CN206396794U - A kind of assembled piping lane - Google Patents
A kind of assembled piping lane Download PDFInfo
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- CN206396794U CN206396794U CN201720031312.8U CN201720031312U CN206396794U CN 206396794 U CN206396794 U CN 206396794U CN 201720031312 U CN201720031312 U CN 201720031312U CN 206396794 U CN206396794 U CN 206396794U
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- piping lane
- wall
- assembled
- bottom plate
- side wall
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Abstract
The utility model is related to a kind of assembled piping lane.The multiple piping lane sides wall being be arranged in parallel including piping lane bottom plate, along piping lane floor length direction and the top plate being arranged in above the wall of piping lane side, described piping lane side wall is the double skin wall constructions being made up of side lining and side sheet, and the root of the side lining and side sheet is provided with tie hoop encrypted area.The utility model easy construction, cost is low, improves the waterproof quality of Pipe rack, reduces security risk.
Description
Technical field
The utility model is related to municipal works field, and in particular to a kind of assembled piping lane.
Background technology
Underground pipe gallery construction is the important component of municipal pipeline unified plan design, and underground pipe gallery is built
If by rationally and effectively utilizing urban underground space, can effectively strengthen the common line safe layout in municipal works, no
The overall performance taken precautions against natural calamities and combated a natural disaster in city can only be strengthened, moreover it is possible to promote intellectuality, the modernization development of City Buried Pipeline,
Construction for urbanization has great importance.
Conventional method is pipe gallery concrete integral cast-in-situ method and segmentation prefabrication at present, and its defect mainly has following
Several aspects：1）Integral cast-in-situ method long construction period, deep pit monitor hidden danger open-assembly time is long, is unfavorable for safety in production；2）It is overall
Cast-in-place method is larger by inside even from weather, and construction speed is restricted, and is unfavorable for project construction cost control；3）Integral cast-in-situ method is
Multiple operation interts operation, and various construction materials are required to be had enough to meet the need at the scene, and live civilized construction is poor, and concreting is
Conventional wet operating type, is not saved not environmentally；4）The piping lane deadweight of segmentation prefabrication is larger, will to the crane capacity of equipment during lifting
Ask higher, potential safety hazard is larger during construction operation, mechanical one-shift is costly；5）It is segmented prefabrication piping lane piece many, gives
Piping lane water blocking tape carrys out immense pressure, and Engineering Quality Control is got along well.
Utility model content
The purpose of this utility model is to provide that a kind of easy construction, cost be low, good water-proof effect assembled piping lane.
To achieve the above object, the utility model employs following technical scheme：It is long including piping lane bottom plate, along piping lane bottom plate
The direction multiple piping lane sides wall be arrangeding in parallel and the top plate being arranged in above the wall of piping lane side are spent, described piping lane side wall is by interior
Encrypted provided with tie hoop double skin wall constructions that framed side wallboard and side sheet are constituted, the root of the side lining and side sheet
Area.
Described piping lane bottom plate is provided with the wall of leading for being used for supporting piping lane side wall, and described leading is embedded with vertical steel within the walls
One end of muscle, vertical reinforcement arranged for interval, and vertical reinforcement, which is exposed to, leads outside wall.
Described length direction of the wall along piping lane bottom plate of leading is set, and it is an entirety to lead wall simultaneously cast-in-place with piping lane bottom plate,
The bottom that wall is led with piping lane side wall is connected, and the centre position for leading wall is embedded with steel plate water stopper, and piping lane side wall is with leading wall
Junction rubber water-proof bar is installed.
Described top plate includes prefabricated board and the Bars In Poured Concrete Slab reinforcing bar being laid on prefabricated board.
Described prefabricated board is located at the both sides of piping lane width separately down provided with 45 ° of armpit angle, the armpit angle and piping lane
The side lining of side wall is connected, and armpit angle uses integral prefabricated structure with prefabricated board.
The height of the side sheet is consistent with the floor elevation after piping lane completion top plate cast-in-place concrete, the inside wall
The height of plate is consistent with armpit angle elevation of bottom, and the side lining absolute altitude is less than side sheet.
