CN206189458U - Multi -deck formula piping lane - Google Patents
Multi -deck formula piping lane Download PDFInfo
- Publication number
- CN206189458U CN206189458U CN201621175945.8U CN201621175945U CN206189458U CN 206189458 U CN206189458 U CN 206189458U CN 201621175945 U CN201621175945 U CN 201621175945U CN 206189458 U CN206189458 U CN 206189458U
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- prefabricated
- tube coupling
- prefabricated tube
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- 230000008878 coupling Effects 0.000 claims abstract description 144
- 238000010168 coupling process Methods 0.000 claims abstract description 144
- 238000005859 coupling reaction Methods 0.000 claims abstract description 144
- 238000005266 casting Methods 0.000 claims description 49
- 210000003205 muscle Anatomy 0.000 claims description 18
- 238000009958 sewing Methods 0.000 claims description 17
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000004873 anchoring Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 10
- 238000009417 prefabrication Methods 0.000 abstract description 8
- 230000009467 reduction Effects 0.000 abstract description 7
- 241000446313 Lamella Species 0.000 abstract 3
- 230000002940 repellent Effects 0.000 abstract 1
- 239000005871 repellent Substances 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 7
- 238000004078 waterproofing Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 5
- 230000008595 infiltration Effects 0.000 description 5
- 238000001764 infiltration Methods 0.000 description 5
- 230000032258 transport Effects 0.000 description 5
- 238000007596 consolidation process Methods 0.000 description 4
- 239000011440 grout Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 108010066057 cabin-1 Proteins 0.000 description 3
- 108010066114 cabin-2 Proteins 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 238000003786 synthesis reaction Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Abstract
The utility model belongs to municipal architecture engineering field discloses a multi -deck formula piping lane, and first cabin and second cabin are formed by the vertical concatenation of the prefabricated tube coupling of the first prefabricated tube coupling of multisection and second respectively, and settings of transversely aliging of first prefabricated tube coupling and the prefabricated tube coupling of second is equipped with one row at least prefabricated intermediate lamella between first prefabricated tube coupling and the second prefabrication tube coupling, and first prefabricated tube coupling and second prefabrication tube coupling include interior plate and outer panel, interior plate upper portion and the both sides on prefabricated intermediate lamella upper portion all are equipped with first connecting portion, the outer panel lower part and the both sides of prefabricated intermediate lamella lower part all are equipped with the second connecting portion, and first connecting portion link to each other through the coincide roof, and the second connecting portion link to each other through cast -in -place bottom plate. The utility model discloses structural integrity is good, it is lower to connect the cost, and transportation, the hoist and mount degree of difficulty of member reduce, and the efficiency of construction improves, and construction cycle is short, and site work measure reductions, water repellent's degree of difficulty reduction, and the seal plate can prevent effectively that year post -construction of a specified duration from stitching crack and water seepage's a problem.
Description
Technical field
The utility model belongs to civic building engineering field, and in particular to a kind of many cabin formula piping lanes.
Background technology
Traditional underground pipe gallery construction is typically the following two kinds mode：One is field cast-in-place, and two is prefabrication；Scene is existing
The all working for pouring formula underground pipe gallery is completed at the scene, so side wall and top board are intended to configuration template, not only causes a large amount of moulds
The waste of plate, while long construction period, to ensure the operating space of construction, earthwork excavated volume is big, and backfill amount is also larger, causes life
The construction period extended while the increase for producing cost, all raw material transports to scene with bulk form, and the making at scene is right
The ecological environment on periphery can also shine into destruction and pollute, and requirement is high to manually vibrating for the mode of cast-in-site, and vibrate unreal piping lane
The possibility that micro-crack occurs in later stage is larger, can leave leakage hidden trouble.Prefabricated piping lane spliced at the scene by the prefabricated tube coupling of more piece and
Into, this kind of mode causes the splicing seams of piping lane more, and the waterproof requirement at splicing seams is high, and difficulty is big, for city integrated piping lane,
Using full prefabrication system, prefabricated piping lane weight is likely to be breached tens tons, causes factory to manufacture difficult, logistics transportation difficult and live
Installation difficulty, and construction cost is high.
In sum, the excellent composite type piping lane of a kind of cost savings of exploitation, easy construction, water resistance is needed badly.
Utility model content
The purpose of this utility model is to provide the excellent many cabin formula piping lanes of a kind of cost savings, easy construction, water resistance.
