CN206928323U - A kind of ring muscle fastens assembled pipe gallery - Google Patents
A kind of ring muscle fastens assembled pipe gallery Download PDFInfo
- Publication number
- CN206928323U CN206928323U CN201720751871.6U CN201720751871U CN206928323U CN 206928323 U CN206928323 U CN 206928323U CN 201720751871 U CN201720751871 U CN 201720751871U CN 206928323 U CN206928323 U CN 206928323U
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- China
- Prior art keywords
- steel bar
- annular steel
- horizontal annular
- ring muscle
- muscle
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- Expired - Fee Related
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- 210000003205 muscle Anatomy 0.000 title claims abstract description 62
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 42
- 239000010959 steel Substances 0.000 claims abstract description 42
- 230000002787 reinforcement Effects 0.000 claims description 9
- 238000011065 in-situ storage Methods 0.000 claims description 8
- 230000007812 deficiency Effects 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000011900 installation process Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model discloses a kind of ring muscle to fasten assembled pipe gallery.Technical problems to be solved are existing prefabricated underground pipe gallery standardization level deficiencies, and application is small, and mould input is high, and transport, lifting inconvenience, the cast-in-place base plate interior of the utility model are provided with lower horizontal annular steel bar, and lower horizontal annular steel bar stretches out the both ends of cast-in-place bottom plate；Upper horizontal annular steel bar is provided with prefabricated overlapping top plate, vertical ring muscle at the top of precast wall body overlaps with upper horizontal annular steel bar, the vertical ring muscle of precast wall body bottom overlaps with lower horizontal annular steel bar, vertical ring muscle is provided with stay hook, vertical muscle is arranged on stay hook, and vertical muscle, which is respectively perpendicular, to be put in the vertical ring muscle mutually fastened and lower horizontal annular steel bar and in the vertical ring muscle mutually fastened and upper horizontal annular steel bar.The utility model is all yi word pattern component, is also suitable in non-standard segment, and standard knot length is high, and section piece is few, and stress performance is good；Mould simple cheap, beneficial to factorial praluction, realize and manufactured on a large scale on streamline.
Description
Technical field
It the utility model is related to a kind of municipal underground installation, and in particular to a kind of ring muscle fastens assembled pipe gallery.
Background technology
Underground pipe gallery refers to various municipal pipelines being integrated in one, and a collection is built in the underground space of urban road
The tunnel of reduction, and provided with access hole, hoisting port and monitoring, a kind of cities and towns comprehensive pipeline engineering of control system.Underground integrates
Piping lane is built good using cast in place technique stress performance and performance.But crack easily occurs in piping lane, localized seepage occurs.Sedimentation
Interface quality is not easy to ensure at seam.Section gap is grown, and easily fractures.Job site includes substantial amounts of wet trade, and concrete
It is big the process noise pollution such as to pour, vibrate, it is larger to surrounding environment influence.Easily underground water is polluted.Discarded object is more.Duration
It is long.Existing prefabricated piping lane technology standardization degree deficiency, cross dimensions differ, and it is prefabricated to be only applicable to standard paragraphs, application
It is small；Mould disposably puts into height；Turnaround time is grown, low production efficiency；Scantling, weight are big, transport, lifting inconvenience, expense
It is high；Assembled node is more, performance deficiency.
And the precast wall body of traditional assembled pipe gallery when being solid wall, it is necessary in wall both ends reserved steel bar
Hole, from cast-in-place bottom plate and it is prefabricated overlapping top plate on stretch out vertical reinforcing bar stretch into reserved steel bar hole realize connection, this connection side
Formula needs more reinforcing bars of bending to 90 °, and workmanship is complicated, when 90 ° of bending reinforcements have deviation, easily causes the inclination of in-situ precast wall
It is difficult to adjust, installation process is complicated, and technology difficulty is big during the wall making in reserved steel bar hole, and cost is high.
Utility model content
The technical problems to be solved in the utility model is existing prefabricated underground pipe gallery standardization level deficiency, is applied
Scope is small, and mould input is high, transport, lifting inconvenience, and installation process is complicated, there is provided a kind of stress performance is strong, good water-proof effect, existing
Field assembling speed is fast, the reliable ring muscle of quality safety fastens assembled pipe gallery.
In order to solve the above technical problems, the utility model uses following technical proposals：A kind of ring muscle fastens assembled synthesis
Piping lane, including cast-in-place bottom plate, precast wall body, prefabricated overlapping top plate and vertical muscle, it is all provided with the top and bottom of described precast wall body
There is vertical ring muscle, cast-in-place base plate interior is provided with lower horizontal annular steel bar, and lower horizontal annular steel bar stretches out the both ends of cast-in-place bottom plate；Prefabricated overlapping
Be provided with upper horizontal annular steel bar in top plate, the vertical ring muscle at the top of precast wall body is overlapped with upper horizontal annular steel bar, and precast wall body bottom is erected
Straight ring muscle overlaps with lower horizontal annular steel bar, and described vertical ring muscle is provided with stay hook, and vertical muscle is arranged on stay hook, indulges muscle difference
It is vertical to put in the vertical ring muscle mutually fastened and lower horizontal annular steel bar and in the vertical ring muscle mutually fastened and upper horizontal annular steel bar.
