CN106638671A - High and low bin assembling integrated utility tunnel or draining canal - Google Patents
High and low bin assembling integrated utility tunnel or draining canal Download PDFInfo
- Publication number
- CN106638671A CN106638671A CN201710068377.4A CN201710068377A CN106638671A CN 106638671 A CN106638671 A CN 106638671A CN 201710068377 A CN201710068377 A CN 201710068377A CN 106638671 A CN106638671 A CN 106638671A
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- Prior art keywords
- overlapping
- layer
- cabin
- base plate
- board
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
Abstract
The invention relates to the technical field of prefabricated concrete municipal structures, and provides a high and low bin assembling integrated utility tunnel or draining canal. The high and low bin assembling integrated utility tunnel or draining canal comprises high bin and low bin overlapping top plates, an overlapping bottom plate or cast-in-situ bottom plate, an overlapping outer wall plate and an overlapping high and low bin transition wall plate. The high bin and low bin overlapping top plates adopt overlapping top plates of the same structure. The overlapping top plates, the overlapping bottom plate, the overlapping outer wall plate and the overlapping high and low bin transition wall plate are each composed of a prefabricated part and a cast-in-situ part. The overlapping bottom plate or the cast-in-situ bottom plate is arranged on a basic pad layer or waterproof layer (or waterproof protective layer). Steel bars are arranged on the prefabricated parts of all the overlapping members. After the prefabricated parts are assembled on site, necessary stress and construction steel bars are added, and concrete is poured, so that the high and low bin assembling integrated utility tunnel or draining canal is formed. The high and low bin assembling integrated utility tunnel or draining canal can give the advantages of on-site casting and factory prefabrication into full play, reduce on-site wet operation, shorten the work period, improve construction quality, and guarantee the integrity, and is good in waterproof performance.
Description
Technical field
The present invention relates to precast concrete municipal administration technical field of structures, and in particular to a kind of height cabin assembled integral synthesis
Piping lane or escape canal.
Background technology
The construction of country's pipe gallery or escape canal at present mainly has two methods：A kind of is the height of cast-in-site
Low cabin pipe gallery or escape canal, another is the prefabricated height cabin pipe gallery of total cross-section or escape canal.Cast-in-site
Whole work of height cabin pipe gallery or escape canal are all completed at the scene, and wet trade is more, and environmental pollution is serious, construction
Long in time limit, difficulty of vibrating is big, quality control on construction is difficult, artificial demand big, template high cost；The prefabricated height cabin synthesis of total cross-section
, by plant produced, on-site consolidation, prefabricated components sectional dimension is big, component weight, leads to not using production for piping lane or escape canal
Line is produced, and plant produced efficiency is low, by transporting, lifting condition affected greatly, cause prefabricated section short, prefabricated components piece it is many, piece
Place's water-proofing treatment is difficult.
The content of the invention
For the deficiency for solving both the above pipe gallery or existing for escape canal method of construction, the present invention proposes a kind of
Height cabin assembled integral pipe gallery or escape canal, can give full play to the advantage of cast-in-site and prefabrication, reduce
Situ wet operation, the reduction of erection time, improves construction quality, it is ensured that the globality of pipe gallery or escape canal, water resistance
It is good, plant produced efficiency is improved, by transporting, lifting condition is affected little, reduces construction cost.