Above-mentioned purpose is to be achieved through the following technical solutions：A kind of many cabin formula piping lanes, at least including the first cabin and the second cabin,
First cabin and the second cabin are respectively by the prefabricated tube coupling of more piece first and the second prefabricated tube coupling is longitudinal spliced forms, and described first is pre-
Tubulation section and the second prefabricated laterally aligned setting of tube coupling, at least one is provided between the first prefabricated tube coupling and the second prefabricated tube coupling
Prefabricated intermediate plate is arranged, the first prefabricated tube coupling and the second prefabricated tube coupling include interior plate and outer panel, the interior plate top
And the both sides on the prefabricated intermediate plate top are equipped with first connecting portion, the outer panel bottom and the prefabricated intermediate plate
The both sides of bottom are equipped with second connecting portion, and the first connecting portion is connected by overlapping top board, and the second connecting portion passes through
Cast-in-place base plate is connected.
Big, the weight weight for large-scale synthesis formula piping lane volume, prefabrication difficulty is big, and cost of transportation is high, and on-site consolidation is difficult
Problem, the utility model using it is prefabricated and it is cast-in-place be combined by the way of, on the one hand the first prefabricated tube coupling and the second prefabricated tube coupling
By the way of prefabrication on-site consolidation, behind the first cabin and the second cabin configuration, using prefabricated intermediate plate as connection bridge, bottom
Portion carries out cast-in-place connection, and the cast-in-place of casting top slab, and then the cabin in the middle of configuration, this practicality are carried out after the hoisting prefabricated top board in top
New structure good integrity, link cost are relatively low, and scene drops without formwork supporting plate, the transport of component and the hoisting difficulty at scene
Low, efficiency of construction is greatly improved, short construction period, and the amount of casting and compacting of concrete is significantly reduced, and reduces the workload of site operation,
By the way of part is cast-in-place, the construction joint of component is also significantly reduced, the difficulty reduction of water-proofing treatment, the machine that infiltration hidden danger occurs
Rate is smaller.
Further, the prefabricated intermediate plate is provided with U-shaped mouth, and the overlapping top board includes prefabricated top board and casting top slab, institute
State casting top slab and extend to U-shaped mouth bottom.It is arranged such, one side casting top slab is more preferable with the globality of prefabricated intermediate plate, separately
On the one hand the joint face of the two is thoroughly covered by casting top slab, eliminates infiltration hidden danger.
Further, the overlapping top board includes prefabricated top board and casting top slab, and the casting top slab is prefabricated with described first
It is provided with seal plate at tube coupling, the connecting sewing of the second prefabricated tube coupling, it is the cast-in-place base plate and the described first prefabricated tube coupling, second prefabricated
Seal plate is provided with the connecting sewing of tube coupling and prefabricated intermediate plate.Seal plate is set at above-mentioned splicing seams, can effectively prevent older
The problem of construction joint crack and water leakage, can reach permanent waterproof effect afterwards.
Further, the first connecting portion is support bracket, and the both sides of the prefabricated top board are overlapped on are arranged on horizontal stroke respectively
To on the support bracket being disposed adjacent.Prefabricated tube coupling after prefabricated top board is shelved on support bracket, is being entered using support bracket
The quantity of scene support and the usage amount of end template can be reduced in the casting process of row casting top slab.
Further, the casting top slab sets with the seal plate at the connecting sewing of the first prefabricated tube coupling and the second prefabricated tube coupling
Put in the top of support bracket, the seal plate side is anchored in the interior plate of the first prefabricated tube coupling or the second prefabricated tube coupling,
Opposite side is anchored in casting top slab.In this way, water can effectively be prevented along casting top slab and the first prefabricated tube coupling and the second prefabricated pipe
The top of the connecting sewing of section is penetrated into, and improves the waterproof effect of piping lane.
Further, the second connecting portion is base plate of encorbelmenting, and the base plate of encorbelmenting is provided with recessed with the connection end of cast-in-place base plate
Mouthful.It is arranged such, increases encorbelment base plate and the contact area of cast-in-place base plate, that is, increases encorbelment base plate and the bonding of cast-in-place base plate
Power, improves the globality of piping lane.
