CN205205857U - Integral concrete utility tunnel of prefabricated assembly - Google Patents
Integral concrete utility tunnel of prefabricated assembly Download PDFInfo
- Publication number
- CN205205857U CN205205857U CN201520585916.8U CN201520585916U CN205205857U CN 205205857 U CN205205857 U CN 205205857U CN 201520585916 U CN201520585916 U CN 201520585916U CN 205205857 U CN205205857 U CN 205205857U
- Authority
- CN
- China
- Prior art keywords
- superposed type
- concrete
- pipe gallery
- side wall
- base plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Abstract
(B, ) integral concrete utility tunnel of prefabricated assembly. The cast -in -place technology of traditional underground pipe gallery, construction excavation face is big, and it is big that construction material piles up the place, and the construction process is complicated, long in time limit, current prefabricated piping lane technique prefabricated component is bulky, and inconvenient transportation and installation expect much to on -the -spot construction machinery. The utility model discloses the constitution includes: bottom plate prefabricated component (b) (b) 1 (b) (b), bottom plate prefabricated component upper portion set up a set of exhaust hole (b) (b) 14 (b) (b), the lower part is cast in situ concrete (b) (b) 2 (b) (b), bottom plate prefabricated component and coincide formula lateral wall component (b) (b) 6 (b) (b) sub -unit connection, coincide formula lateral wall component upper portion be connected with coincide formula roof component (b) (b) 13 (b) (b), bottom plate prefabricated component with coincide formula roof component on all be provided with a set of armpit angle (b) (b) 7 (b) (b) and armpit scute (b) (b) 18 (b) (b), the armpit angle in have an armpit angle steel muscle (b) (b) 8 (b) (b), the armpit scute in have a stiffener (b) (b) 12 (b) (b). The utility model is used for integral concrete utility tunnel of prefabricated assembly. (B, )
Description
technical field:
the utility model relates to a kind of fabricated assembly overall concrete pipe gallery.
background technology:
traditional underground pipe gallery cast in place process, technology maturation, but construction and excavation face is large, and it is large that construction material piles up place, and cause resident living inconvenience near construction area, working procedure is complicated, long in time limit; Piping lane position is generally under urban road, and pipe gallery relatively lags behind in the development of China, but there is many advantages, and it is imperative that underground pipe gallery is built.So building underground pipe gallery majority needs to destroy existing road, larger to traffic impact.Equally, existing prefabricated piping lane technology prefabricated units volume is large, and weight is large, is inconvenient to transport and install, high to site operation mechanical requirements, increases construction cost and causes waste.
utility model content:
the purpose of this utility model is to provide a kind of fabricated assembly overall concrete pipe gallery.
above-mentioned object is realized by following technical scheme:
a kind of fabricated assembly overall concrete pipe gallery, its composition comprises: base plate prefabricated units, described base plate prefabricated units top arranges one group of steam vent, bottom is cast-in-situ concrete, described base plate prefabricated units are connected with superposed type side wall member bottom, described superposed type side wall member top is connected with superposed type top plate member, described base plate prefabricated units and described superposed type top plate member are provided with one group of armpit angle and armpit gusset, there is in described armpit angle armpit angle steel muscle, in described armpit gusset, there is stiffener.
described fabricated assembly overall concrete pipe gallery, ring-type two-way concrete slab, lattice reinforcing bar, lacing wire, column is provided with in described base plate prefabricated units, described ring-type two-way concrete slab stretches out described base plate prefabricated units upper surface, is connected with described superposed type side wall member.
described fabricated assembly overall concrete pipe gallery, described superposed type side wall member comprises two-layer concrete layer, and it is hollow form therebetween, and cast-in-situ concrete is built in hollow part; Ring-type transverse reinforcement, ring-type longitudinal reinforcement, lattice reinforcing bar, lacing wire is provided with in described superposed type side wall member; The concrete layer of described superposed type side wall member has carried out shortening and variable cross-section process, and inside arranges stiffener.
described fabricated assembly overall concrete pipe gallery, described superposed type top plate member lower floor is precast concrete, and upper strata is cast-in-situ concrete, is provided with ring-type two-way concrete slab, lattice reinforcing bar, lacing wire in described superposed type top plate member; Described ring-type two-way concrete slab stretches out the soffit of described superposed type top plate member, is connected with described superposed type side wall member.