The present invention solves the technical scheme that adopted of above-mentioned technical problem：Propose a kind of height cabin assembled integral comprehensive
Piping lane or escape canal are closed, including high cabin and low cabin overlap top board, overlapping base plate or cast-in-place base plate, overlapping Side fascia and overlap high
Low cabin transition wallboard, high cabin and low cabin overlapping top board adopt mutually isostructural overlapping top board, overlapping top board to include top board preformed layer
And top board in-situ layer, overlapping base plate includes base plate preformed layer and base plate in-situ layer, and cast-in-place base plate includes base plate in-situ layer, and overlapping is outer
Wallboard includes Side fascia preformed layer and Side fascia in-situ layer, and overlapping height cabin transition wallboard includes transition wallboard preformed layer and transition
Wallboard in-situ layer；
The Side fascia preformed layer is made up of inside and outside two-layer prefabricated board and girder rib, and the upper and lower string of girder rib is embedded in advance respectively two
Layer prefabricated board is interior and replaces the vertical reinforcement of corresponding site, and the bottom of inside and outside two-layer prefabricated board flushes, in inside and outside two-layer prefabricated board
Vertical reinforcement stretched out to bend and be mutually lapped by prefabricated board lower end and form hollow muscle, and hollow muscle is internally provided with longitudinal direction
Reinforcing bar, hollow muscle is anchored in base plate in-situ layer, and outer preform plate upper end level is less than internal layer prefabricated board upper end level, inside and outside
Vertical reinforcement in layer prefabricated board is stretched out and is bent inwards by prefabricated board upper end, and bending part is anchored in top board in-situ layer
It is interior；
The transition wallboard preformed layer is made up of internal layer transition wall prefabricated board, outer layer transition wall prefabricated board and girder rib, girder rib
Upper and lower string be embedded in two-layer transition wall prefabricated board and replace the vertical reinforcement of corresponding site, inside and outside two-layer transition wall in advance respectively
The bottom of prefabricated board flushes, and the vertical reinforcement stretched out from inside and outside two-layer transition wall prefabricated board lower end bends and is mutually lapped and to be formed
Hollow muscle, hollow muscle is anchored in base plate in-situ layer, and outer layer transition wall prefabricated board is less than internal layer transition wall prefabricated board, the height of the two
Degree difference is approximately equal to the difference in height between high and low cabin, and the vertical reinforcement stretched out from internal layer transition wall prefabricated board upper end is anchored in high cabin
Top board in-situ layer in, the vertical reinforcement stretched out from outer layer transition wall prefabricated board upper end is anchored in the top board in-situ layer in low cabin,
Simultaneously vertical reinforcement upper end is longitudinally banded with reinforced mesh, and reinforced mesh extends and is anchored in the top board in-situ layer in high cabin；
The top board preformed layer includes top board prefabricated board, girder rib, and girder rib lower edge is embedded in advance in top board prefabricated board, and top board is prefabricated
The outer preform plate upper end of Side fascia is extended outside the reinforcing bar stretched out in plate and is anchored in Side fascia in-situ layer, top board epithelium reinforcing bar
Live colligation, is bent to downwards the outer preform plate upper end of Side fascia and is anchored in Side fascia in-situ layer；
The base plate preformed layer includes base plate prefabricated board, girder rib, and girder rib lower edge is embedded in advance in base plate prefabricated board, and base plate is prefabricated
The reinforcing bar stretched out in plate is folded upward at the outer preform plate lower end to Side fascia and is anchored in Side fascia in-situ layer, base plate epithelium
Reinforcing bar scene colligation, extends the outer preform plate lower end of Side fascia and is anchored in Side fascia in-situ layer.
Height cabin assembled integral pipe gallery or escape canal also include being arranged on the overlapping in low cabin and/or in high cabin
Lining, the overlapping lining includes lining preformed layer and lining in-situ layer, and lining preformed layer is pre- by inside and outside two-layer
Making sheet and girder rib are constituted, and the upper and lower string of girder rib is embedded in advance respectively in two-layer prefabricated board and replaces the vertical steel of corresponding site
Muscle, the hollow muscle that the vertical reinforcement stretched out from inside and outside two-layer prefabricated board lower end bends and is mutually lapped is anchored in base plate and shows
Pour in layer, the anchoring of hollow muscle that the vertical reinforcement stretched out from inside and outside two-layer prefabricated board upper end bends and is mutually lapped with it is low
In ceiling board in-situ layer or high ceiling board in-situ layer, it is respectively provided with by longitudinal reinforcement inside hollow muscle.
Bridging in the lining in-situ layer of the stitching portion between the overlapping lining and overlapping lining is provided with reinforcing bar
Cage.
Bridging in the Side fascia in-situ layer of the stitching portion between the overlapping Side fascia and overlapping Side fascia is provided with reinforcing bar
Cage, overlaps bridging in the transition wallboard in-situ layer of the stitching portion between height cabin transition wallboard and is provided with steel reinforcement cage.
The overlapping top board is provided with additional bar, additional bar with bridging in the top board in-situ layer of overlapping top board stitching portion
Positioned at top board prefabricated board top, the elongated setting of epithelium reinforcing bar of two overlapping top boards；Overlapping base plate and the bottom for overlapping base plate stitching portion
Bridging in plate in-situ layer is provided with additional bar, and additional bar is located at base plate prefabricated board top, the epithelium reinforcing bar of two overlapping base plates
Elongated setting.
