured into basal layer to surfacing, elder generation waterproof layer is done on basal layer, then on waterproof layer
Protective layer is carried out, forms working lining, lifts the installation position on superposed type bottom plate to working lining, the superposed type bottom plate used is by reinforcing bar
Cage and upper prefabricated board are formed, and reserve boxing after anchor bar, to superposed type bottom plate lower section casting concrete to tamping, wait to overlap
After formula bottom plate reaches strength of mould stripping, assembling superposed type side wall, superposed type interior wall, superposed type top plate, pour again to shaping, advantage
It is：Superposed type plate upper surface is prefabricated board, can make piping lane Land leveling, and bottom is that in-situ layer and working lining compactness are good；Lack
Putting is：And because superposed type plate upper surface is prefabricated board, during casting concrete buoyancy can be produced to superposed type bottom plate, easily make
Superposed type bottom plate produces displacement or deformation, it is necessary to which weight is pressed on superposed type bottom plate carries out anti-floating, and the carrying of weight needs to move
Manually and equipment, and this method or secondary pouring molding, construction speed are slow.
The content of the invention
The purpose of this utility model is to provide a kind of assembling superposed type pipe gallery, can improve construction speed, reduce construction
Difficulty, people's force-summing device is saved, the assembling superposed type pipe gallery intensity built is good, quality is good.
The technical solution of the utility model is：One kind assembling superposed type pipe gallery, including side wall (1), interior wall (4), top
The top of plate (2), bottom plate (3), side wall and interior wall is connected with top plate, and the bottom of side wall and interior wall is connected with bottom plate, and its feature exists
In：Described side wall, interior wall, top plate, bottom plate are lamination layer structures, wherein, the composite bed of top plate is from top to bottom followed successively by existing
Pour self-compaction reinforced concrete floor (6), precoated plate layer (5)；Side wall, the composite bed of interior wall be followed successively by precoated plate layer (5), it is cast-in-place from
Closely knit reinforced concrete floor (6), precoated plate layer (5)；The composite bed of bottom plate be from top to bottom followed successively by precoated plate layer (5), it is cast-in-place from
Closely knit reinforced concrete floor (6), precoated plate layer (5), cast-in-place self-compacting concrete bed course (8)；Each cast-in-place self-compaction reinforced concrete
Soil layer and described cast-in-place self-compacting concrete bed course are formed by integrally casting molding structures；Two prefabricated boards in the bottom plate combined layer
Steam vent (10) is respectively equipped with layer, underlying precoated plate layer is provided with some insertion seams (9) in two precoated plate layers, its
In at least one insertion seam positioned at the underface of interior wall, several are additionally provided with below bottom plate and is used to adjust plate top surface absolute altitude
Adjusting means (7).
The utility model has the advantages that：Superposed type bottom plate is adjusted to specified absolute altitude, drop by adjusting cushion block or regulation bearing
Low working lining builds difficulty, has saved the engineering time, and when pouring, concrete injects from superposed type side wall and superposed type interior wall,
Lower prefabricated board is flowed into being formed in the space of waterproof interlayer by the steam vent in superposed type bottom plate on lower prefabricated board and insertion seam
Cast-in-place self-compaction bed course, the cast-in-place self-compaction bed course is bonded with waterproof layer closely, makes the bearing stress of superposed type bottom plate be distributed
Even, the cast-in-place self-compaction bed course instead of the protective layer in conventional art, and with continuously pouring, concrete grout progressively tamps folded
Box-like bottom plate, superposed type side wall, superposed type interior wall, superposed type top plate, it is plastic using one-time-concreting is once assembled, contracts significantly
The short construction-time of piping lane, because superposed type bottom plate has upper and lower prefabricated board, and poured, therefore had after overall assembling
There is anti-floating, save manpower, equipment and man-hour, be molded using one-time-concreting, its integrally-built intensity is good, quality is good, makes dress
Continuous entirety is formed in piping lane tunneling boring with superposed type piping lane cast in situs part, improves integrally-built waterproof effect, is saved
The use of steel plate for sealing water is saved.