beneficial effect:
1. arrange column in the utility model base plate prefabricated units, column is used for support baseboard prefabricated units and ensures base plate thickness; In base plate prefabricated units, ring-type two-way concrete slab, lattice reinforcing bar, lacing wire form cage of reinforcement.For between base plate prefabricated units and and superposed type sidewall between connection provide convenience; Ring-type transverse reinforcement in superposed type side wall member and ring-type longitudinal reinforcement and lattice reinforcing bar and lacing wire form cage of reinforcement, and cage of reinforcement and the two-layer concrete layer of superposed type side wall member form entirety; Superposed type side wall member is the link position ensureing reinforcing bar between component, is shortened and variable cross-section process by concrete layer, and changes of section place is for ensureing concrete layer intensity and being not easily destroyed.
the each prefabricated units standardized production of the utility model, quality is high, and intensity is consistent with durability aspect, is beneficial to collaborative work after having built; Bar connecting is circular overlap, after wear pin joint reinforcing bar form, attended operation is simple, and quality easily ensures, is equal to and arranges beam, be beneficial to the globality of structure at component link position, improves supporting capacity and the shock resistance of structure; The waterproof of underground construction is the key of engineering success or failure, fabricated assembly overall concrete pipe gallery cast-in-place concrete part, forms the continual entirety of continuous print at piping lane section part, forms overall water proof structure, and waterproof effect is desirable; Small in volume, is convenient to lifting, transport, is beneficial to the registration of control member, requires lower to lifting and haulage device, and input and hiring cost reduce, and save construction fund; Speed of application is fast, and the duration is short, and road recovers fast, shorter to construction area resident living influence time, is conducive to carrying out construction and social harmony.
accompanying drawing illustrates:
accompanying drawing 1 is the cast-in-place form profile in the utility model fabricated assembly overall concrete pipe gallery armpit angle.
accompanying drawing 2 is that the utility model fabricated assembly overall concrete pipe gallery base plate cancels the cast-in-place form profile in concrete layer armpit angle.
accompanying drawing 3 is the connecting structure one between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall and superposed type top board.
accompanying drawing 4 is the connecting structure two between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall and superposed type top board.
accompanying drawing 5 is the connecting structure three between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall and superposed type top board.
accompanying drawing 6 is the connecting structure four between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall and superposed type top board.
accompanying drawing 7 is the connecting structure five between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall and superposed type top board.
accompanying drawing 8 is the connecting structure six between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall and superposed type top board.
accompanying drawing 9 is the connecting structure seven between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall and superposed type top board.
accompanying drawing 10 is the connecting structure eight between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall and superposed type top board.
accompanying drawing 11 is the connecting structure one between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall and base plate prefabricated units.
accompanying drawing 12 is the connecting structure two between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall and base plate prefabricated units.
accompanying drawing 13 is the connecting structure three between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall and base plate prefabricated units.
accompanying drawing 14 is the connecting structure four between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall and base plate prefabricated units.
accompanying drawing 15 is the connecting structure five between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall and base plate prefabricated units.
accompanying drawing 16 is the connecting structure six between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall and base plate prefabricated units.
accompanying drawing 17 is the connecting structure seven between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall and base plate prefabricated units.
accompanying drawing 18 is the connecting structure eight between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall and base plate prefabricated units.
accompanying drawing 19 is connecting structure between the utility model fabricated assembly overall concrete pipe gallery superposed type top board.
accompanying drawing 20 is connecting structure between the utility model fabricated assembly overall concrete pipe gallery superposed type sidewall.
accompanying drawing 21 is connecting structure between the utility model fabricated assembly overall concrete pipe gallery base plate prefabricated units.
accompanying drawing 22 is the utility model fabricated assembly overall concrete pipe gallery levels piping lane connecting structure one.
accompanying drawing 23 is the utility model fabricated assembly overall concrete pipe gallery levels piping lane connecting structure two.
accompanying drawing 24 is the utility model fabricated assembly overall concrete pipe gallery levels piping lane connecting structure three.
accompanying drawing 25 is the utility model fabricated assembly overall concrete pipe gallery levels piping lane connecting structure four.
accompanying drawing 26 is the utility model fabricated assembly overall concrete pipe gallery superposed type top plate member schematic diagrames.
accompanying drawing 27 is the utility model fabricated assembly overall concrete pipe gallery base plate prefabricated units schematic diagrames.
accompanying drawing 28 is the utility model fabricated assembly overall concrete pipe gallery superposed type side wall member schematic diagrames one.
accompanying drawing 29 is the utility model fabricated assembly overall concrete pipe gallery superposed type side wall member schematic diagrames two.
