CN206189456U - Three cabin piping lanes - Google Patents
Three cabin piping lanes Download PDFInfo
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- CN206189456U CN206189456U CN201621174141.6U CN201621174141U CN206189456U CN 206189456 U CN206189456 U CN 206189456U CN 201621174141 U CN201621174141 U CN 201621174141U CN 206189456 U CN206189456 U CN 206189456U
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- tube coupling
- prefabricated
- prefabricated tube
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- cast
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- 230000008878 coupling Effects 0.000 claims abstract description 153
- 238000010168 coupling process Methods 0.000 claims abstract description 153
- 238000005859 coupling reaction Methods 0.000 claims abstract description 153
- 238000005266 casting Methods 0.000 claims description 40
- 210000003205 muscle Anatomy 0.000 claims description 16
- 238000009958 sewing Methods 0.000 claims description 14
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 13
- 230000009467 reduction Effects 0.000 abstract description 6
- 230000002940 repellent Effects 0.000 abstract 1
- 239000005871 repellent Substances 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 8
- 230000032258 transport Effects 0.000 description 7
- 238000009417 prefabrication Methods 0.000 description 6
- 238000004078 waterproofing Methods 0.000 description 5
- 238000007596 consolidation process Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 239000011440 grout Substances 0.000 description 4
- 238000011065 in-situ storage Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 108010066057 cabin-1 Proteins 0.000 description 3
- 108010066114 cabin-2 Proteins 0.000 description 3
- 238000000034 method 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
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration 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
- 108010066278 cabin-4 Proteins 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000005336 cracking Methods 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
- 238000005457 optimization Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Road Paving Structures (AREA)
Abstract
The utility model belongs to municipal architecture engineering field discloses a three cabin piping lanes, 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 first prefabricated tube coupling and second prefabricate the tube coupling setting of transversely aliging, the prefabricated tube coupling of first prefabricated tube coupling and second includes interior plate and outer panel, interior plate upper portion and lower part are equipped with first connecting portion and second connecting portion respectively, first connecting portion link to each other through the coincide roof, the second connecting portion link to each other through cast -in -place bottom plate, and the coincide roof is equipped with the seal plate including prefabricated roof and cast -in -place top plate, cast -in -place top plate and cast -in -place bottom plate with the joint line department of first prefabricated tube coupling and the prefabricated tube coupling of second. 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 on -the -spot construction 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 three cabin piping lane.
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
Extend construction period while the increase for producing cost；All raw material transports to scene with bulk form, and the making at scene is to week
The ecological environment on side can also shine into destruction and pollute；The mode of cast-in-site is high to artificial requirement of vibrating, after the unreal piping lane that vibrates
The possibility that micro-crack occurs in phase is larger, can leave leakage hidden trouble.Prefabricated piping lane is spliced at the scene by the prefabricated tube coupling of more piece,
This kind of mode causes the splicing seams of piping lane more, and the waterproof requirement at splicing seams is high, difficulty big, and city integrated piping lane is using complete pre-
Mode processed, weight is likely to be breached tens tons, and difficult, logistics transportation is difficult and in-site installation is difficult to cause factory to manufacture, and construction
High cost.
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 three excellent cabin 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 three cabin piping lanes, including the first cabin, the second cabin and the 3rd
Cabin, first cabin and the second cabin respectively by the prefabricated tube coupling of more piece first and the second prefabricated tube coupling is longitudinal spliced forms, described
One prefabricated tube coupling and the second prefabricated laterally aligned setting of tube coupling, the first prefabricated tube coupling and the second prefabricated tube coupling include interior plate
And outer panel, the interior plate upper and lower part is respectively equipped with first connecting portion and second connecting portion, the first prefabricated tube coupling
First connecting portion be connected by overlapping top board with the first connecting portion of the second prefabricated tube coupling, the second of the first prefabricated tube coupling
The second connecting portion of connecting portion and the second prefabricated tube coupling is connected by cast-in-place base plate, the overlapping top board, cast-in-place base plate and interior
Side plate constitutes the 3rd cabin；The overlapping top board includes prefabricated top board and casting top slab, the casting top slab and cast-in-place base plate and institute
Seal plate is provided with the connecting sewing for stating the first prefabricated tube coupling and the second prefabricated tube coupling.
