CN206635804U - A kind of height cabin assembled integral pipe gallery or escape canal - Google Patents
A kind of height cabin assembled integral pipe gallery or escape canal Download PDFInfo
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Abstract
It the utility model is related to precast concrete municipal administration technical field of structures.Propose a kind of height cabin assembled integral pipe gallery or escape canal, high cabin and low cabin overlapping top plate, overlapping bottom plate or cast-in-place bottom plate, overlapping Side fascia and overlapping height cabin transition wallboard, high cabin uses mutually isostructural overlapping top plate with low cabin overlapping top plate, overlap top plate, overlapping bottom plate, overlapping Side fascia and overlapping height cabin transition wallboard to form by pre-erection and cast-in-place part, overlap bottom plate or cast-in-place bottom plate is arranged on blinding layer or waterproof layer（Or fish tail and waterproof layer）On, after the pre-erection configuration reinforcement of all superposed members, pre-erection Assembling, necessary stress and distributing bar are set up, cast concrete turns into height cabin assembled integral pipe gallery or escape canal.The utility model can give full play to the advantages of cast-in-site and prefabrication, reduce situ wet operation, shorten the duration, improve construction quality, ensure that the globality of pipe gallery or escape canal, and water resistance is good.
Description
Technical field
It the utility model is related to precast concrete municipal administration technical field of structures, and in particular to a kind of height cabin assembled integral
Pipe gallery or escape canal.
Background technology
The construction of current domestic pipe gallery or escape canal mainly has two methods：A kind of is the height that cast-in-site forms
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
It is long in time limit, difficulty of vibrating is big, quality control on construction is difficult, artificial demand is big, template cost is high；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 produces, and plant produced efficiency is low, by transport, lifting condition is influenceed greatly, to cause that prefabricated section short, prefabricated components piece is more, piece
It is difficult to locate water-proofing treatment.
Utility model content
In order to solve both the above pipe gallery or the deficiency present in escape canal method of construction, the utility model proposes
A kind of height cabin assembled integral pipe gallery or escape canal, the advantages of cast-in-site and prefabrication can be given full play to,
Reduce situ wet operation, shorten the duration, improve construction quality, ensure that the globality of pipe gallery or escape canal, waterproof
Performance is good, improve plant produced efficiency, by transport, lifting condition influenceed it is small, reduce construction cost.
Technical scheme is used by the utility model solves above-mentioned technical problem：It is overall to propose a kind of height cabin assembling
Formula pipe gallery or escape canal, including high cabin and low cabin overlap top plate, overlapping bottom plate or cast-in-place bottom plate, overlapping Side fascia and folded
Height cabin transition wallboard is closed, high cabin uses mutually isostructural overlapping top plate with low cabin overlapping top plate, and it is pre- that overlapping top plate includes top plate
Preparative layer and top plate in-situ layer, overlapping bottom plate include bottom plate preformed layer and bottom plate in-situ layer, and cast-in-place bottom plate includes bottom plate in-situ layer, folds
Closing Side fascia includes Side fascia preformed layer and Side fascia in-situ layer, overlapping height cabin transition wallboard including transition wallboard preformed layer and
Transition wallboard in-situ layer；
The Side fascia preformed layer is made up of inside and outside two layers of prefabricated board and girder rib, and the upper and lower string difference of girder rib is pre-buried
Flushed in two layers of prefabricated board and instead of the vertical reinforcement of corresponding site, the bottom of inside and outside two layers of prefabricated board, inside and outside two layers prefabricated
Vertical reinforcement in plate stretches out by prefabricated board lower end is bent and is mutually lapped into hollow muscle, and hollow muscle is internally provided with
Longitudinal reinforcement, hollow muscle are anchored in bottom plate in-situ layer, and outer preform plate upper end level is less than internal layer prefabricated board upper end level,
Vertical reinforcement in inside and outside layer prefabricated board stretches out and bent inwards by prefabricated board upper end, and bending part is anchored in top plate and showed
Pour in layer；