Multiple tracks expansion joint is arranged at intervals with along the height cabin assembled integral pipe gallery or escape canal length direction,
Waterstop, expansion joint both sides overlapping Side fascia, overlapping height cabin transition wallboard, overlapping base plate or overlapping top are provided with expansion joint
Plate goes out muscle using side, and the reinforcing bar for stretching out is formed in the cast-in-place region inner bending anchoring in expansion joint, steel bar stress or distributing bar
Framework of steel reinforcement fix waterstop, and pour into a mould concrete and form entirety.
Multiple tracks expansion joint is arranged at intervals with along the height cabin assembled integral pipe gallery or escape canal length direction,
Waterstop, expansion joint both sides overlapping Side fascia, overlapping height cabin transition wallboard, overlapping lining, overlapping are provided with expansion joint
Base plate or overlapping top board go out muscle using side, the reinforcing bar for stretching out in the cast-in-place region inner bending in expansion joint anchoring, steel bar stress or
The framework of steel reinforcement that distributing bar is formed fixes waterstop, and pours into a mould concrete and form entirety.
Haunch concrete construction is provided with the drift angle that the high cabin overlapping top board is formed with overlapping height cabin transition wallboard
Reinforcing bar, the side of haunch concrete construction reinforcing bar is anchored in transition wallboard in-situ layer, and opposite side is anchored in the top board in high cabin and shows
Pour layer.
It is of the invention compared with the method for construction of current domestic pipe gallery or escape canal, advantage project, distinct characteristics, tool
Body is embodied in：
1. whole work of cast-in-site height cabin pipe gallery or escape canal are all completed at the scene, and wet trade is more, to environment
It is seriously polluted；, using prefabricated board and cast-in-place concrete coordinative construction, situ wet operation is few, and environmental pollution is little for the present invention；
2. whole work of cast-in-site height cabin pipe gallery or draining Great Gulch canal are all completed at the scene, construction period length, are shaken
Smash that difficulty is big, quality control on construction is difficult, live artificial demand is big, template consumption is more, high cost；The present invention using prefabricated board with
Cast-in-place concrete coordinative construction, can effectively shorten the construction period, and pre-erection vibrates conveniently in plant produced, Neng Gouti
High construction quality, reduces scene manually and template consumption, reduces construction cost.
3. the prefabricated height cabin pipe gallery of total cross-section or escape canal are by plant produced, on-site consolidation, prefabricated components section
Size is big, component weight, leads to not be produced using production line, and plant produced efficiency is low, and the present invention is poured using prefabricated board with scene
Note concrete match ratio construction, wherein pre-erection are all plate class member, and section is little, it is possible to use production line is produced, plant produced
Efficiency high.
4. the prefabricated height cabin pipe gallery of total cross-section or escape canal are by plant produced, on-site consolidation, prefabricated components section
Size is big, component weight, by transporting, lifting condition affected greatly, cause prefabricated section short, prefabricated components piece it is many, at edge joint position waterproof
Reason is difficult, and prefabricated components section of the present invention is little, and component is light, and by transporting, lifting condition is affected little, and prefabricated section can suitably lengthen, and reduce
Prefabricated components piece, and then reduce edge joint position water-proofing treatment difficulty.
The present invention can give full play to the advantage of cast-in-site and prefabrication, reduce situ wet operation, the reduction of erection time,
Improve construction quality, it is ensured that the globality of pipe gallery or escape canal, water resistance is good, improve plant produced efficiency, receive
Transport, lifting condition affect little, reduces cost, and the construction for domestic pipe gallery or escape canal provides reliable technology
Hold.