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, the first prefabricated tube coupling and the second prefabricated tube coupling it
Between bottom carry out cast-in-place connection, the cast-in-place of casting top slab, and then the 3rd cabin in the middle of configuration are carried out after the hoisting prefabricated top board in top,
The utility model structural integrity is good, link cost is relatively low, and scene is without formwork supporting plate, and the transport of component and the lifting at scene are difficult
Degree 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 reduces site operation
Workload, 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, and seep water hidden danger
The probability of appearance is smaller, construction joint, i.e., seal plate is set at above-mentioned splicing seams, and construction joint cracking oozes long afterwards can effectively to prevent year
The problem of water, can reach permanent waterproof effect.
Further, the first connecting portion is support bracket, and the both sides of the prefabricated top board are overlapped on are arranged on institute respectively
State on the support bracket on the first prefabricated tube coupling and the second prefabricated tube coupling.Prefabricated tube coupling is put prefabricated top board using support bracket
After putting on support bracket, the use of live supported amount and end template can be reduced in the casting process for carrying out casting top slab
Amount.
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.Seal plate at the connecting sewing of the cast-in-place base plate and the first prefabricated tube coupling and the second prefabricated tube coupling is arranged on the recess
Interior, 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, bottom of encorbelmenting can be increased
Plate and the contact area of cast-in-place base plate, that is, increase encorbelment base plate and the cohesive force of cast-in-place base plate, improves the globality of piping lane；Can have
Effect prevents 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, improves the anti-of piping lane
Water effect.
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.
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 the connecting sewing in three cabins of the present utility model,
Considerably increase the water proofing property of piping lane.
Further, the top board of the described first prefabricated tube coupling and/or the second prefabricated tube coupling is provided with anchor rib, the anchor rib one
End is anchored in the top board of the first prefabricated tube coupling and/or the second prefabricated tube coupling, and the other end is anchored in casting top slab.So set
Put, casting top slab is more preferable with the globality of the first prefabricated tube coupling and/or the second prefabricated tube coupling.
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 interior 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 pre-
When the space requirement of tubulation section is not high, the corresponding sectional dimension for reducing component, the difficulty reduction of production, the transport of component and existing
The hoisting difficulty of field is reduced.In such cases, the first connecting portion of the second prefabricated tube coupling should be with the of the first prefabricated tube coupling
The alignment of one connecting portion is set.
Further, the described first prefabricated tube coupling and the second prefabricated tube coupling are longitudinally provided with prestressing force and wear muscle hole, the prestressing force
Wear and be equipped with presstressed reinforcing steel in muscle hole.In this way, applying certain stress by presstressed reinforcing steel so that longitudinally disposed more piece is pre-
Tubulation section is closely coupled, the gap between longitudinally disposed prefabricated tube coupling is reduced as far as possible so that its Mosaic face is closely adjacent to,
Improve the globality and water proofing property of piping lane.
Further, the prestressing force wears the corner inner side that muscle hole sets the first prefabricated tube coupling and the second prefabricated tube coupling.
Implementation of the present utility model, is production, transport, the global optimization of assembling of traditional prefabricated piping lane and cast-in-place piping lane,
Relative significantly few with cast-in-place piping lane template amount, whole construction can accomplish that streamlined is constructed, and can be protected from weather influences, and the duration contracts significantly
It is short, while reducing the consumption of the water at scene, reduce live bearing tool and template.Compared to the mode of cast-in-place shaping,
Solving may cause infiltration phenomenon seriously, while saved being produced into because of leakiness or the reason such as curing condition is not good of vibrating
This.The relative sectional dimension with complete prefabricated piping lane component diminishes, the difficulty reduction of Prefabrication, the transport of component and scene
Hoisting difficulty is reduced, and practicality is bigger.