The transition wallboard preformed layer is made up of internal layer transition wall prefabricated board, outer layer transition wall prefabricated board and girder rib, purlin
The upper and lower string of frame muscle is embedded in two layers of transition wall prefabricated board and replaces the vertical reinforcement of corresponding site, inside and outside two layers of mistake in advance respectively
The bottom for crossing wall prefabricated board flushes, and the vertical reinforcement stretched out from inside and outside two layers of transition wall prefabricated board lower end bends and is mutually lapped
Hollow muscle is formed, hollow muscle is anchored in bottom plate in-situ layer, and outer layer transition wall prefabricated board is less than internal layer transition wall prefabricated board, the two
Difference in height be approximately equal to difference in height between high and low cabin, the vertical reinforcement stretched out from internal layer transition wall prefabricated board upper end is anchored in
In the top plate in-situ layer in high cabin, the vertical reinforcement stretched out from outer layer transition wall prefabricated board upper end is anchored in the top plate in-situ layer in low cabin
It is interior, while vertical reinforcement upper end is longitudinally banded with reinforced mesh, reinforced mesh extends and is anchored in the top plate in-situ layer in high cabin；
The top plate preformed layer includes top plate prefabricated board, girder rib, and girder rib lower edge is embedded in top plate prefabricated board in advance, top plate
Extend the outer preform plate upper end of Side fascia outside the reinforcing bar stretched out in prefabricated board and be anchored in Side fascia in-situ layer, top plate epithelium
The colligation of reinforcing bar scene, the outer preform plate upper end of Side fascia is bent to downwards and is anchored in Side fascia in-situ layer；
The bottom plate preformed layer includes bottom plate prefabricated board, girder rib, and girder rib lower edge is embedded in bottom plate prefabricated board in advance, bottom plate
The reinforcing bar stretched out in prefabricated board is folded upward to the outer preform plate lower end of Side fascia and is anchored in Side fascia in-situ layer, bottom plate
The scene colligation of epithelium reinforcing bar, extend the outer preform plate lower end of Side fascia and be 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 include lining preformed layer and lining in-situ layer, and lining preformed layer is pre- by inside and outside two layers
Making sheet and girder rib composition, the upper and lower string of girder rib are embedded in two layers of prefabricated board and replace the vertical steel of corresponding site in advance respectively
Muscle, the hollow muscle that the vertical reinforcement stretched out from inside and outside two layers of prefabricated board lower end bends and is mutually lapped are anchored in bottom plate and showed
Pour in layer, the hollow muscle that the vertical reinforcement stretched out from inside and outside two layers of prefabricated board upper end bends and is mutually lapped is anchored in low
In ceiling board in-situ layer or high ceiling board in-situ layer, longitudinal reinforcement is provided with inside hollow muscle.
Bridging is provided with reinforcing bar in the lining in-situ layer of stitching portion between the overlapping lining and overlapping lining
Cage.
Bridging is provided with reinforcing bar in the Side fascia in-situ layer of stitching portion between the overlapping Side fascia and overlapping Side fascia
Cage, overlap bridging in the transition wallboard in-situ layer of the stitching portion between height cabin transition wallboard and steel reinforcement cage is installed.
Bridging is provided with additional bar, additional bar in top plate in-situ layer of the overlapping top plate with overlapping top plate stitching portion
Above top plate prefabricated board, the elongated setting of epithelium reinforcing bar of two overlapping top plates；Bottom plate is overlapped with overlapping the bottom of bottom plate stitching portion
Bridging is provided with additional bar in plate in-situ layer, and additional bar is located above bottom plate prefabricated board, the epithelium reinforcing bar of two overlapping bottom 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 bottom plate or overlapping top are provided with expansion joint
Plate goes out muscle using side, and at expansion joint, cast-in-place region inner bending is anchored the reinforcing bar of stretching, and steel bar stress or distributing bar are formed
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
Bottom plate or overlapping top plate go out muscle using side, and at expansion joint, cast-in-place region inner bending anchors the reinforcing bar of stretching, 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.