Description of the drawings
Fig. 1 is height cabin formula assembled integral pipe gallery, escape canal or Great Gulch canal structure section schematic diagram one；
Fig. 2 is height cabin formula assembled integral pipe gallery, escape canal or Great Gulch canal structure section schematic diagram two；
Fig. 3 is overlapping lining pre-erection structural representation；
Fig. 4 is overlapping Side fascia pre-erection structural representation；
Fig. 5 is overlapping height cabin transition wallboard pre-erection structural representation；
Fig. 6 is overlapping top board pre-erection schematic diagram；
Fig. 7 is overlapping base plate pre-erection schematic diagram；
Fig. 8 is overlapping Side fascia and overlapping top board connecting node organigram；
Fig. 9 is overlapping Side fascia and overlapping base plate connecting node organigram；
Figure 10 is overlapping height cabin transition wallboard and overlapping top board connecting node organigram；
Figure 11 is overlapping lining and overlapping top board connecting node organigram；
Figure 12 is overlapping lining or overlapping height cabin transition wallboard and overlapping base plate connecting node organigram；
Figure 13 is for overlapping lining, overlapping exterior wall or overlaps height cabin transition wall plate piecing joint structure schematic diagram；
Figure 14 is overlapping top board or overlapping base plate piece joint structure schematic diagram；
Figure 15 is for overlapping lining, overlapping Side fascia or overlaps height cabin transition wallboard expansion joint joint structure schematic diagram；
Figure 16 is overlapping top board or overlapping base plate expansion joint joint structure schematic diagram.
Specific embodiment
Below in conjunction with the accompanying drawings the present invention is described in detail.
Embodiment 1：
A kind of as shown in Figure 1 height cabin assembled integral pipe gallery or escape canal, including high cabin and low cabin overlapping top board,
Overlapping base plate 4 or cast-in-place base plate, overlapping Side fascia 1 and overlapping height cabin transition wallboard 2, high cabin and low cabin overlapping top board adopt phase
Isostructural overlapping top board 3, overlapping top board 3 includes top board preformed layer and top board in-situ layer, and overlapping base plate 4 includes base plate preformed layer
And base plate in-situ layer, cast-in-place base plate include base plate in-situ layer, overlapping Side fascia 1 include Side fascia preformed layer and Side fascia it is cast-in-place
Layer, overlapping height cabin transition wallboard 2 includes transition wallboard preformed layer and transition wallboard in-situ layer；Overlapping base plate 4 or cast-in-place base plate
It is arranged on blinding layer or waterproof layer（Or fish tail and waterproof layer）On, in all superposed members（Overlapping base plate, overlapping top board, overlapping
Height cabin transition wallboard and overlapping Side fascia）Pre-erection configuration reinforcement, after pre-erection Assembling, set up necessary receiving
Power and distributing bar, cast concrete forms height cabin assembled integral pipe gallery or escape canal.
As shown in Fig. 4,8,9, Side fascia preformed layer is made up of internal layer prefabricated board 6, outer preform plate 5 and girder rib 7, truss
The upper and lower string of muscle 7 is embedded in advance respectively in two-layer prefabricated board and replaces the vertical reinforcement of corresponding site, in inside and outside two-layer prefabricated board
Vertical reinforcement stretched out to bend and be mutually lapped by prefabricated board lower end and form hollow muscle, and hollow muscle is internally provided with longitudinal direction
Reinforcing bar 14, hollow muscle is anchored in base plate in-situ layer, and outer preform plate upper end level is short in internal layer prefabricated board upper end level, it is short in
Part should meet the bending anchorage length of overlapping top board epithelium reinforcing bar, and the vertical reinforcement in inside and outside layer prefabricated board is by prefabricated board
Upper end is stretched out and is bent inwards, and bending part is anchored in top board in-situ layer；
As shown in Fig. 5,10,12, transition wallboard preformed layer is by outer layer transition wall prefabricated board 8, internal layer transition wall prefabricated board 9 and truss
Muscle 7 is constituted, and the upper and lower string of girder rib is embedded in advance respectively in two-layer transition wall prefabricated board and replaces the vertical reinforcement of corresponding site,
The bottom of inside and outside two-layer transition wall prefabricated board flushes, and the vertical reinforcement stretched out from inside and outside two-layer transition wall prefabricated board lower end bends
And be mutually lapped to form hollow muscle, hollow muscle is anchored in base plate in-situ layer, and outer layer transition wall prefabricated board 8 is less than internal layer transition wall
Prefabricated board 9, the difference in height of the two is approximately equal to the difference in height between high and low cabin, from erecting that the upper end of internal layer transition wall prefabricated board 9 is stretched out
To Bar Anchorage in the top board in-situ layer in high cabin, the vertical reinforcement anchoring stretched out from the upper end of outer layer transition wall prefabricated board 8 with it is low
In the top board in-situ layer in cabin, while vertical reinforcement upper end is longitudinally banded with reinforced mesh 18, reinforced mesh 18 extends and is anchored in
In the top board in-situ layer in high cabin；High cabin top is provided with haunch concrete construction reinforcing bar 19, haunch concrete construction reinforcing bar 19
Side is anchored in transition wallboard in-situ layer, and opposite side is anchored in the top board in-situ layer in high cabin.