detailed description of the invention:
embodiment 1:
a kind of fabricated assembly overall concrete pipe gallery, its composition comprises: base plate prefabricated units 1, described base plate prefabricated units top arranges one group of steam vent 14, bottom is cast-in-situ concrete 2, described base plate prefabricated units are connected with superposed type side wall member 6 bottom, described superposed type side wall member top is connected with superposed type top plate member 13, described base plate prefabricated units and described superposed type top plate member are provided with one group of armpit angle 7 and armpit gusset 18, there is in described armpit angle armpit angle steel muscle 8, in described armpit gusset, there is stiffener 12.
embodiment 2:
fabricated assembly overall concrete pipe gallery according to embodiment 1, ring-type two-way concrete slab 3, lattice reinforcing bar 4, lacing wire 5, column 9 is provided with in described base plate prefabricated units, described ring-type two-way concrete slab stretches out described base plate prefabricated units upper surface, is connected with described superposed type side wall member.
embodiment 3:
fabricated assembly overall concrete pipe gallery according to embodiment 2, described superposed type side wall member comprises two-layer concrete layer, and it is hollow form therebetween, and cast-in-situ concrete is built in hollow part; Ring-type transverse reinforcement 10, ring-type longitudinal reinforcement 11, lattice reinforcing bar, lacing wire is provided with in described superposed type side wall member; The concrete layer of described superposed type side wall member has carried out shortening and variable cross-section process, and inside arranges stiffener.
embodiment 4:
fabricated assembly overall concrete pipe gallery according to embodiment 3, described superposed type top plate member lower floor is precast concrete, and upper strata is cast-in-situ concrete, is provided with ring-type two-way concrete slab, lattice reinforcing bar, lacing wire in described superposed type top plate member; Described ring-type two-way concrete slab stretches out the soffit of described superposed type top plate member, is connected with described superposed type side wall member.
embodiment 5:
a kind of construction utilizing fabricated assembly overall concrete pipe gallery described in embodiment 1-4, by base plate prefabricated units, superposed type side wall member, superposed type top plate member makes complete, be transported to erecting bed, cleaning bed course, after line setting, lifting base plate prefabricated units, superposed type side wall member is installed, ensure that between member reinforcing steel bar, position is accurate, skewed horizontal load is set and ensures superposed type side wall member verticality, superposed type top plate member is installed support and adjust absolute altitude, ensure that support top absolute altitude is absolute altitude at the bottom of superposed type top plate member, superposed type top plate member is installed, armpit angle adopts cast-in-place form, armpit angle steel muscle bottom colligation piping lane, paste sealing rod, install piping lane top and armpit angular position, bottom template 15 and utilize bolt 16 to fix, colligation piping lane top armpit angle steel muscle, between each prefabricated units reinforcing bar that piping lane connects, lap penetrates connecting reinforcement 17, build cast-in-situ concrete, shutoff steam vent, form fabricated assembly overall concrete pipe gallery, during independent prefabricated armpit gusset, after line setting, lifting base plate prefabricated units, lifting is with the superposed type side wall member of having installed shelf bracket 19 in advance, ensure that between member reinforcing steel bar, position is accurate, skewed horizontal load is set and ensures superposed type side wall member component verticality, after one group of base plate prefabricated unit and superposed type side wall member being installed continuously along piping lane length direction, on adjustment piping lane length direction, the shelf bracket on homonymy body of wall top leads to line, armpit angle steel muscle bottom colligation piping lane, armpit gusset bottom piping lane is installed and fixes, lay piping lane top armpit gusset and fix, superposed type top plate supporting is installed and adjusts absolute altitude, ensure that support top absolute altitude is absolute altitude at the bottom of superposed type top plate member, superposed type top plate member is installed, colligation piping lane top armpit angle steel muscle, between each prefabricated units reinforcing bar that piping lane connects, lap penetrates connecting reinforcement, paste sealing rod, stopend also utilizes the bolt on component to fix, build cast-in-situ concrete, shutoff steam vent, form fabricated assembly overall concrete pipe gallery, piping lane armpit angular position concrete and reinforcing bar and superposed type top plate member integral prefabricated, on-the-spot installation procedure can be simplified, need to carry out Scheme Choice according to scene, fabricated assembly overall concrete pipe gallery adopts cast-in-place common waterproof concrete, concrete slump is less, during poor fluidity, base plate prefabricated units concrete layer is cancelled, is made into the form of overall cage of reinforcement, is convenient to underplate concrete and builds, improve pouring quality, after treating that underplate concrete is built, then build superposed type side wall member component and superposed type top plate member concrete, form fabricated assembly overall concrete pipe gallery, fabricated assembly overall concrete pipe gallery adopt up and down two-layer and multilayer section structure form time, upper strata superposed type side wall member is connected with lower floor piping lane and adopts lower floor's superposed type side wall member longitudinal direction ring steel reinforced bar to lengthen and the form of pre-buried ring steel reinforced bar, lower floor's piping lane is shaping, after intensity reaches installation requirement, carries out upper strata piping lane Components installation, and between each prefabricated units reinforcing bar that piping lane connects, lap penetrates connecting reinforcement, builds cast-in-situ concrete, forms fabricated assembly overall concrete pipe gallery, fabricated assembly overall concrete pipe gallery cast-in-place concrete part, forms the continual entirety of continuous print at piping lane section part, forms overall water proof structure.