The high cabin overlapping top plate is provided with haunch concrete construction with overlapping the vertex that height cabin transition wallboard is formed
Reinforcing bar, the side of haunch concrete construction reinforcing bar are anchored in transition wallboard in-situ layer, and the top plate that opposite side is anchored in high cabin shows
Pour layer.
The utility model is compared with the method for construction of current domestic pipe gallery or escape canal, and advantage is prominent, feature is fresh
It is bright, it is embodied in：
1. whole work of cast-in-site height cabin pipe gallery or escape canal are all completed at the scene, wet trade is more, right
Environmental pollution is serious；The utility model is using prefabricated board and cast-in-place concrete coordinative construction, and situ wet operation is few, to environment
Pollute small；
2. whole work of cast-in-site height cabin pipe gallery or draining Great Gulch canal are all completed at the scene, the construction period
Length, difficulty of vibrating is big, quality control on construction is difficult, live artificial demand is big, template consumption is more, and cost is high；The utility model is adopted
With prefabricated board and cast-in-place concrete coordinative construction, it can effectively shorten the construction period, pre-erection vibrates in plant produced
It is convenient, it is possible to increase construction quality, to reduce live artificial and template consumption, reduce 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 produce using production line, and plant produced efficiency is low, and the utility model is using prefabricated board and now
Field cast concrete match ratio construction, wherein pre-erection is all plate class member, and section is small, can be produced using production line, factory
Production efficiency is 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 transport, lifting condition is influenceed greatly, to cause that prefabricated section short, prefabricated components piece is more, at edge joint position waterproof
Reason is difficult, and the utility model prefabricated components section is small, and component is light, by transport, lifting condition is influenceed small, prefabricated section can suitably lengthen,
Prefabricated components piece is reduced, and then reduces edge joint position water-proofing treatment difficulty.
The utility model can give full play to the advantages of cast-in-site and prefabrication, reduce situ wet operation, shorten
Duration, construction quality is improved, ensure that the globality of pipe gallery or escape canal, water resistance is good, improves plant produced effect
Rate, by transport, lifting condition is influenceed small, reduce cost, provided reliably for the construction of domestic pipe gallery or escape canal
Technical support.
Brief 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 plate pre-erection schematic diagram；
Fig. 7 is overlapping bottom plate pre-erection schematic diagram；
Fig. 8 is overlapping Side fascia and overlapping top plate connecting node organigram；
Fig. 9 is overlapping Side fascia and overlapping bottom plate connecting node organigram；
Figure 10 is overlapping height cabin transition wallboard and overlapping top plate connecting node organigram；
Figure 11 is overlapping lining and overlapping top plate connecting node organigram；
Figure 12 is overlapping lining or overlapping height cabin transition wallboard and overlapping bottom plate connecting node organigram；
Figure 13 is overlapping lining, overlaps exterior wall or overlap height cabin transition wall plate piecing joint structure schematic diagram；
Figure 14 is overlapping top plate or overlapping bottom plate piece joint structure schematic diagram；
Figure 15 is overlapping lining, overlaps Side fascia or overlap height cabin transition wallboard expansion joint joint structure schematic diagram；
Figure 16 is overlapping top plate or overlapping bottom plate expansion joint joint structure schematic diagram.
Embodiment
The utility model is described in detail below in conjunction with the accompanying drawings.