Top board preformed layer shown in Fig. 6 includes top board prefabricated board 11, girder rib 7, and it is prefabricated that the lower edge of girder rib 7 is embedded in advance top board
In plate.As shown in figure 8, extending the upper end of outer preform plate 5 of Side fascia outside the reinforcing bar stretched out in top board prefabricated board 11 and being anchored in
In Side fascia in-situ layer；The scene colligation of top board epithelium reinforcing bar, is bent to downwards the upper end of outer preform plate 5 of Side fascia and is anchored in
In Side fascia in-situ layer；
As shown in fig. 7, base plate preformed layer includes base plate prefabricated board 13, girder rib 7, the lower edge of girder rib 7 is embedded in advance base plate prefabricated board
In 13.As shown in figure 9, the reinforcing bar stretched out in base plate prefabricated board 13 is folded upward at the lower end of outer preform plate 5 to Side fascia and anchor
It is fixed in Side fascia in-situ layer, the scene colligation of base plate epithelium reinforcing bar, extends the lower end of outer preform plate 5 of Side fascia and be anchored in outer
In wallboard in-situ layer.
As shown in figure 13, overlap Side fascia connecting method and place steel using at the pre-erection scene of adjacent overlapping Side fascia
Muscle cage 15, then pours concrete and forms entirety.
As shown in figure 14, overlap top board connecting method and additional bar is arranged using the pre-erection in adjacent overlapping top board
16, additional bar 16 is located at top board prefabricated board top, meanwhile, the epithelium reinforcing bar of two overlapping top boards is interconnected, and then is poured
Note concrete and form entirety；Overlapping base plate connecting method adopts similar approach.
As shown in Figure 15,16, arrange at a certain distance together along pipe gallery, escape canal or Great Gulch canal length direction
Expansion joint, expansion joint both sides overlapping Side fascia, overlapping height cabin transition wallboard, overlapping base plate or overlapping top board are gone out using side
Muscle, and in the cast-in-place region inner bending anchoring in expansion joint, necessary steel bar stress is placed at scene or distributing bar forms it into reinforcing bar
Skeleton fixes waterstop 17, then pours into a mould concrete and forms entirety.Waterstop is around assembled integral pipe gallery, gutter
Canal or Great Gulch canal width form closed-loop, play sealing effect.
Embodiment 2：
The present embodiment is another form of height cabin assembled integral pipe gallery or escape canal, Fig. 2 is seen, with embodiment 1
Structure difference is：Overlapping lining 20 is provided with low cabin Nei Hegao cabins, overlapping lining 20 includes that lining is pre-
Preparative layer and lining in-situ layer, lining preformed layer is by interior wall inner cord prefabricated board 21, lining outer preform plate 22 and truss
Muscle 7 is constituted, and the upper and lower string of girder rib 7 is embedded in advance respectively in two-layer prefabricated board and replaces the vertical reinforcement of corresponding site, from it is interior,
The hollow muscle that the vertical reinforcement that outer two-layer prefabricated board lower end is stretched out bends and is mutually lapped is anchored in base plate in-situ layer, from
The hollow muscle anchoring that the vertical reinforcement that inside and outside two-layer prefabricated board upper end is stretched out bends and is mutually lapped is cast-in-place with low ceiling board
In layer or high ceiling board in-situ layer, inside hollow muscle longitudinal reinforcement is provided with.
As shown in Figure 14,15, arrange at a certain distance together along pipe gallery, escape canal or Great Gulch canal length direction
Expansion joint, expansion joint both sides overlapping Side fascia, overlapping lining, overlapping base plate or overlapping top board go out muscle using side, and
The cast-in-place region inner bending anchoring in expansion joint, necessary steel bar stress is placed at scene or distributing bar forms it into framework of steel reinforcement and fixes
Firmly waterstop 17, then pour into a mould concrete and form entirety.Waterstop is around assembled integral pipe gallery, escape canal or Great Gulch
Canal width forms closed-loop, plays sealing effect.