Claims (4)
1. a fabricated assembly overall concrete pipe gallery, its composition comprises: base plate prefabricated units, it is characterized in that: described base plate prefabricated units top arranges one group of steam vent, bottom is cast-in-situ concrete, described base plate prefabricated units are connected with superposed type side wall member bottom, described superposed type side wall member top is connected with superposed type top plate member, described base plate prefabricated units and described superposed type top plate member are provided with one group of armpit angle and armpit gusset, there is in described armpit angle armpit angle steel muscle, in described armpit gusset, there is stiffener.
2. fabricated assembly overall concrete pipe gallery according to claim 1, it is characterized in that: in described base plate prefabricated units, be provided with ring-type two-way concrete slab, lattice reinforcing bar, lacing wire, column, described ring-type two-way concrete slab stretches out described base plate prefabricated units upper surface, is connected with described superposed type side wall member.
3. fabricated assembly overall concrete pipe gallery according to claim 1 and 2, it is characterized in that: described superposed type side wall member comprises two-layer concrete layer, it is hollow form therebetween, and cast-in-situ concrete is built in hollow part; Ring-type transverse reinforcement, ring-type longitudinal reinforcement, lattice reinforcing bar, lacing wire is provided with in described superposed type side wall member; The concrete layer of described superposed type side wall member has carried out shortening and variable cross-section process, and inside arranges stiffener.
4. fabricated assembly overall concrete pipe gallery according to claim 1 and 2, it is characterized in that: described superposed type top plate member lower floor is precast concrete, upper strata is cast-in-situ concrete, is provided with ring-type two-way concrete slab, lattice reinforcing bar, lacing wire in described superposed type top plate member; Described ring-type two-way concrete slab stretches out the soffit of described superposed type top plate member, is connected with described superposed type side wall member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520585916.8U CN205205857U (en) | 2015-08-06 | 2015-08-06 | Integral concrete utility tunnel of prefabricated assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520585916.8U CN205205857U (en) | 2015-08-06 | 2015-08-06 | Integral concrete utility tunnel of prefabricated assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205205857U true CN205205857U (en) | 2016-05-04 |
Family
ID=55843585
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520585916.8U Active CN205205857U (en) | 2015-08-06 | 2015-08-06 | Integral concrete utility tunnel of prefabricated assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205205857U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019475A (en) * | 2015-08-06 | 2015-11-04 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated integral concrete comprehensive pipe rack and construction method |
| CN106677210A (en) * | 2017-01-25 | 2017-05-17 | 中冶建工集团有限公司 | Underground comprehensive pipe gallery structure |
| CN106869569A (en) * | 2017-04-09 | 2017-06-20 | 北京工业大学 | A kind of core-added laminated post of raising underground frame structure system anti-seismic performance |
| 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 |
| CN108890851A (en) * | 2018-07-10 | 2018-11-27 | 佛山市路桥建设有限公司 | The construction method of UHPC prefabricated case beam |
| CN108894796A (en) * | 2018-05-21 | 2018-11-27 | 昆明理工大学 | It is a kind of to use the tunnel for overlapping plate technique without template Second Lining Construction method |
| CN109403373A (en) * | 2018-01-26 | 2019-03-01 | 中铁四局集团建筑工程有限公司 | A kind of method for splitting overlapping assembled piping lane |
| CN111765837A (en) * | 2020-06-10 | 2020-10-13 | 北京万兴建筑集团有限公司 | Measuring equipment and measuring method for axillary angles of underground comprehensive multi-cabin pipe gallery |
-
2015
- 2015-08-06 CN CN201520585916.8U patent/CN205205857U/en active Active
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019475A (en) * | 2015-08-06 | 2015-11-04 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated integral concrete comprehensive pipe rack and construction method |