Be extended with reinforcement in the upper and lower surface of described precast wall body, reinforcement tilt respectively stretch into it is cast-in-place
In bottom plate and prefabricated overlapping top plate.
Described prefabricated overlapping top plate includes top plate preformed layer and top plate in-situ layer, and top plate in-situ layer is located at top plate preformed layer
Top.
The vertical muscle has four, and four vertical muscle are separately positioned on taking for vertical ring muscle and lower horizontal annular steel bar or upper horizontal annular steel bar
Meet place.
All it is yi word pattern component using the utility model of above-mentioned technical proposal, is also suitable in non-standard segment, standard knot length
Degree is high, and section piece is few, and stress performance is good；Mould simple cheap, beneficial to factorial praluction, realize and made on a large scale on streamline
Make, manufacturing time is short, and shear wall quality is high；Weight low dimensional is small, and transporting and hoisting is convenient, fabricated construction, saves a large amount of construction
It is time, simple in construction, realize convenient, quick, high-quality, safe construction；Joint behavior is good, and shock resistance is strong, good water-proof effect,
Suitable for two layers and above pipe gallery；Component standardization design, modularization it is prefabricated, pattern is simple, transport, lift it is unrestricted
System.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is the cast-in-place bottom plate of the utility model and precast wall body junction structural representation；
Fig. 3 is the prefabricated overlapping top plate of the utility model and precast wall body junction structural representation.
Embodiment
Embodiment 1：
As shown in Figure 1 to Figure 3, the utility model includes cast-in-place bottom plate 1, precast wall body 2, prefabricated overlapping top plate 3 and vertical muscle
8, the top and bottom of described precast wall body 2 are equipped with vertical ring muscle 5, and the cast-in-place inside of bottom plate 1 is provided with lower horizontal annular steel bar 6, and
Lower horizontal annular steel bar 6 stretches out the both ends of cast-in-place bottom plate 1；Upper horizontal annular steel bar 7 is provided with prefabricated overlapping top plate 3, the top of precast wall body 2
Vertical ring muscle 5 overlaps with upper horizontal annular steel bar 7, and vertical ring muscle 5 and the lower horizontal annular steel bar 6 of the bottom of precast wall body 2 overlap, and described is perpendicular
Straight ring muscle 5 is provided with stay hook 51, and vertical muscle 8 is arranged on stay hook 51, and vertical muscle 8 is respectively perpendicular the vertical ring for putting in and mutually fastening
In the vertical ring muscle 5 and upper horizontal annular steel bar 7 fastened in muscle 5 and lower horizontal annular steel bar 6 and mutually.Stay hook 51 is designed for pouring
The fixation of muscle 8 is indulged before cement, prevents vertical muscle 8 from dropping.The vertical ring muscle 5 of the top and bottom of precast wall body 2 is separately fixed at prefabricated
The top and bottom of wall 2, effectively mitigate the weight of precast wall body 2, are readily transported.Lower horizontal annular steel bar 6 in cast-in-place bottom plate 1 and pre-
The upper horizontal annular steel bar 7 of system overlapping top plate 3 is structure as a whole, and increases the firmness of cast-in-place bottom plate and prefabricated overlapping top plate 3.It is cast-in-place
Bottom plate 1, precast wall body 2, prefabricated overlapping top plate 3 are yi word pattern component, and simple in construction, manufacturing time is short, are adapted to extensive raw
Production；Installation process is simple, is conveniently adjusted the perpendicularity of precast wall body 2, and installation is quick and convenient.
Embodiment 2：
Reinforcement 21 is extended with the upper and lower surface of described precast wall body 2, reinforcement 21 tilts respectively to be stretched
Enter in cast-in-place bottom plate 1 and prefabricated overlapping top plate 3.Precast wall body 2 is solid wall, make precast wall body 2 when, reinforcement 21 from its two
End is stretched out, and when assembling pipe gallery, the reinforcement 21 of stretching is respectively protruding into rear in cast-in-place bottom plate 1 and prefabricated overlapping top plate 3 carry out
Pour, play a part of reinforcing connection.
Other structures are the same as embodiment 1.
Embodiment 3：
Described prefabricated overlapping top plate 3 includes top plate preformed layer 31 and top plate in-situ layer 32, and top plate in-situ layer 32 is positioned at top
The top of plate preformed layer 31.
The vertical muscle 6 has four, and four vertical muscle 6 are separately positioned on vertical ring muscle 5 and lower horizontal annular steel bar 6 or upper horizontal annular steel bar
7 lap-joint.