Embodiment 1：
A kind of height cabin assembled integral pipe gallery or escape canal as shown in Figure 1, including high cabin and low cabin overlapping
Top plate, overlapping bottom plate 4 or cast-in-place bottom plate, overlapping Side fascia 1 and overlapping height cabin transition wallboard 2, high cabin and low cabin overlapping top plate
Using mutually isostructural overlapping top plate 3, overlapping top plate 3 includes top plate preformed layer and top plate in-situ layer, and overlapping bottom plate 4 includes bottom plate
Preformed layer and bottom plate in-situ layer, cast-in-place bottom plate include bottom plate in-situ layer, and overlapping Side fascia 1 includes Side fascia preformed layer and Side fascia
In-situ layer, overlapping height cabin transition wallboard 2 include transition wallboard preformed layer and transition wallboard in-situ layer；Overlap bottom plate 4 or cast-in-place
Bottom plate is arranged on blinding layer or waterproof layer（Or fish tail and waterproof layer）On, in all superposed members（Overlap bottom plate, overlapping top plate,
Overlap height cabin transition wallboard and overlapping Side fascia）Pre-erection configuration reinforcement, after pre-erection Assembling, set up necessity
Stress and distributing bar, cast concrete form 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 two layers of prefabricated board and replaces the vertical reinforcement of corresponding site in advance respectively, in inside and outside two layers of prefabricated board
Vertical reinforcement stretched out by prefabricated board lower end and bend and be mutually lapped into hollow muscle, and hollow muscle is internally provided with longitudinal direction
Reinforcing bar 14, hollow muscle are anchored in bottom 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 for overlapping top plate epithelium reinforcing bar, and the vertical reinforcement in inside and outside layer prefabricated board is by prefabricated board
Upper end is stretched out and bent inwards, and bending part is anchored in top plate in-situ layer；
As shown in Fig. 5,10,12, transition wallboard preformed layer by outer layer transition wall prefabricated board 8, internal layer transition wall prefabricated board 9 and
Girder rib 7 forms, and the upper and lower string of girder rib is embedded in two layers of transition wall prefabricated board and replaces the vertical steel of corresponding site in advance respectively
Muscle, the bottom of inside and outside two layers of transition wall prefabricated board flush, and the vertical reinforcement stretched out from inside and outside two layers of transition wall prefabricated board lower end is curved
Roll over and be mutually lapped to form hollow muscle, hollow muscle is anchored in bottom 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 are approximately equal to the difference in height between high and low cabin, are stretched out from the upper end of internal layer transition wall prefabricated board 9
Vertical reinforcement is anchored in the top plate in-situ layer in high cabin, from the upper end of outer layer transition wall prefabricated board 8 stretch out vertical reinforcement anchoring with
In the top plate in-situ layer in low cabin, while vertical reinforcement upper end is longitudinally banded with reinforced mesh 18, and reinforced mesh 18 extends and anchored
In in the top plate in-situ layer in high cabin；Haunch concrete construction reinforcing bar 19, haunch concrete construction reinforcing bar 19 are provided with the top of high cabin
Side be anchored in transition wallboard in-situ layer, opposite side is anchored in the top plate in-situ layer in high cabin.
Top plate preformed layer shown in Fig. 6 includes top plate prefabricated board 11, girder rib 7, and it is prefabricated that the lower edge of girder rib 7 is embedded in top plate in advance
In plate.As shown in figure 8, extend the upper end of outer preform plate 5 of Side fascia outside the reinforcing bar stretched out in top plate prefabricated board 11 and be anchored in
In Side fascia in-situ layer；Top plate epithelium reinforcing bar scene colligation, the upper end of outer preform plate 5 of Side fascia is bent to downwards and is anchored in
In Side fascia in-situ layer；
As shown in fig. 7, bottom plate preformed layer includes bottom plate prefabricated board 13, girder rib 7, it is pre- that the lower edge of girder rib 7 is embedded in bottom plate in advance
In making sheet 13.As shown in figure 9, the reinforcing bar stretched out in bottom plate prefabricated board 13 is folded upward to the lower end of outer preform plate 5 of Side fascia
And be anchored in Side fascia in-situ layer, bottom plate epithelium reinforcing bar scene colligation, extend the lower end of outer preform plate 5 of Side fascia and anchor
In in Side fascia in-situ layer.
As shown in figure 13, Side fascia connecting method is overlapped to use in the adjacent pre-erection scene placement steel for overlapping Side fascia
Muscle cage 15, then pour concrete and form entirety.
As shown in figure 14, overlapping top plate connecting method uses the pre-erection in adjacent overlapping top plate to set additional bar
16, additional bar 16 is located above top plate prefabricated board, meanwhile, the epithelium reinforcing bar of two overlapping top plates interconnects, and then pours
Note concrete and form entirety；Overlapping bottom plate connecting method uses similar approach.