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 three 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 is the connecting node schematic diagram of overlapping top board and the first prefabricated tube coupling involved in Fig. 1；
Fig. 5 is the connecting node schematic diagram of cast-in-place base plate and the first prefabricated tube coupling involved in Fig. 1；
Fig. 6 is the connecting node schematic diagram of overlapping top board and the second prefabricated tube coupling involved in Fig. 1.
In figure：
The prefabricated tube coupling in 1 first the 3rd cabin of 2 second cabin 3 of cabin 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
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 three cabin piping lanes, including the first cabin 1, the second cabin 2 and the 3rd cabin
3, 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, described
First prefabricated tube coupling 4 and the laterally aligned setting of the second prefabricated tube coupling 5, the prefabricated tube coupling 5 of the first prefabricated tube coupling 4 and second include
Interior plate 6 and outer panel 7, the upper and lower part of the interior plate 6 are respectively equipped with first connecting portion and second connecting portion, described first
The first connecting portion of prefabricated tube coupling 4 is connected with the first connecting portion of the second prefabricated tube coupling 5 by overlapping top board, and described first is prefabricated
The second connecting portion of tube coupling 4 is connected with the second connecting portion of the second prefabricated tube coupling 5 by cast-in-place base plate 10, the overlapping top board,
Cast-in-place base plate 10 and interior plate 6 constitute the 3rd cabin 3；The overlapping top board includes prefabricated top board 8 and casting top slab 9, described existing
Pour and be provided with seal plate 11 at top board 9 and cast-in-place base plate 10 and the connecting sewing of the described first prefabricated tube coupling 4 and the second prefabricated tube coupling 5.
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, the first prefabricated tube coupling 4 and the second prefabricated pipe
Bottom carries out cast-in-place connection between section 5, and the cast-in-place of casting top slab 9 is carried out after the hoisting prefabricated top board 8 in top, and then in the middle of configuration
3rd cabin 3, the utility model structural integrity is good, link cost is relatively low, and scene is without formwork supporting plate, the transport of component and scene
Hoisting difficulty reduce, efficiency of construction is greatly improved, short construction period, and the amount of casting and compacting of concrete is significantly reduced, and is reduced existing
The workload of field construction, by the way of part is cast-in-place, the construction joint of component is bright also to show reduction, and the difficulty of water-proofing treatment is reduced,
The probability that infiltration hidden danger occurs is smaller, and construction joint sets seal plate 11 at that is, above-mentioned splicing seams, can effectively prevent year from applying long afterwards
Work stitches the problem of crack and water leakage, can reach permanent waterproof effect.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figure 1, Figure 2 with 4, the first connecting portion
It is support bracket 12, the both sides of the prefabricated top board 8 are overlapped on are arranged on the described first prefabricated tube coupling 4 and the second prefabricated pipe respectively
On support bracket 12 on section 5.Be shelved on for prefabricated top board 8 after supporting on bracket 12 by prefabricated tube coupling using support bracket 12,
Can reduce in the casting process of casting top slab 9 usage amount of live supported amount and end template.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 4, the casting top slab 9 is pre- with first
Seal plate 11 at the connecting sewing of the prefabricated tube coupling 5 of tubulation section 4 and second is arranged on the top of support bracket 12, the seal plate
11 sides are 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 in casting top slab 9.