Claims (8)
1. a kind of height cabin assembled integral pipe gallery or escape canal, it is characterised in that：Including high cabin and low cabin overlapping top
Plate, overlapping base plate or cast-in-place base plate, overlapping Side fascia and overlapping height cabin transition wallboard, high cabin and low cabin overlapping top board adopt phase
Isostructural overlapping top board, overlapping top board includes top board preformed layer and top board in-situ layer, overlapping base plate include base plate preformed layer and
Base plate in-situ layer, cast-in-place base plate includes base plate in-situ layer, and overlapping Side fascia includes Side fascia preformed layer and Side fascia in-situ layer, folds
Closing height cabin transition wallboard includes transition wallboard preformed layer and transition wallboard in-situ layer；
The Side fascia preformed layer is made up of inside and outside two-layer prefabricated board and girder rib, and the upper and lower string of girder rib is embedded in advance respectively two
Layer prefabricated board is interior and replaces the vertical reinforcement of corresponding site, and the bottom of inside and outside two-layer prefabricated board flushes, in inside and outside two-layer prefabricated board
Vertical reinforcement stretched out to bend and be mutually lapped by prefabricated board lower end and form hollow muscle, and hollow muscle is internally provided with longitudinal direction
Reinforcing bar, hollow muscle is anchored in base plate in-situ layer, and outer preform plate upper end level is less than internal layer prefabricated board upper end level, inside and outside
Vertical reinforcement in layer prefabricated board is stretched out and is bent inwards by prefabricated board upper end, and bending part is anchored in top board in-situ layer
It is interior；
The transition wallboard preformed layer is made up of internal layer transition wall prefabricated board, outer layer transition wall prefabricated board and girder rib, girder rib
Upper and lower string be embedded in two-layer transition wall prefabricated board and replace the vertical reinforcement of corresponding site, inside and outside two-layer transition wall in advance respectively
The bottom of prefabricated board flushes, and the vertical reinforcement stretched out from inside and outside two-layer transition wall prefabricated board lower end bends and is mutually lapped and to be formed
Hollow muscle, hollow muscle is anchored in base plate in-situ layer, and outer layer transition wall prefabricated board is less than internal layer transition wall prefabricated board, the height of the two
Degree difference is approximately equal to the difference in height between high and low cabin, and the vertical reinforcement stretched out from internal layer transition wall prefabricated board upper end is anchored in high cabin
Top board in-situ layer in, the vertical reinforcement stretched out from outer layer transition wall prefabricated board upper end is anchored in the top board in-situ layer in low cabin,
Simultaneously vertical reinforcement upper end is longitudinally banded with reinforced mesh, and reinforced mesh extends and is anchored in the top board in-situ layer in high cabin；
The top board preformed layer includes top board prefabricated board, girder rib, and girder rib lower edge is embedded in advance in top board prefabricated board, and top board is prefabricated
The outer preform plate upper end of Side fascia is extended outside the reinforcing bar stretched out in plate and is anchored in Side fascia in-situ layer, top board epithelium reinforcing bar
Live colligation, is bent to downwards the outer preform plate upper end of Side fascia and is anchored in Side fascia in-situ layer；
The base plate preformed layer includes base plate prefabricated board, girder rib, and girder rib lower edge is embedded in advance in base plate prefabricated board, and base plate is prefabricated
The reinforcing bar stretched out in plate is folded upward at the outer preform plate lower end to Side fascia and is anchored in Side fascia in-situ layer, base plate epithelium
Reinforcing bar scene colligation, extends the outer preform plate lower end of Side fascia and is anchored in Side fascia in-situ layer.
2. height cabin assembled integral pipe gallery according to claim 1 or escape canal, it is characterised in that：Also include
The overlapping lining being arranged in low cabin and/or in high cabin, the overlapping lining includes that lining preformed layer and lining are existing
Layer is poured, lining preformed layer is made up of inside and outside two-layer prefabricated board and girder rib, the upper and lower string of girder rib is embedded in advance respectively two-layer
Prefabricated board is interior and replaces the vertical reinforcement of corresponding site, and the vertical reinforcement bending stretched out from inside and outside two-layer prefabricated board lower end is simultaneously mutual
Mutually the hollow muscle of overlap joint is anchored in base plate in-situ layer, and the vertical reinforcement stretched out from inside and outside two-layer prefabricated board upper end bends
And the hollow muscle being mutually lapped is anchored with low ceiling board in-situ layer or high ceiling board in-situ layer, is respectively provided with inside hollow muscle
By longitudinal reinforcement.