Further, the cast-in-place base plate sets with the seal plate at the connecting sewing of the first prefabricated tube coupling and the second prefabricated tube coupling
Put in the recess, the seal plate side is anchored in base plate of encorbelmenting, and opposite side is anchored in cast-in-place base plate.In this way, can
Effectively prevent water from being penetrated into along the bottom of casting top slab and the connecting sewing of the first prefabricated tube coupling and the second prefabricated tube coupling, improve piping lane
Waterproof effect.It is preferred that, splash guard also is provided with the recess of the base plate of encorbelmenting of prefabricated intermediate plate, so cast-in-place base plate and bottom of encorbelmenting
The connecting sewing of plate takes splash guard and carries out water-proofing treatment.
Further, it is provided with dowel in the cast-in-place base plate and casting top slab, the first prefabricated tube coupling and second prefabricated
Sleeve is provided with tube coupling, the sleeve is fixedly connected with dowel.Prefabricated piping lane uses sleeve connection with cast-in-place part, makes prefabricated
Piping lane and cast-in-place part are connected as a single entity, and globality is strengthened.The sleeve can be screw thread mouth, one in the dowel insertion sleeve
It is the end of thread to hold, and the two uses grout sleeve, dowel to connect using grouting with grout sleeve using threaded connection, or sleeve
Connect.It is preferred that, sleeve also is provided with prefabricated intermediate plate, and be connected with the dowel in cast-in-place base plate and/or casting top slab.
Further, the prefabricated top board is provided with structure muscle, and the structure muscle stretches out the top surface of prefabricated top board and is anchored at existing
In pouring top board.It is arranged such, prefabricated top board is more preferable with the globality of casting top slab, and the intensity of casting top slab is bigger, can be effective
Increase the ability of resistance to compression and the shearing resistance of casting top slab.
Further, the top board top of the described first prefabricated tube coupling and/or the second prefabricated tube coupling is provided with bar-mat reinforcement, described cast-in-place
Top board extends to the top board top of the first prefabricated tube coupling and/or the second prefabricated tube coupling.It is arranged such, equivalent in whole piping lane
Top is provided with one layer of in-situ layer, and not only globality is more preferable, and in-situ layer covers horizontal seam connector of the present utility model, significantly
Increased the water proofing property of piping lane.
Further, the described first prefabricated tube coupling, the second prefabricated tube coupling and the prefabricated intermediate plate are provided with anchor rib, described
Anchor rib one end is anchored in the first prefabricated tube coupling, the second prefabricated tube coupling or prefabricated intermediate plate, and the other end is anchored at casting top slab
In.It is arranged such, globality of the present utility model is more preferable.
Further, the top board of the described second prefabricated tube coupling is less than the top board of the described first prefabricated tube coupling, and described second is prefabricated
The side plate near the first prefabricated tube coupling of tube coupling extends to the top board top of the second prefabricated tube coupling.It is arranged such, when second prefabricated
When the space requirement of tube coupling is not high, accordingly reduce the sectional dimension of component, the difficulty reduction of production, the transport of component and scene
Hoisting difficulty reduce.In such cases, the first connecting portion of the second prefabricated tube coupling should be with the first of the first prefabricated tube coupling
Connecting portion alignment is set.
Further, the described first prefabricated tube coupling, the second prefabricated tube coupling and prefabricated intermediate plate are longitudinally provided with prestressing force and wear muscle hole,
The prestressing force is equipped with presstressed reinforcing steel in wearing muscle hole.In this way, applying certain stress by presstressed reinforcing steel so that longitudinal direction sets
The prefabricated tube coupling of more piece put and prefabricated intermediate plate are closely coupled, reduce as far as possible between longitudinally disposed prefabricated tube coupling and
Gap between prefabricated intermediate plate so that its Mosaic face is closely adjacent to, improves the globality and water proofing property of piping lane.
Further, the prefabricated intermediate plate is provided with tensioning and stamps, and the prestressing force on the prefabricated intermediate plate is worn muscle hole and is arranged on
The tensioning is stamped.
Further, the prestressing force of the first prefabricated tube coupling and the second prefabricated tube coupling wears muscle hole and is arranged on the first prefabricated tube coupling and
The corner inner side of two prefabricated tube couplings.
Brief description of the drawings
The accompanying drawing for constituting a part of the present utility model is used for providing being further understood to of the present utility model, and this practicality is new
The schematic description and description of type is used to explain the utility model, does not constitute to improper restriction of the present utility model.