Brief description of the drawings
Fig. 1 is a kind of structural representation for assembling superposed type pipe gallery of the utility model；
1 side wall, 2 top plates, 3 bottom plates, 4 interior walls, 5 precoated plate layers, 6 cast-in-place self-compaction reinforced concrete floors, 7 regulation dresses in figure
Put, 8 cast-in-place self-compacting concrete bed courses, 9 insertion seams, 10 steam vents, 11 protective layers, 12 waterproof layers, 13 basal layers.
Embodiment
The top of one kind assembling superposed type pipe gallery, including side wall 1, interior wall 4, top plate 2, bottom plate 3, side wall and interior wall with
Top plate is connected, and the bottom of side wall and interior wall is connected with bottom plate, and described side wall, interior wall, top plate, bottom plate are lamination layer structures,
Wherein, the composite bed of top plate is from top to bottom followed successively by cast-in-place self-compaction reinforced concrete floor 6, precoated plate layer 5；Side wall, interior wall
Composite bed is followed successively by precoated plate layer 5, cast-in-place self-compaction reinforced concrete floor 6, precoated plate layer 5；The composite bed of bottom plate is from top to bottom
It is followed successively by precoated plate layer 5, cast-in-place self-compaction reinforced concrete floor 6, precoated plate layer 5, cast-in-place self-compacting concrete bed course 8；It is each existing
It is formed by integrally casting molding structure that self-compaction reinforced concrete floor, which is poured, with described cast-in-place self-compacting concrete bed course；The bottom plate is answered
Close and steam vent 10 is respectively equipped with two precoated plate layers in layer, underlying precoated plate layer is provided with some in two precoated plate layers
Bar insertion seam 9, the insertion seam of wherein at least one are additionally provided with several below the underface of interior wall, bottom plate and are used to adjust
The adjusting means 7 of plate top surface absolute altitude.Described adjusting means is regulating block or adjusts bearing, and the regulative mode of regulating block is：
The upper plane for first adjusting each group cushion block with level meter is assembled on cushion block to same level, then by superposed type bottom plate；Adjust bearing
Regulative mode be：First arrangement regulation bearing, superposed type bottom plate is assembled on regulation bearing, by level meter, adjusts each
The height of seat, makes superposed type bottom plate to level.
The method for building a kind of above-mentioned superposed type pipe gallery, has steps of：
1 prefabricated superimposed sheet：
1., first prepare the mould of prefabricated superimposed sheet, the steel reinforcement cage tied up is put into the pre-buried position specified in mould, Xiang Mo
Casting concrete is to the design thickness of single-side prefabrication plate in tool, and steam test maintenance concrete, form removal, obtain single-side prefabrication plate and part is naked
The steel reinforcement cage of dew, turn-over after single-side prefabrication plate is sling, make steel reinforcement cage downwards, casting concrete is to designing thickness into mould
Degree, the single-side prefabrication plate sling is fallen in the mould of casting concrete, steel reinforcement cage is combined with casting concrete, steam test maintenance mixes
Solidifying soil, form removal, the middle two-sided superimposed sheet connected by steel reinforcement cage is obtained, superposed type bottom plate, superposed type side are precast with this method
Wall, superposed type interior wall；
2., first prepare the mould of prefabricated superimposed sheet, the pre-buried position steel reinforcement cage tied up being put into mould, into mould
Casting concrete steam test maintenance concrete, form removal, obtains one side closing, another side is reinforcing bar to the design thickness of single-side prefabrication plate
The one side buck plate of cage, superposed type top plate is made with this method；
2 laying superposed type bottom plates：After field ground pours basal layer 13, waterproof layer is done on basal layer, forms working lining,
Or, waterproof layer 12 is done on basal layer, then protective layer 11 is done on waterproof layer, forms working lining, by superposed type bottom plate lift to
Installation position on working lining, superposed type bottom plate is adjusted to designed elevation with adjusting means；
3 assemblings：Assembled according to a conventional method on superposed type bottom plate superposed type side wall, superposed type interior wall and superposed type top plate,
Armpit angle is installed, wherein, the steel reinforcement cage of superposed type top plate is towards top；
4 pour：Into superposed type side wall and superposed type interior wall in continuous placing self-compacting concrete to superposed type bottom plate and
Below superposed type bottom plate, the cast-in-place self-compacting concrete bed course and cast-in-place self-compaction armored concrete that are formed in superposed type bottom plate
Layer, when the steam vent above superposed type bottom plate has concrete grout spilling, closed grate hole, persistently pour to superposed type side wall and
Superposed type interior wall tamps, the cast-in-place self-compaction reinforced concrete floor formed in side wall composite bed and interior wall composite bed, then persistently pours
Superposed type top plate is built to specified absolute altitude, the cast-in-place self-compaction reinforced concrete floor formed in top plate composite bed；
5 maintenances：Conserve according to a conventional method, obtain a kind of assembling superposed type pipe gallery.