Length direction of the described piping lane side wall along piping lane bottom plate continuously sets multiple, between the wall of adjacent two sections of piping lane sides
Edge joint position is more than or equal to the antidetonation anchor of construction sleeper provided with construction sleeper, the rectangular in cross-section of the construction sleeper, its long edge size
Gu length, short side dimension and the consistency of thickness of the piping lane side cast-in-place part of wall.
Both sides of the described prefabricated board along piping lane length direction open up fluted, by being arranged on this between adjacent two piping lane
The first concealed beam in groove is connected.
The reserved first annular reinforcing bar of the prefabricated board is combined with the second reserved steel hoop of piping lane side wall, and along pipe
Corridor length direction is provided with the second concealed beam.
The beneficial effects of the utility model are：1) the utility model easy construction, cost is low, improves Pipe rack
Waterproof quality, reduce security risk；2）The utility model is used at the construction field (site), and piping lane concreting is independent of mould
Plate, saves turnover material and timber work personnel input, reduces cost；3）The utility model assembling is quick, and connection is simple, transporter
Just, it is easy to operate, the efficiency of construction during being greatly improved；4）The utility model can remove falsework from when implementing
Operation, using tool type support system, substantially reduces the security risk and hidden danger in conventional stent work progress；5）This reality
With new when implementing, armpit angle and prefabricated board one inside piping lane, it is not necessary to supporting module in addition reduce preformed hole on the wall of side
Hole, reduces hidden leakage defect.
Brief description of the drawings
Fig. 1 is dimensional structure diagram of the present utility model；
Fig. 2 is axial sectional view of the present utility model；
Fig. 3 is the structural representation of the utility model piping lane side wall；
Fig. 4 is the A portions enlarged drawing in Fig. 2；
Fig. 5 is the mounting structure schematic diagram that the utility model facies pattern constructs sleeper；
Fig. 6 is the mounting structure schematic diagram of the utility model piping lane side wall and prefabricated board；
Fig. 7 is the mounting structure schematic diagram of the concealed beam of the utility model first.
Embodiment
The utility model is described further below in conjunction with the accompanying drawings：
Two sections before and after shown in Fig. 1 of the utility model is illustrated exemplified by double storekeeper corridors, and every section of piping lane is by piping lane bottom
Plate 1, lead wall 4, the three piping lane side walls 2 and two pieces of top plates 3 be arrangeding in parallel and constitute.
A kind of assembled piping lane as shown in Figure 1, Figure 2, Figure 3 shows, including it is piping lane bottom plate 1, flat along the length direction of piping lane bottom plate 1
Multiple piping lane sides wall 2 of row setting and the top plate 3 for being arranged in the top of piping lane side wall 2, piping lane side wall 2 is by the He of side lining 21
Double skin wall constructions that side sheet 22 is constituted, the root of side lining 21 and side sheet 22 is provided with tie hoop encrypted area 23.
The tie hoop encrypted area 23 of certain altitude is set in Shuan Piqiang root, when piping lane side wall 2 is installed, by the embedded bar led
Insert in tie hoop encrypted area 23, tie hoop encrypted area 23 is used to strengthen the shear resistance of the root of piping lane side wall 2.
Further, piping lane bottom plate 1 be provided be used to supporting piping lane side wall 2 lead wall 4, lead in wall 4 and be embedded with vertical steel
One end of muscle, vertical reinforcement arranged for interval, and vertical reinforcement, which is exposed to, leads outside wall 4.The arrangement spacing of vertical reinforcement can be according to setting
Meter requires determination, and the protruded length of vertical reinforcement should meet reinforcing bar anti-drag anchoring length.Vertical reinforcement is mainly used to connect piping lane
Side wall and bottom plate, make side wall form overall structure after concreting with bottom plate.