Fig. 1 is the horizontal section schematic diagram of four cabin piping lanes involved by a kind of implementation method of the utility model；
Fig. 2 is the generalized section of the first prefabricated tube coupling involved by a kind of implementation method of the utility model；
Fig. 3 is the generalized section of the second prefabricated tube coupling involved by a kind of implementation method of the utility model；
Fig. 4 and Fig. 5 are respectively the generalized section of the prefabricated intermediate plate involved by a kind of implementation method of the utility model；
Fig. 6 is the connecting node schematic diagram of overlapping top board and the first prefabricated tube coupling involved in Fig. 1；
Fig. 7 is the connecting node schematic diagram of cast-in-place base plate and the first prefabricated tube coupling involved in Fig. 1；
Fig. 8 is the connecting node schematic diagram of overlapping top board and the second prefabricated tube coupling involved in Fig. 1；
Fig. 9 is the connecting node schematic diagram of overlapping top board and prefabricated intermediate plate involved in Fig. 1.
In figure：
The prefabricated tube coupling of 1 first cabin, 2 second cabin, 3 prefabricated intermediate plate 4 first
The prefabricated top board of 5 second prefabricated tube coupling, 6 interior plate, 7 outer panel 8
9 10 cast-in-place base plate of casting top slab, 11 seal plate 12 supports bracket
13 encorbelment the sleeve of 14 recess of base plate, 15 dowel 16
The prestressing force of 17 structure muscle, 18 bar-mat reinforcement, 19 anchor rib 20 wears muscle hole
22 U-shaped mouths are stamped in 21 tensioning
Specific embodiment
The utility model is described in detail below in conjunction with the accompanying drawings, the description of this part be only it is exemplary and explanatory,
There should not be any restriction effect to protection domain of the present utility model.Additionally, those skilled in the art's retouching according to presents
State, respective combination can be carried out to the feature in embodiment in presents and in different embodiments.
The utility model embodiment is as follows, reference picture 1：A kind of many cabin formula piping lanes, at least including the first cabin 1 and the second cabin 2,
The cabin 2 of first cabin 1 and second is formed by the prefabricated tube coupling 5 of the prefabricated tube coupling of more piece first 4 and second is longitudinal spliced respectively, and described
One prefabricated tube coupling 4 and the laterally aligned setting of the second prefabricated tube coupling 5, set between the prefabricated tube coupling 5 of the first prefabricated tube coupling 4 and second
There is the prefabricated intermediate plate 3 of an at least row, the prefabricated tube coupling 5 of the first prefabricated tube coupling 4 and second includes interior plate 6 and outer panel 7, institute
The both sides for stating the top of interior plate 6 and the top of prefabricated intermediate plate 3 are equipped with first connecting portion, the bottom of the outer panel 7 with
And the both sides of the bottom of prefabricated intermediate plate 3 are equipped with second connecting portion, the first connecting portion is connected by overlapping top board, institute
Second connecting portion is stated to be connected by cast-in-place base plate 10.
Big, the weight weight for large-scale synthesis formula piping lane volume, prefabrication difficulty is big, and cost of transportation is high, and on-site consolidation is difficult
Problem, the utility model using it is prefabricated and it is cast-in-place be combined by the way of, on the one hand the first prefabricated tube coupling 4 and the second prefabricated tube coupling
5 by the way of prefabrication on-site consolidation, behind the first cabin 1 and the configuration of the second cabin 2, using prefabricated intermediate plate 3 as connecting bridge
Beam, bottom carries out cast-in-place connection, and the cast-in-place of casting top slab 9, and then the cabin in the middle of configuration are carried out after the hoisting prefabricated top board 8 in top
Room, the utility model structural integrity is good, link cost is relatively low, and scene is without formwork supporting plate, the transport of component and hanging for scene
Dress difficulty is reduced, and efficiency of construction is greatly improved, short construction period, and the amount of casting and compacting of concrete is significantly reduced, and reduction scene is applied
The workload of work, by the way of part is cast-in-place, the construction joint of component is also significantly reduced, the difficulty reduction of water-proofing treatment, infiltration
The probability that hidden danger occurs is smaller.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 5, the prefabricated intermediate plate 3 is provided with U
Type mouthful 22, the overlapping top board includes prefabricated top board 8 and casting top slab 9, and the casting top slab 9 extends to the bottom of U-shaped mouth 22.Such as