In this way, can effectively prevent water from being penetrated into along the top of the prefabricated tube coupling 4 of casting top slab 9 and first and the connecting sewing of the second prefabricated tube coupling 5,
Improve the waterproof effect of piping lane.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1~5, 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. 5, the cast-in-place base plate 10 and first
Seal plate 11 at the connecting sewing of the prefabricated tube coupling 5 of prefabricated tube coupling 4 and second is arranged in the recess 14, the seal plate 11
Side 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 casting top slab 9
Bottom with the first prefabricated tube coupling 4 and the connecting sewing of the second prefabricated tube coupling 5 is penetrated into, and improves the waterproof effect of piping lane.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1~6, the cast-in-place base plate 10 and existing
Pour and be provided with dowel 15 in top board 9, sleeve 16, the sleeve 16 are provided with the prefabricated tube coupling 5 of the first prefabricated tube coupling 4 and second
It is fixedly connected with dowel 15.Prefabricated piping lane is connected with cast-in-place part using sleeve 16, is linked as prefabricated piping lane and cast-in-place part
Integrally, globality is strengthened.The sleeve 16 can be screw thread mouth, and one end is the end of thread in the insertion sleeve 16 of the dowel 15,
The two uses grout sleeve 16, dowel 15 to be connected using grouting with grout sleeve 16 using threaded connection, or sleeve 16.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 4, 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, such as Fig. 1~4, the first prefabricated tube coupling 4
And/or second the top board top of prefabricated tube coupling 5 be provided with bar-mat reinforcement 18, the casting top slab 9 extend to the first prefabricated tube coupling 4 and/
Or second prefabricated tube coupling 5 top board top.It is arranged such, is provided with one layer of in-situ layer equivalent on the top of whole piping lane, no
Only globality is more preferable, and in-situ layer covers the horizontal seam connector in three cabins of the present utility model, considerably increases the anti-of piping lane
It is aqueous.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1~4, the first prefabricated tube coupling 4
And/or second the top board of prefabricated tube coupling 5 be provided with anchor rib 19, the one end of the anchor rib 19 is anchored at the first prefabricated tube coupling 4 or the
In the top board of two prefabricated tube couplings 5, the other end is anchored in casting top slab 9.It is arranged such, the prefabricated tube coupling 4 of casting top slab 9 and first
And/or second prefabricated tube coupling 5 globality it is more preferable.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1 and Fig. 6, the second prefabricated tube coupling
5 top board is less than the top board of the described first prefabricated tube coupling 4, the inner side near the first prefabricated tube coupling 4 of the second prefabricated tube coupling 5
Plate 6 extends 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, phase
The sectional dimension of component should be reduced, the difficulty of production is reduced, and the transport of component and the hoisting difficulty at scene are reduced.This kind of feelings
Under condition, 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. 1~6, the first prefabricated tube coupling 4
Prestressing force being provided with the longitudinal direction of the second prefabricated tube coupling 5 and wearing muscle hole 20, the prestressing force is equipped with presstressed reinforcing steel in wearing muscle hole 20.Such as
This, applies certain stress so that the prefabricated tube coupling of longitudinally disposed more piece is closely coupled, subtracts as far as possible by presstressed reinforcing steel
Gap between few longitudinally disposed prefabricated tube coupling so that its Mosaic face is closely adjacent to, improves 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. 1~6, the prestressing force wears muscle hole 20
The corner inner side of the first prefabricated tube coupling 4 and the second prefabricated tube coupling 5 is set.
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 three cabin piping lane, including the first cabin, the second cabin and the 3rd 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 the first prefabricated tube coupling and the second prefabricated tube coupling include interior plate and outer panel, the interior plate top
First connecting portion and second connecting portion, the first connecting portion and the second prefabricated pipe of the first prefabricated tube coupling are respectively equipped with bottom
The first connecting portion of section is connected by overlapping top board, and the of the second connecting portion of the first prefabricated tube coupling and the second prefabricated tube coupling
Two connecting portions are connected by cast-in-place base plate, and the overlapping top board, cast-in-place base plate and interior plate constitute the 3rd cabin；The overlapping top
Plate includes prefabricated top board and casting top slab, the casting top slab and cast-in-place base plate and the described first prefabricated tube coupling and the second prefabricated pipe
Seal plate is provided with the connecting sewing of section.
2. three cabin according to claim 1 piping lane, it is characterised in that the first connecting portion is support bracket, described pre-
The both sides of top board processed are overlapped on the support bracket being arranged on the described first prefabricated tube coupling and the second prefabricated tube coupling respectively.
3. three cabin according to claim 2 piping lane, it is characterised in that the casting top slab and the first prefabricated tube coupling and
Seal plate at the connecting sewing of two prefabricated tube couplings is arranged on the top of support bracket, and it is prefabricated that the seal plate side is anchored at first
In the interior plate of tube coupling or the second prefabricated tube coupling, opposite side is anchored in casting top slab.