3. height cabin assembled integral pipe gallery according to claim 2 or escape canal, it is characterised in that：It is described folded
Close bridging in the lining in-situ layer of the stitching portion between lining and overlapping lining and steel reinforcement cage is installed.
4. according to the arbitrary described height cabin assembled integral pipe gallery of claim 1-3 or escape canal, it is characterised in that：
Bridging in the Side fascia in-situ layer of the stitching portion between the overlapping Side fascia and overlapping Side fascia is provided with steel reinforcement cage, and overlapping is high
Bridging in the transition wallboard in-situ layer of the stitching portion between low cabin transition wallboard is provided with steel reinforcement cage.
5. according to the arbitrary described height cabin assembled integral pipe gallery of claim 1-3 or escape canal, it is characterised in that：
The overlapping top board is provided with additional bar with bridging in the top board in-situ layer of overlapping top board stitching portion, and additional bar is located at top board
Prefabricated board top, the elongated setting of epithelium reinforcing bar of two overlapping top boards；Overlapping base plate and the base plate in-situ layer for overlapping base plate stitching portion
Interior bridging is provided with additional bar, and additional bar is located at base plate prefabricated board top, the elongated setting of epithelium reinforcing bar of two overlapping base plates.
6. height cabin assembled integral pipe gallery according to claim 1 or escape canal, it is characterised in that：Along described
Height cabin assembled integral pipe gallery or escape canal length direction are arranged at intervals with multiple tracks expansion joint, are provided with expansion joint
Waterstop, expansion joint both sides overlapping Side fascia, overlapping height cabin transition wallboard, overlapping base plate or overlapping top board are gone out using side
Muscle, the reinforcing bar for stretching out is fixed in the cast-in-place region inner bending anchoring in expansion joint, the framework of steel reinforcement that steel bar stress or distributing bar are formed
Firmly waterstop, and pour into a mould concrete and form entirety.
7. the height cabin assembled integral pipe gallery or escape canal according to Claims 2 or 3, it is characterised in that：Edge
The height cabin assembled integral pipe gallery or escape canal length direction are arranged at intervals with multiple tracks expansion joint, set in expansion joint
It is equipped with waterstop, expansion joint both sides overlapping Side fascia, overlapping height cabin transition wallboard, overlapping lining, overlapping base plate or overlapping
Top board goes out muscle using side, and the reinforcing bar for stretching out is in the cast-in-place region inner bending anchoring in expansion joint, steel bar stress or distributing bar shape
Into framework of steel reinforcement fix waterstop, and pour into a mould concrete and form entirety.
8. according to the arbitrary described height cabin assembled integral pipe gallery of claim 1-3 or escape canal, it is characterised in that：
Haunch concrete construction reinforcing bar, haunch are provided with the drift angle that the high cabin overlapping top board is formed with overlapping height cabin transition wallboard
The side of concrete construction reinforcing bar is anchored in transition wallboard in-situ layer, and opposite side is anchored in the top board in-situ layer in high cabin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710068377.4A CN106638671A (en) | 2017-02-08 | 2017-02-08 | High and low bin assembling integrated utility tunnel or draining canal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710068377.4A CN106638671A (en) | 2017-02-08 | 2017-02-08 | High and low bin assembling integrated utility tunnel or draining canal |
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| Publication Number | Publication Date |