This is set, and one side casting top slab 9 is more preferable with the globality of prefabricated intermediate plate 3, and on the other hand the joint face of the two is thoroughly showed
Pour top board 9 to cover, eliminate infiltration hidden danger.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 6, Fig. 8 and Fig. 9, the overlapping top board
Including prefabricated top board 8 and casting top slab 9, the casting top slab 9 and the described first prefabricated tube coupling 4, the connection of the second prefabricated tube coupling 5
Seal plate 11, the cast-in-place base plate 10 and the described first prefabricated tube coupling 4, the second prefabricated tube coupling 5 and prefabricated intermediate plate 3 are provided with seam
Connecting sewing at be provided with seal plate 11.Seal plate 11 is set at above-mentioned splicing seams, and construction joint ftractures long afterwards can effectively to prevent year
The problem of infiltration, can reach permanent waterproof effect.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2~6, the first connecting portion is branch
Support bracket 12, the both sides of the prefabricated top board 8 are overlapped on the support bracket 12 for being arranged on laterally adjacent setting respectively.Prefabricated pipe
Be shelved on for prefabricated top board 8 after supporting on bracket 12, in the casting process for carrying out casting top slab 9 by section using support bracket 12
The quantity of scene support and the usage amount of end template can be reduced.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2~9, the casting top slab 9 and the
Seal plate 11 at the connecting sewing of one prefabricated tube coupling 4 and the second prefabricated tube coupling 5 is arranged on the top of support bracket 12, described to stop
The side of water plate 11 is anchored in the interior plate 6 of the first prefabricated prefabricated tube coupling 5 of tube coupling 4 or the second, and opposite side is anchored at casting top slab 9
In.In this way, can effectively prevent from being oozed at the top of connecting sewing of the water along casting top slab 9 with the first prefabricated tube coupling 4 and the second prefabricated tube coupling 5
Enter, improve the waterproof effect of piping lane.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2~5, the second connecting portion is outstanding
Base plate 13 is chosen, the base plate 13 of encorbelmenting is provided with recess 14 with the connection end of cast-in-place base plate 10.It is arranged such, increases base plate 13 of encorbelmenting
With the contact area of cast-in-place base plate 10, that is, increase encorbelment base plate 13 and the cohesive force of cast-in-place base plate 10, improve the globality of piping lane.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1 and Fig. 7, the cast-in-place base plate 10 with
Seal plate 11 at the connecting sewing of the first prefabricated tube coupling 4 and the second prefabricated tube coupling 5 is arranged in the recess 14, the sealing
The side of plate 11 is anchored in base plate 13 of encorbelmenting, and opposite side is anchored in cast-in-place base plate 10.In this way, water can effectively be prevented along cast-in-place top
The bottom of the connecting sewing of the prefabricated tube coupling 4 of plate 9 and first and the second prefabricated tube coupling 5 is penetrated into, and improves the waterproof effect of piping lane.It is preferred that,
Splash guard also is provided with the recess 14 of the base plate 13 of encorbelmenting of prefabricated intermediate plate 3, so cast-in-place base plate 10 and base plate 13 of encorbelmenting
Connecting sewing takes splash guard and carries out water-proofing treatment.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1 and Fig. 6~9, the cast-in-place base plate
10 and casting top slab 9 in be provided with dowel 15, be provided with sleeve 16 in the prefabricated tube coupling 5 of the first prefabricated tube coupling 4 and second, it is described
Sleeve 16 is fixedly connected with dowel 15.Prefabricated piping lane is connected with cast-in-place part using sleeve 16, makes prefabricated piping lane and cast-in-place portion
Divide and be connected as a single entity, globality is strengthened.The sleeve 16 can be screw thread mouth, and one end is spiral shell in the insertion sleeve 16 of the dowel 15
Line end, the two uses grout sleeve 16, dowel 15 to connect using grouting with grout sleeve 16 using threaded connection, or sleeve 16
Connect.It is preferred that, also be provided with sleeve 16 in prefabricated intermediate plate 3, and with cast-in-place base plate 10 and/or casting top slab 9 in the phase of dowel 15
Even.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the prefabricated top board 8 is provided with structure
Muscle 17, the structure muscle 17 stretches out the top surface of prefabricated top board 8 and is anchored in casting top slab 9.Be arranged such, prefabricated top board 8 with
More preferably, and the intensity of casting top slab 9 is bigger the globality of casting top slab 9, can be effectively increased the resistance to compression and shearing resistance of casting top slab 9
Ability.