4. three cabin according to claim 3 piping lane, it is characterised in that the second connecting portion is base plate of encorbelmenting, it is described outstanding
Choose base plate and the connection end of cast-in-place base plate and be provided with recess, the cast-in-place base plate and the first prefabricated tube coupling and the second prefabricated tube coupling
Seal plate at connecting sewing is arranged in the recess, and the seal plate side is anchored in base plate of encorbelmenting, and opposite side is anchored at
In cast-in-place base plate.
5. three cabin piping lanes according to Claims 1 to 4 any one, it is characterised in that the cast-in-place base plate and cast-in-place top
Dowel is provided with plate, sleeve is provided with the first prefabricated tube coupling and the second prefabricated tube coupling, the sleeve is fixed with dowel
Connection.
6. three cabin according to claim 5 piping lane, it is characterised in that the prefabricated top board is provided with structure muscle, the structure
Muscle stretches out the top surface of prefabricated top board and is anchored in casting top slab.
7. three cabin according to claim 6 piping lane, it is characterised in that the first prefabricated tube coupling and/or the second prefabricated pipe
The top board top of section is provided with bar-mat reinforcement, and the casting top slab extends to the top board of the first prefabricated tube coupling and/or the second prefabricated tube coupling
Top.
8. three cabin according to claim 7 piping lane, it is characterised in that the first prefabricated tube coupling and/or the second prefabricated pipe
The top board of section is provided with anchor rib, and described anchor rib one end is anchored in the top board of the first prefabricated tube coupling or the second prefabricated tube coupling, separately
One end is anchored in casting top slab.
9. three cabin according to claim 8 piping lane, it is characterised in that the top board of the second prefabricated tube coupling is less than described the
The top board of one prefabricated tube coupling, the interior plate near the first prefabricated tube coupling of the second prefabricated tube coupling extends to the second prefabricated tube coupling
Top board top.
10. three cabin according to claim 5 piping lane, it is characterised in that the first prefabricated tube coupling and the second prefabricated tube coupling
Corner inner side longitudinal direction be provided with prestressing force and wear muscle hole, the prestressing force is equipped with presstressed reinforcing steel in wearing muscle hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621174141.6U CN206189456U (en) | 2016-11-02 | 2016-11-02 | Three cabin piping lanes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621174141.6U CN206189456U (en) | 2016-11-02 | 2016-11-02 | Three cabin piping lanes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206189456U true CN206189456U (en) | 2017-05-24 |
Family
ID=58732081
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621174141.6U Active CN206189456U (en) | 2016-11-02 | 2016-11-02 | Three cabin piping lanes |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206189456U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130634A (en) * | 2017-06-28 | 2017-09-05 | 中建科技湖南有限公司 | A kind of noncontact attachment structure of the prefabricated piping lane of split-type |
| CN107761764A (en) * | 2017-10-24 | 2018-03-06 | 中建科技湖南有限公司 | It is a kind of can independent assortment prefabricated piping lane system and construction method |
-
2016
- 2016-11-02 CN CN201621174141.6U patent/CN206189456U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130634A (en) * | 2017-06-28 | 2017-09-05 | 中建科技湖南有限公司 | A kind of noncontact attachment structure of the prefabricated piping lane of split-type |
| CN107761764A (en) * | 2017-10-24 | 2018-03-06 | 中建科技湖南有限公司 | It is a kind of can independent assortment prefabricated piping lane system and construction method |
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Assignee: China Civil Architecture Friends Technology (Jiaozhou) Co., Ltd. Assignor: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT CO., LTD. Contract record no.: 2018430000023 Denomination of utility model: Three cabin piping lanes Granted publication date: 20170524 License type: Common License Record date: 20190102 |
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Assignee: Nanning Zhongmin zhuyou Intelligent Manufacturing Technology Co., Ltd Assignor: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT CO., LTD. Contract record no.: X2019430000004 Denomination of utility model: Three cabin piping lanes Granted publication date: 20170524 License type: Common License Record date: 20191105 |
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