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| CN106638671A true CN106638671A (en) | 2017-05-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710068377.4A Pending CN106638671A (en) | 2017-02-08 | 2017-02-08 | High and low bin assembling integrated utility tunnel or draining canal |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316348A (en) * | 2018-03-12 | 2018-07-24 | 济南市人防建筑设计研究院有限责任公司 | A kind of underground Civil Air Defense Facilities |
| CN108797638A (en) * | 2018-06-01 | 2018-11-13 | 中国建筑股份有限公司 | Integrated assembled piping lane based on composite bottom board and its construction method |
| CN109736348A (en) * | 2018-08-31 | 2019-05-10 | 上海二十冶建设有限公司 | The precast section of prefabricated assembled piping lane and the transition processing method of Cast-in-Situ Segment |
| CN111827459A (en) * | 2020-07-28 | 2020-10-27 | 扬州蓝翔机电工程有限公司 | Construction method of assembled sewage intercepting well |
| CN113914438A (en) * | 2021-11-04 | 2022-01-11 | 广东省源天工程有限公司 | Method for fixing concrete drainage ditch expansion joint foam plate |
| CN114232674A (en) * | 2021-12-22 | 2022-03-25 | 北京工业大学 | Combined shell pipe gallery top T-shaped joint and construction method thereof |
| CN115182385A (en) * | 2022-08-03 | 2022-10-14 | 上海市城市建设设计研究总院（集团）有限公司 | Prefabricated assembly structure of integral open-cut tunnel and assembly construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839666A (en) * | 2016-06-03 | 2016-08-10 | 长沙远大住宅工业集团股份有限公司 | Total-prefabricated superimposed assembly type underground pipe gallery and connecting node thereof |
| CN105862916A (en) * | 2016-06-03 | 2016-08-17 | 长沙远大住宅工业集团股份有限公司 | Superimposed assembled type underground pipe gallery system and construction and manufacturing process |
| CN106049536A (en) * | 2016-08-01 | 2016-10-26 | 安徽三建工程有限公司 | Splitting method for assembled integral type waterproof comprehensive pipe rack |
| CN106088316A (en) * | 2016-08-12 | 2016-11-09 | 长沙远大住宅工业集团股份有限公司 | A kind of overlapping assembled integral basement of hollow building cover post and lintel system |
| CN206635804U (en) * | 2017-02-08 | 2017-11-14 | 大连三川建筑科技有限公司 | A kind of height cabin assembled integral pipe gallery or escape canal |
-
2017
- 2017-02-08 CN CN201710068377.4A patent/CN106638671A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839666A (en) * | 2016-06-03 | 2016-08-10 | 长沙远大住宅工业集团股份有限公司 | Total-prefabricated superimposed assembly type underground pipe gallery and connecting node thereof |
| CN105862916A (en) * | 2016-06-03 | 2016-08-17 | 长沙远大住宅工业集团股份有限公司 | Superimposed assembled type underground pipe gallery system and construction and manufacturing process |
| CN106049536A (en) * | 2016-08-01 | 2016-10-26 | 安徽三建工程有限公司 | Splitting method for assembled integral type waterproof comprehensive pipe rack |
| CN106088316A (en) * | 2016-08-12 | 2016-11-09 | 长沙远大住宅工业集团股份有限公司 | A kind of overlapping assembled integral basement of hollow building cover post and lintel system |
| CN206635804U (en) * | 2017-02-08 | 2017-11-14 | 大连三川建筑科技有限公司 | A kind of height cabin assembled integral pipe gallery or escape canal |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316348A (en) * | 2018-03-12 | 2018-07-24 | 济南市人防建筑设计研究院有限责任公司 | A kind of underground Civil Air Defense Facilities |
| CN108316348B (en) * | 2018-03-12 | 2023-08-11 | 济南市人防建筑设计研究院有限责任公司 | Underground civil air defense facility |
| CN108797638A (en) * | 2018-06-01 | 2018-11-13 | 中国建筑股份有限公司 | Integrated assembled piping lane based on composite bottom board and its construction method |
| CN109736348A (en) * | 2018-08-31 | 2019-05-10 | 上海二十冶建设有限公司 | The precast section of prefabricated assembled piping lane and the transition processing method of Cast-in-Situ Segment |
| CN111827459A (en) * | 2020-07-28 | 2020-10-27 | 扬州蓝翔机电工程有限公司 | Construction method of assembled sewage intercepting well |
| CN113914438A (en) * | 2021-11-04 | 2022-01-11 | 广东省源天工程有限公司 | Method for fixing concrete drainage ditch expansion joint foam plate |
| CN114232674A (en) * | 2021-12-22 | 2022-03-25 | 北京工业大学 | Combined shell pipe gallery top T-shaped joint and construction method thereof |
| CN115182385A (en) * | 2022-08-03 | 2022-10-14 | 上海市城市建设设计研究总院（集团）有限公司 | Prefabricated assembly structure of integral open-cut tunnel and assembly construction method thereof |
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