On the basis of above-described embodiment, in another embodiment of the utility model, first is prefabricated as described in Fig. 1, Fig. 6 and Fig. 8
The top board top of the prefabricated tube coupling 5 of tube coupling 4 and/or second is provided with bar-mat reinforcement 18, and the casting top slab 9 extends to the first prefabricated tube coupling
4 and/or second prefabricated tube coupling 5 top board top.Be arranged such, equivalent to the top of whole piping lane be provided with one layer it is cast-in-place
Layer, not only globality is more preferable, and in-situ layer covers horizontal seam connector of the present utility model, considerably increases the waterproof of piping lane
Property.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, Fig. 6 and Fig. 8, described first is prefabricated
Tube coupling 4, the second prefabricated tube coupling 5 and the prefabricated intermediate plate 3 are provided with anchor rib 19, and the one end of the anchor rib 19 is anchored at first
In prefabricated tube coupling 4, the second prefabricated tube coupling 5 or prefabricated intermediate plate 3, the other end is anchored in casting top slab 9.It is arranged such, this reality
It is more preferable with new globality.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1 and Fig. 3, the second prefabricated tube coupling
5 top board is less than the top board of the described first prefabricated tube coupling 4, the side plate near the first prefabricated tube coupling 4 of the second prefabricated tube coupling 5
Extend to the top board top of the second prefabricated tube coupling 5.It is arranged such, when the space requirement of the second prefabricated tube coupling 5 is not high, accordingly subtracts
The sectional dimension of primary structural component, the difficulty reduction of production, the transport of component and the hoisting difficulty at scene are reduced.This kind of situation
Under, the first connecting portion of the second prefabricated tube coupling 5 should align setting with the first connecting portion of the first prefabricated tube coupling 4.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1~5, the first prefabricated tube coupling 4,
Second prefabricated tube coupling 5 and the longitudinal direction of prefabricated intermediate plate 3 are provided with prestressing force and wear muscle hole 20, and the prestressing force is worn and be equipped with muscle hole 20 pre-
Stress rib.In this way, applying certain stress by presstressed reinforcing steel so that the prefabricated tube coupling of longitudinally disposed more piece and it is prefabricated in
Between plate 3 it is closely coupled, the gap between longitudinally disposed prefabricated tube coupling and between prefabricated intermediate plate 3 is reduced as far as possible, make
Obtain its Mosaic face to be closely adjacent to, improve the globality and water proofing property of piping lane.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 4, the prefabricated intermediate plate 3 is provided with to be opened
Drawing stamps 21, and the prestressing force on the prefabricated intermediate plate 3 wears muscle hole 20 and is arranged on the tensioning and stamps on 21.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2 and Fig. 3, the He of the first prefabricated tube coupling 4
The prestressing force of the second prefabricated tube coupling 5 wears the corner inner side that muscle hole 20 is arranged on the first prefabricated tube coupling 4 and the second prefabricated tube coupling 5.
The above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as protection domain of the present utility model.
Claims (10)
1. a kind of many cabin formula piping lanes, at least including the first cabin and the second cabin, first cabin and the second cabin are respectively by more piece first
Prefabricated tube coupling and the second prefabricated tube coupling is longitudinal spliced forms, the first prefabricated tube coupling and the second prefabricated tube coupling is laterally aligned sets
Put, it is characterised in that at least prefabricated intermediate plate of a row, described are provided between the first prefabricated tube coupling and the second prefabricated tube coupling
One prefabricated tube coupling and the second prefabricated tube coupling include interior plate and outer panel, on the interior plate top and the prefabricated intermediate plate
The both sides in portion are equipped with first connecting portion, and the both sides of the outer panel bottom and the prefabricated intermediate plate bottom are equipped with second
Connecting portion, the first connecting portion is connected by overlapping top board, and the second connecting portion is connected by cast-in-place base plate.
2. many cabin formula piping lanes according to claim 1, it is characterised in that the prefabricated intermediate plate is provided with U-shaped mouth, described folded
Closing top board includes prefabricated top board and casting top slab, and the casting top slab extends to U-shaped mouth bottom.