As shown in Figure 15,16, set 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 bottom plate or overlapping top plate are gone out using side
Muscle, and form it into reinforcing bar in the cast-in-place region inner bending anchoring in expansion joint, the necessary steel bar stress of scene placement or distributing 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 implementation
The structure difference of example 1 is：Overlapping lining 20 is provided with low cabin Nei Hegao cabins, overlapping lining 20 includes lining
Preformed layer and lining in-situ layer, lining preformed layer is by interior wall inner cord prefabricated board 21, lining outer preform plate 22 and purlin
Frame muscle 7 forms, and the upper and lower string of girder rib 7 is embedded in two layers of prefabricated board and replaces the vertical reinforcement of corresponding site in advance respectively, from
The hollow muscle that the vertical reinforcement that inside and outside two layers of prefabricated board lower end is stretched out bends and is mutually lapped is anchored in bottom plate in-situ layer
Interior, the hollow muscle that the vertical reinforcement stretched out from inside and outside two layers of prefabricated board upper end bends and is mutually lapped is anchored in low cabin top
In plate in-situ layer or high ceiling board in-situ layer, longitudinal reinforcement is provided with inside hollow muscle.
As shown in Figure 14,15, set 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 bottom plate or overlapping top plate go out muscle using side, and
The cast-in-place region inner bending anchoring in expansion joint, scene places necessary steel bar stress or distributing bar and forms it into framework of steel reinforcement and fix
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 bottom plate or cast-in-place bottom plate, overlapping Side fascia and overlapping height cabin transition wallboard, high cabin and low cabin overlapping top plate use phase
Isostructural overlapping top plate, overlapping top plate include top plate preformed layer and top plate in-situ layer, overlapping bottom plate including bottom plate preformed layer and
Bottom plate in-situ layer, cast-in-place bottom plate include bottom plate in-situ layer, and overlapping Side fascia includes Side fascia preformed layer and Side fascia in-situ layer, folded
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 layers of prefabricated board and girder rib, and the upper and lower string of girder rib is embedded in two in advance respectively
In layer prefabricated board and the vertical reinforcement of corresponding site is replaced, the bottom of inside and outside two layers of prefabricated board flushes, in inside and outside two layers of prefabricated board
Vertical reinforcement stretched out by prefabricated board lower end and bend and be mutually lapped into hollow muscle, and hollow muscle is internally provided with longitudinal direction
Reinforcing bar, hollow muscle are anchored in bottom 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 stretches out and bent inwards by prefabricated board upper end, and bending part is anchored in top plate 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 advance respectively in two layers transition wall prefabricated board and replace the vertical reinforcement of corresponding site, inside and outside two layers of transition wall
The bottom of prefabricated board flushes, and the vertical reinforcement stretched out from inside and outside two layers of transition wall prefabricated board lower end bends and be mutually lapped to be formed
Hollow muscle, hollow muscle are anchored in bottom 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 plate in-situ layer in, from outer layer transition wall prefabricated board upper end stretch out vertical reinforcement be anchored in the top plate in-situ layer in low cabin,
Vertical reinforcement upper end is longitudinally banded with reinforced mesh simultaneously, and reinforced mesh extends and is anchored in the top plate in-situ layer in high cabin；
The top plate preformed layer includes top plate prefabricated board, girder rib, and girder rib lower edge is embedded in top plate prefabricated board in advance, and top plate is prefabricated
Extend the outer preform plate upper end of Side fascia outside the reinforcing bar stretched out in plate and be anchored in Side fascia in-situ layer, top plate epithelium reinforcing bar
Live colligation, the outer preform plate upper end of Side fascia is bent to downwards and is anchored in Side fascia in-situ layer；
The bottom plate preformed layer includes bottom plate prefabricated board, girder rib, and girder rib lower edge is embedded in bottom plate prefabricated board in advance, and bottom plate is prefabricated
The reinforcing bar stretched out in plate is folded upward to the outer preform plate lower end of Side fascia and is anchored in Side fascia in-situ layer, bottom plate epithelium