Claims (1)
1. one kind assembling superposed type pipe gallery, including side wall (1), interior wall (4), top plate (2), bottom plate (3), side wall and interior wall
Top is connected with top plate, and the bottom of side wall and interior wall is connected with bottom plate, it is characterised in that：Described side wall, interior wall, top plate, bottom
Plate is lamination layer structure, wherein, the composite bed of top plate is from top to bottom followed successively by cast-in-place self-compaction reinforced concrete floor (6), pre-
Making sheet layer (5)；Side wall, the composite bed of interior wall are followed successively by precoated plate layer (5), cast-in-place self-compaction reinforced concrete floor (6), prefabricated board
Layer (5)；The composite bed of bottom plate is from top to bottom followed successively by precoated plate layer (5), cast-in-place self-compaction reinforced concrete floor (6), prefabricated board
Layer (5), cast-in-place self-compacting concrete bed course (8)；Each cast-in-place self-compaction reinforced concrete floor and described cast-in-place self-compaction coagulation
Soil padding is formed by integrally casting molding structure；It is respectively equipped with steam vent (10) on two precoated plate layers in the bottom plate combined layer, two
Underlying precoated plate layer is provided with some insertions and stitches (9) in precoated plate layer, and the insertion seam of wherein at least one is positioned at interior
The underface of wall, several adjusting meanss (7) for being used to adjust plate top surface absolute altitude are additionally provided with below bottom plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720371950.4U CN206815379U (en) | 2017-04-11 | 2017-04-11 | One kind assembling superposed type pipe gallery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720371950.4U CN206815379U (en) | 2017-04-11 | 2017-04-11 | One kind assembling superposed type pipe gallery |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206815379U true CN206815379U (en) | 2017-12-29 |
Family
ID=60752551
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720371950.4U Withdrawn - After Issue CN206815379U (en) | 2017-04-11 | 2017-04-11 | One kind assembling superposed type pipe gallery |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206815379U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894445A (en) * | 2017-04-11 | 2017-06-27 | 吉林森煌建筑材料集团有限公司 | One kind assembling superposed type pipe gallery and its method of construction |
| CN109778910A (en) * | 2019-03-08 | 2019-05-21 | 中国一冶集团有限公司 | The superimposed sheet for overlapping prefabricated piping lane reinforces mounting device and its method |
-
2017
- 2017-04-11 CN CN201720371950.4U patent/CN206815379U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894445A (en) * | 2017-04-11 | 2017-06-27 | 吉林森煌建筑材料集团有限公司 | One kind assembling superposed type pipe gallery and its method of construction |
| CN106894445B (en) * | 2017-04-11 | 2018-04-06 | 吉林森煌建筑材料集团有限公司 | One kind assembling superposed type pipe gallery and its method of construction |
| CN109778910A (en) * | 2019-03-08 | 2019-05-21 | 中国一冶集团有限公司 | The superimposed sheet for overlapping prefabricated piping lane reinforces mounting device and its method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20171229 Effective date of abandoning: 20180406 |
|
| AV01 | Patent right actively abandoned |