Further, lead length direction of the wall 4 along piping lane bottom plate 1 to set, it is one to lead wall 4 simultaneously cast-in-place with piping lane bottom plate 1
Individual entirety, that is, lead wall 4 in the concrete construction of piping lane bottom plate 1 simultaneously it is cast-in-place, pour before install stock mould on piping lane bottom plate 1
Plate, the height for leading wall 4 is determined according to design drawing.The bottom that wall 4 is led with piping lane side wall 2 is connected, as shown in figure 4, leading wall 4
Centre position be embedded with steel plate water stopper 43, and piping lane side wall 2 and lead the junction of wall 4 rubber water-proof bar 44, steel be installed
Plate waterstop 43 and rubber water-proof bar 44 can ensure that the waterproof effect of piping lane side wall 2.
Further, as shown in fig. 6, top plate 3 includes prefabricated board 31 and the Bars In Poured Concrete Slab reinforcing bar 32 being laid on prefabricated board 31.
Prefabricated board 31 is located at the both sides of piping lane width separately down provided with 45 ° of armpit angle 33, and the armpit angle 33 is interior with piping lane side wall 2
Framed side wallboard 21 is connected, and armpit angle 33 uses integral prefabricated structure with prefabricated board 31, it is to avoid secondary supporting module at armpit angle 33.
Further, the height of side sheet 22 is consistent with the floor elevation after piping lane completion top plate cast-in-place concrete, interior
The height of framed side wallboard 21 is consistent with the elevation of bottom of armpit angle 33, and the absolute altitude of side lining 21 is less than side sheet 22.
Further, as shown in figure 5, length direction of the piping lane side wall 2 along piping lane bottom plate 1 continuously sets multiple, adjacent two
Edge joint position between section piping lane side wall 2, which is provided with, constructs sleeper 5, the rectangular in cross-section of the construction sleeper 5, and its long edge size is more than etc.
In the antidetonation anchorage length of construction sleeper 5, short side dimension and the consistency of thickness of the cast-in-place part of piping lane side wall 2；As shown in fig. 7, pre-
Both sides of the making sheet 31 along piping lane length direction open up fluted, dark by be arranged in the groove first between adjacent two piping lane
Beam 6 is connected；The reserved first annular reinforcing bar 34 of prefabricated board 31 is combined with the second steel hoop 24 that piping lane side wall 2 is reserved,
And piping lane length direction is provided with the second concealed beam 7.I.e. construction sleeper 5,45 ° of armpit angle 33, the first concealed beam 6 formation one are complete
Enclosed construction, the hoop at first annular reinforcing bar 34, the second steel hoop 24 and the second concealed beam 7 formation piping lane top edge
Muscle.
The beneficial effects of the utility model are：1) the utility model easy construction, cost is low, improves Pipe rack
Waterproof quality, reduce security risk；2）The utility model is used at the construction field (site), and piping lane concreting is independent of mould
Plate, saves turnover material and timber work personnel input, reduces cost；3）The utility model assembling is quick, and connection is simple, transporter
Just, it is easy to operate, the efficiency of construction during being greatly improved；4）The utility model can remove falsework from when implementing
Operation, using tool type support system, substantially reduces the security risk and hidden danger in conventional stent work progress；5）This reality
With new when implementing, armpit angle and prefabricated board one inside piping lane, it is not necessary to supporting module in addition reduce preformed hole on the wall of side
Hole, reduces hidden leakage defect；6）The tie hoop encrypted area that piping lane side wall root is set can strengthen the shearing resistance of piping lane side wall root
Ability；7）The vertical reinforcement led within the walls is used to connect piping lane side wall and bottom plate, side wall is formed with bottom plate after concreting
Overall structure.
Embodiment described above is only that preferred embodiment of the present utility model is described, not to this practicality
New scope is defined, on the premise of the utility model design spirit is not departed from, and those of ordinary skill in the art are to this
Various modifications and improvement that the technical scheme of utility model is made, all should fall into the protection of the utility model claims determination
In the range of.
Claims (9)
1. a kind of assembled piping lane, it is characterised in that：Including piping lane bottom plate（1）, along piping lane bottom plate（1）Length direction be arranged in parallel
Multiple piping lane sides wall（2）And it is arranged in piping lane side wall（2）The top plate of top（3）, described piping lane side wall（2）For by inner side
Wallboard（21）And side sheet（22）The double skin wall constructions constituted, the side lining（21）With side sheet（22）Root set
There is tie hoop encrypted area（23）.