Other structures are the same as embodiment 1.
Cast-in-place seam 4 is left after cast-in-place bottom slab concreting at cast-in-place bottom plate both ends, assembling precast wall body 2 is left in the cast-in-place outside of seam 4
Space, the vertical ring muscle 5 of precast wall body 2 puts in the space and installs, and vertical ring muscle 5 and lower horizontal annular steel bar 6 is overlapped and is fastened,
Vertical muscle 8 is put on, after ensureing that precast wall body 2 is installed vertically, the space pour using cement and fixed.Top it is prefabricated
When overlapping the installation of top plate 3, prefabricated overlapping top plate 3 is overlapped on precast wall body 2, vertical ring muscle 5 is overlapped with upper horizontal annular steel bar 7
Fasten, put on vertical muscle 8, vertical ring muscle 5 and the upper lap-joint of horizontal annular steel bar 7 and the formed by integrally casting of top plate in-situ layer 32 are molded.
Claims (4)
1. a kind of ring muscle fastens assembled pipe gallery, it is characterised in that：Including cast-in-place bottom plate（1）, precast wall body（2）, it is prefabricated
Overlap top plate（3）With vertical muscle（8）, described precast wall body（2）Top and bottom be equipped with vertical ring muscle（5）, cast-in-place bottom plate
（1）Inside is provided with lower horizontal annular steel bar（6）, and lower horizontal annular steel bar（6）Stretch out cast-in-place bottom plate（1）Both ends；Prefabricated overlapping top plate（3）
It is interior to be provided with upper horizontal annular steel bar（7）, precast wall body（2）The vertical ring muscle at top（5）With upper horizontal annular steel bar（7）Overlap joint, precast wall body
（2）The vertical ring muscle of bottom（5）With lower horizontal annular steel bar（6）Overlap joint, described vertical ring muscle（5）It is provided with stay hook（51）, indulge
Muscle（8）It is arranged on stay hook（51）On, indulge muscle（8）It is respectively perpendicular the vertical ring muscle for putting in and mutually fastening（5）With lower horizontal annular steel bar
（6）Vertical ring muscle that is interior and mutually fastening（5）With upper horizontal annular steel bar（7）It is interior.
2. ring muscle according to claim 1 fastens assembled pipe gallery, it is characterised in that：Described precast wall body（2）
Upper and lower surface on be extended with reinforcement（21）, reinforcement（21）Tilt respectively and stretch into cast-in-place bottom plate（1）With it is prefabricated
Overlap top plate（3）It is interior.
3. ring muscle according to claim 1 fastens assembled pipe gallery, it is characterised in that：Described prefabricated overlapping top plate
（3）Including top plate preformed layer（31）With top plate in-situ layer（32）, top plate in-situ layer（32）Positioned at top plate preformed layer（31）Top.
4. ring muscle according to claim 1 fastens assembled pipe gallery, it is characterised in that：The vertical muscle（6）There are four,
Four vertical muscle（6）It is separately positioned on vertical ring muscle（5）With lower horizontal annular steel bar（6）Or upper horizontal annular steel bar（7）Lap-joint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720751871.6U CN206928323U (en) | 2017-06-27 | 2017-06-27 | A kind of ring muscle fastens assembled pipe gallery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720751871.6U CN206928323U (en) | 2017-06-27 | 2017-06-27 | A kind of ring muscle fastens assembled pipe gallery |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206928323U true CN206928323U (en) | 2018-01-26 |
Family
ID=61353088
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720751871.6U Expired - Fee Related CN206928323U (en) | 2017-06-27 | 2017-06-27 | A kind of ring muscle fastens assembled pipe gallery |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206928323U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108756084A (en) * | 2018-07-27 | 2018-11-06 | 广东建星建造集团有限公司 | Assembled parapet and attaching method thereof |
| CN109137658A (en) * | 2018-09-10 | 2019-01-04 | 贵州省绿筑科建住宅产业化发展有限公司 | Four sections of assembled underground pedestrian passageway of one kind and its construction method |
| CN109137983A (en) * | 2018-10-24 | 2019-01-04 | 中建科技有限公司 | Assembled integral solid exposed wall plate pipe gallery and its construction method |
-
2017
- 2017-06-27 CN CN201720751871.6U patent/CN206928323U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108756084A (en) * | 2018-07-27 | 2018-11-06 | 广东建星建造集团有限公司 | Assembled parapet and attaching method thereof |
| CN109137658A (en) * | 2018-09-10 | 2019-01-04 | 贵州省绿筑科建住宅产业化发展有限公司 | Four sections of assembled underground pedestrian passageway of one kind and its construction method |
| CN109137983A (en) * | 2018-10-24 | 2019-01-04 | 中建科技有限公司 | Assembled integral solid exposed wall plate pipe gallery and its construction method |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180126 |
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| CF01 | Termination of patent right due to non-payment of annual fee |