| CN106677210A (en) * | 2017-01-25 | 2017-05-17 | 中冶建工集团有限公司 | Underground comprehensive pipe gallery structure |
| CN106677210B (en) * | 2017-01-25 | 2019-09-06 | 中冶建工集团有限公司 | A kind of underground pipe gallery structure |
| CN106869569A (en) * | 2017-04-09 | 2017-06-20 | 北京工业大学 | A kind of core-added laminated post of raising underground frame structure system anti-seismic performance |
| CN106869569B (en) * | 2017-04-09 | 2019-04-30 | 北京工业大学 | A kind of core-added laminated column improving underground frame structure system anti-seismic performance |
| 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 |
| CN109403373A (en) * | 2018-01-26 | 2019-03-01 | 中铁四局集团建筑工程有限公司 | A kind of method for splitting overlapping assembled piping lane |
| CN108894796A (en) * | 2018-05-21 | 2018-11-27 | 昆明理工大学 | It is a kind of to use the tunnel for overlapping plate technique without template Second Lining Construction method |
| CN108890851A (en) * | 2018-07-10 | 2018-11-27 | 佛山市路桥建设有限公司 | The construction method of UHPC prefabricated case beam |
| CN111765837A (en) * | 2020-06-10 | 2020-10-13 | 北京万兴建筑集团有限公司 | Measuring equipment and measuring method for axillary angles of underground comprehensive multi-cabin pipe gallery |
| CN111765837B (en) * | 2020-06-10 | 2022-02-08 | 北京万兴建筑集团有限公司 | Measuring equipment and measuring method for axillary angles of underground comprehensive multi-cabin pipe gallery |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105019475A (en) | Prefabricated integral concrete comprehensive pipe rack and construction method | |
| CN205205857U (en) | Integral concrete utility tunnel of prefabricated assembly | |
| CN101864959B (en) | Method for tunneling construction of main structure of underground station | |
| CN102953739B (en) | Bidirectional punching method for underground excavation of subway station | |
| CN106223360B (en) | Using the open cut cast in place and precast construction subway station construction method of stake supporting system | |
| CN109235499B (en) | Open-cut underground building structure assembly type construction method | |
| CN203049832U (en) | Assembling type shear wall structure | |
| CN105839666A (en) | Total-prefabricated superimposed assembly type underground pipe gallery and connecting node thereof | |
| CN104805866A (en) | Prefabricated comprehensive pipe gallery and construction method | |
| CN203080430U (en) | Assembly and cast-in-place combined type reinforced concrete pipe type culvert | |
| CN206189461U (en) | Assembly folding type utility tunnel | |
| CN101418569B (en) | Optimization complex arch wall combining prefabricated arch leaf, support and major structure | |
| CN101294495A (en) | Tunnel shield propulsion and inside double-layer road synchronous construction method | |
| CN106988603A (en) | A kind of Assembled enclosing wall and its construction method | |
| CN102777065A (en) | Reverse building method for lifting-type bucket-shaped underground garage | |
| CN107165271A (en) | A kind of assembled Special-Shaped Column concrete frame structure | |
| CN102653946A (en) | Waterproof construction method for setting rubber waterstop at bottom of reinforced concrete raft foundation | |
| CN110761811A (en) | Layered soft rock tunnel asymmetric supporting structure and construction method | |
| CN103790176B (en) | A kind of construction method of pre-buried manomelia rod structure | |
| CN207538841U (en) | A kind of hydraulic tunnel inverted arch cambered surface slip form construction device | |
| CN102286982A (en) | Deep foundation pit precast building enclosure for constructing in low environment | |
| CN206928323U (en) | A kind of ring muscle fastens assembled pipe gallery | |
| CN105040810B (en) | Suitable for the connecting node of frame supported shear wall structure reverse construction | |
| CN112012763B (en) | Construction method of double-layer primary support multi-arch tunnel structure | |
| CN206571248U (en) | A kind of Assembled enclosing wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20171218 Address after: 432000 Hubei province Xiaogan city Xiaochang County Economic Development Zone Patentee after: Hubei Yuhui New Type Building Material Co., Ltd. Address before: 150000, Heilongjiang Harbin District, Hulan province Beijing University company on the east side Patentee before: Heilongjiang Yuhui New Building Materials Co., Ltd. |