2. assembled piping lane according to claim 1, it is characterised in that：Described piping lane bottom plate（1）Being provided with is used for branch
Stay tube Lang Cebi（2）Lead wall（4）, described leads wall（4）Inside it is embedded with vertical reinforcement, vertical reinforcement arranged for interval, and vertically
One end of reinforcing bar, which is exposed to, leads wall（4）Outside.
3. assembled piping lane according to claim 2, it is characterised in that：Described leads wall（4）Along piping lane bottom plate（1）Length
Spend direction to set, lead wall（4）With piping lane bottom plate（1）Simultaneously cast-in-place is an entirety, leads wall（4）With piping lane side wall（2）Bottom
It is connected, it is described to lead wall（4）Centre position be embedded with steel plate water stopper（43）, and piping lane side wall（2）With leading wall（4）Junction
Rubber water-proof bar is installed（44）.
4. assembled piping lane according to claim 1, it is characterised in that：Described top plate（3）Including prefabricated board（31）And
It is laid on prefabricated board（31）On Bars In Poured Concrete Slab reinforcing bar（32）.
5. assembled piping lane according to claim 4, it is characterised in that：Described prefabricated board（31）Positioned at piping lane width side
To both sides be provided with 45 ° of armpit angle separately down（33）, the armpit angle（33）With piping lane side wall（2）Side lining（21）It is connected
Connect, armpit angle（33）With prefabricated board（31）Using integral prefabricated structure.
6. assembled piping lane according to claim 5, it is characterised in that：The side sheet（22）Height and piping lane it is complete
Consistent, the side lining into the floor elevation after top plate cast-in-place concrete（21）Height and armpit angle（33）Elevation of bottom one
Cause, the side lining（21）Absolute altitude is less than side sheet（22）.
7. assembled piping lane according to claim 1, it is characterised in that：Described piping lane side wall（2）Along piping lane bottom plate（1）
Length direction continuously set multiple, adjacent two sections of piping lane sides wall（2）Between edge joint position provided with construction sleeper（5）, the construction
Sleeper（5）Rectangular in cross-section, its long edge size be more than or equal to construction sleeper（5）Antidetonation anchorage length, short side dimension with pipe
Lang Cebi（2）The consistency of thickness of cast-in-place part.
8. assembled piping lane according to claim 4, it is characterised in that：Described prefabricated board（31）Along piping lane length direction
Both sides open up fluted, the first concealed beam between adjacent two piping lane by being arranged in the groove（6）It is connected.
9. assembled piping lane according to claim 4, it is characterised in that：The prefabricated board（31）Reserved first annular steel
Muscle（34）With piping lane side wall（2）The second reserved steel hoop（24）It is combined, and it is dark that piping lane length direction is provided with second
Beam（7）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720031312.8U CN206396794U (en) | 2017-01-10 | 2017-01-10 | A kind of assembled piping lane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720031312.8U CN206396794U (en) | 2017-01-10 | 2017-01-10 | A kind of assembled piping lane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206396794U true CN206396794U (en) | 2017-08-11 |
Family
ID=59513963
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720031312.8U Active CN206396794U (en) | 2017-01-10 | 2017-01-10 | A kind of assembled piping lane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206396794U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403373A (en) * | 2018-01-26 | 2019-03-01 | 中铁四局集团建筑工程有限公司 | Splitting method of overlapped assembly type pipe gallery |
| CN109667280A (en) * | 2018-10-01 | 2019-04-23 | 南宁市城乡规划设计研究院 | A kind of assembled piping lane and preparation method thereof that plateization is prefabricated |
-
2017
- 2017-01-10 CN CN201720031312.8U patent/CN206396794U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403373A (en) * | 2018-01-26 | 2019-03-01 | 中铁四局集团建筑工程有限公司 | Splitting method of overlapped assembly type pipe gallery |
| CN109667280A (en) * | 2018-10-01 | 2019-04-23 | 南宁市城乡规划设计研究院 | A kind of assembled piping lane and preparation method thereof that plateization is prefabricated |
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