The colligation of reinforcing bar scene, extend the outer preform plate lower end of Side fascia and be 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 in low cabin and/or in high cabin is arranged on, the overlapping lining includes lining preformed layer and lining shows
Layer is poured, lining preformed layer is made up of inside and outside two layers of prefabricated board and girder rib, and the upper and lower string of girder rib is embedded in two layers in advance respectively
In prefabricated board and the vertical reinforcement of corresponding site is replaced, the vertical reinforcement stretched out from inside and outside two layers of prefabricated board lower end bends simultaneously mutual
Mutually overlap the hollow muscle formed to be anchored in bottom plate in-situ layer, the vertical reinforcement bending stretched out from inside and outside two layers of prefabricated board upper end
And the hollow muscle being mutually lapped is anchored in low ceiling board in-situ layer or high ceiling board in-situ layer, is respectively provided with inside hollow muscle
There is 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 claim 1-3 any described height cabin assembled integral pipe gallery or escape canal, it is characterised in that：
Bridging is provided with steel reinforcement cage in the Side fascia in-situ layer of stitching portion between the overlapping Side fascia and overlapping Side fascia, and overlapping is high
Bridging is provided with steel reinforcement cage in the transition wallboard in-situ layer of stitching portion between low cabin transition wallboard.
5. according to claim 1-3 any described height cabin assembled integral pipe gallery or escape canal, it is characterised in that：
Bridging is provided with additional bar in top plate in-situ layer of the overlapping top plate with overlapping top plate stitching portion, and additional bar is located at top plate
Above prefabricated board, the elongated setting of epithelium reinforcing bar of two overlapping top plates；Bottom plate is overlapped with overlapping the bottom plate in-situ layer of bottom plate stitching portion
Interior bridging is provided with additional bar, and additional bar is located above bottom plate prefabricated board, the elongated setting of epithelium reinforcing bar of two overlapping bottom plates.
6. height cabin assembled integral pipe gallery according to claim 1 or escape canal, it is characterised in that：Described in
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 bottom plate or overlapping top plate are gone out using side
Muscle, the reinforcing bar of stretching are 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. 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, are set in expansion joint
It is equipped with waterstop, expansion joint both sides overlapping Side fascia, overlapping height cabin transition wallboard, overlapping lining, overlapping bottom plate or overlapping
Top plate goes out muscle using side, and the reinforcing bar of stretching 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 claim 1-3 any described height cabin assembled integral pipe gallery or escape canal, it is characterised in that：
The high cabin overlapping top plate is provided with haunch concrete construction reinforcing bar, haunch with overlapping the vertex that height cabin transition wallboard is formed
The side of concrete construction reinforcing bar is anchored in transition wallboard in-situ layer, and opposite side is anchored in the top plate in-situ layer in high cabin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720114867.9U CN206635804U (en) | 2017-02-08 | 2017-02-08 | A kind of height cabin assembled integral pipe gallery or escape canal |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720114867.9U CN206635804U (en) | 2017-02-08 | 2017-02-08 | A kind of height cabin assembled integral pipe gallery or escape canal |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638671A (en) * | 2017-02-08 | 2017-05-10 | 大连三川建筑科技有限公司 | High and low bin assembling integrated utility tunnel or draining canal |
| 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 |
-
2017
- 2017-02-08 CN CN201720114867.9U patent/CN206635804U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638671A (en) * | 2017-02-08 | 2017-05-10 | 大连三川建筑科技有限公司 | High and low bin assembling integrated utility tunnel or draining canal |
| 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 |
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Effective date of registration: 20210809 Address after: 116600 No. 11-1, Guanggu Road, Dalian Economic and Technological Development Zone, China (Liaoning) pilot Free Trade Zone, Dalian, Liaoning Patentee after: Dalian detai Sanchuan Construction Technology Co.,Ltd. Address before: 116000 Sanchuan building, No. 100 Bohai street, Pulandian City, Liaoning Province, Dalian City, Liaoning Province Patentee before: DALIAN SANCHUAN BUILDING TECHNOLOGY Co.,Ltd. |