3. many cabin formula piping lanes according to claim 1, it is characterised in that the overlapping top board includes prefabricated top board and cast-in-place
Top board, seal plate is provided with the casting top slab and the described first prefabricated tube coupling, the connecting sewing of the second prefabricated tube coupling, described cast-in-place
Seal plate is provided with base plate and the connecting sewing of the described first prefabricated tube coupling, the second prefabricated tube coupling and prefabricated intermediate plate.
4. many cabin formula piping lanes according to claim 3, it is characterised in that the first connecting portion is support bracket, described
The both sides of prefabricated top board are overlapped on the support bracket for being arranged on laterally adjacent setting respectively.
5. many cabin formula piping lanes according to claim 4, it is characterised in that the casting top slab and the first prefabricated tube coupling and
Seal plate at the connecting sewing of the second prefabricated tube coupling is arranged on the top of support bracket, and it is pre- that the seal plate side is anchored at first
In the interior plate of tubulation section or the second prefabricated tube coupling, opposite side is anchored in casting top slab.
6. many cabin formula piping lanes according to claim 5, it is characterised in that the second connecting portion is base plate of encorbelmenting, described
Base plate of encorbelmenting is provided with recess, the cast-in-place base plate and the first prefabricated tube coupling and the second prefabricated tube coupling with the connection end of cast-in-place base plate
Connecting sewing at seal plate be arranged in the recess, the seal plate side is anchored in base plate of encorbelmenting, opposite side anchoring
In cast-in-place base plate.
7. many cabin formula piping lanes according to claim 2~6 any one, it is characterised in that the cast-in-place base plate and cast-in-place
Dowel is provided with top board, sleeve is provided with the first prefabricated tube coupling and the second prefabricated tube coupling, the sleeve is consolidated with dowel
Fixed connection.
8. many cabin formula piping lanes according to claim 7, it is characterised in that the prefabricated top board is provided with structure muscle, the knot
Structure muscle stretches out the top surface of prefabricated top board and is anchored in casting top slab.
9. many cabin formula piping lanes according to claim 7, it is characterised in that the first prefabricated tube coupling and/or second prefabricated
The top board top of tube coupling is provided with bar-mat reinforcement, and the casting top slab extends to the top of the first prefabricated tube coupling and/or the second prefabricated tube coupling
Plate top, the first prefabricated tube coupling, the second prefabricated tube coupling and the prefabricated intermediate plate are provided with anchor rib, the anchor rib one
End is anchored in the first prefabricated tube coupling, the second prefabricated tube coupling or prefabricated intermediate plate, and the other end is anchored in casting top slab.
10. many cabin formula piping lanes according to claim 7, it is characterised in that the prefabricated intermediate plate is provided with tensioning and stamps, described
First prefabricated tube coupling, the tensioning of the corner inner side of the second prefabricated tube coupling and prefabricated intermediate plate are stamped longitudinal direction and are provided with prestressing force and wear muscle hole,
The prestressing force is equipped with presstressed reinforcing steel in wearing muscle hole.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621175945.8U CN206189458U (en) | 2016-11-02 | 2016-11-02 | Multi -deck formula piping lane |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201621175945.8U CN206189458U (en) | 2016-11-02 | 2016-11-02 | Multi -deck formula piping lane |
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| CN206189458U true CN206189458U (en) | 2017-05-24 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109555159A (en) * | 2018-12-31 | 2019-04-02 | 上海城建预制构件有限公司 | A kind of prefabricated pipe gallery method for stretching |
| CN111851328A (en) * | 2020-07-06 | 2020-10-30 | 海门市帕源路桥建设有限公司 | Modular, standardized prefabricating and assembling construction process for box culvert concrete structural steel bars |
-
2016
- 2016-11-02 CN CN201621175945.8U patent/CN206189458U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109555159A (en) * | 2018-12-31 | 2019-04-02 | 上海城建预制构件有限公司 | A kind of prefabricated pipe gallery method for stretching |
| CN111851328A (en) * | 2020-07-06 | 2020-10-30 | 海门市帕源路桥建设有限公司 | Modular, standardized prefabricating and assembling construction process for box culvert concrete structural steel bars |
| CN111851328B (en) * | 2020-07-06 | 2021-08-27 | 海门市帕源路桥建设有限公司 | Modular, standardized prefabricating and assembling construction process for box culvert concrete structural steel bars |
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