CN109137982A - The construction method of sleeve and pipe gallery is starched for the seat of underground pipe gallery - Google Patents

The construction method of sleeve and pipe gallery is starched for the seat of underground pipe gallery Download PDF

Info

Publication number
CN109137982A
CN109137982A CN201811227098.9A CN201811227098A CN109137982A CN 109137982 A CN109137982 A CN 109137982A CN 201811227098 A CN201811227098 A CN 201811227098A CN 109137982 A CN109137982 A CN 109137982A
Authority
CN
China
Prior art keywords
seat
sleeve
slurry
pipe gallery
starches
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.)
Granted
Application number
CN201811227098.9A
Other languages
Chinese (zh)
Other versions
CN109137982B (en
Inventor
叶浩文
周冲
田子玄
王伟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Science and Technology Group Co Ltd
Original Assignee
China Construction Science and Technology Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction Science and Technology Co Ltd filed Critical China Construction Science and Technology Co Ltd
Priority to CN201811227098.9A priority Critical patent/CN109137982B/en
Publication of CN109137982A publication Critical patent/CN109137982A/en
Application granted granted Critical
Publication of CN109137982B publication Critical patent/CN109137982B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/10Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Oil, Petroleum & Natural Gas (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

Sleeve is starched the present invention relates to a kind of seat for underground pipe gallery and its sits slurry method construction method, sleeve body is starched including seat, the seat slurry sleeve body includes cylinder and back cover, the back cover is connected to the bottom of the cylinder, several locating grooves are connected in the seat slurry sleeve body, locating groove packet positioning region and support portion, the positioning region is connected to the upper surface of the back cover, the support portion is connected to the lower surface of the back cover, using the centering sat when slurry method construction technique installs equipment, pipe gallery reinforcing bar position aligning time can be saved, also a large amount of fee of material is saved, processing charges, it is economical, it is applicable in.The present invention provides a kind of simple structure, seat slurry sleeve at low cost, being used for underground pipe gallery easily to operate and construction method.

Description

The construction method of sleeve and pipe gallery is starched for the seat of underground pipe gallery
Technical field
The present invention relates to underground construction fields, starch sleeve and synthesis more particularly to a kind of seat for underground pipe gallery The construction method of piping lane.
Background technique
Pipe gallery is the comprehensive corridor of underground urban duct, builds a tunnel space in Urban Underground, by electric power, leads to News, the various utilities pipelines such as combustion gas, heat supply, plumbing are integrated in one, and are the important infrastructure and " life for ensureing city operations Line ".
The construction of underground pipe gallery meets the laying of every one kind pipeline in urban pipe network, sewage, combustion gas, electric power, life It is included in wherein with water, communication and network etc., so as to largely meet the development of urban construction.
The mode of construction of existing Urban Underground pipe gallery, work progress is complicated, and construction duration is long, and piping lane is of poor quality, The overall cost of construction is high, cannot comply with the development trend that industrialization is built, not be able to satisfy construction demand.
Summary of the invention
It is simple, at low cost, comprehensive for underground easily to operate that the technical problem to be solved in the present invention is to provide a kind of structures Close the seat slurry sleeve of piping lane and the construction method of pipe gallery.
The present invention starches sleeve for the seat of underground pipe gallery, including seat starches sleeve body, and the seat starches sleeve body packet Cylinder and back cover are included, the back cover is connected to the bottom of the cylinder, is connected with several positioning in the seat slurry sleeve body Card slot, locating groove packet positioning region and support portion, the positioning region are connected to the upper surface of the back cover, the support portion It is connected to the lower surface of the back cover.
Preferably, the cylinder is set as conical structure, and the back cover is connected on the big one end of barrel diameter.
In above-mentioned any scheme preferably, the seat slurry sleeve body is set as the zinc-plated bellows with back cover, plates The tube wall of zinc bellows is using lateral fin technique processing.
In above-mentioned any scheme preferably, the seat slurry sleeve body is to be produced using galvanized steel strip by rolling Metal bellows out.
In above-mentioned any scheme preferably, locating rack, the locating rack packet are connected in the seat slurry sleeve body Include the first positioning beam and the second positioning beam, first positioning beam and the second positioning beam interconnection.
In above-mentioned any scheme preferably, the seat is starched and fills seat slurry in sleeve body, in the locating groove Grafting longitudinal reinforcement.
In above-mentioned any scheme preferably, the seat slurry includes preferred graded aggregate, slurry thixotroping improvement material With hole controlled material.
The construction method of pipe gallery of the present invention, steps are as follows:
Step 1 prepares material, including seat slurry, seat slurry sleeve, connection reinforcing bar;
Step 2, sets up template, assembling reinforcement, and seat starches sleeve body welding positioning, the hole protection of locating groove;
Step 3, base plate member pour, maintenance;
Step 4, upper reinforcement are inserted into the hole of locating groove, reinforcing bar contraposition, and wall is installed, and wall is fixed;
Step 5, the configuration of Special stand slurry, fluidity inspection;
Step 6, grouting hole seat slurry.
Preferably, the seat slurry includes preferred graded aggregate, slurry thixotroping improvement material and hole controlled material.
The present invention is for the seat slurry sleeve of underground pipe gallery and the construction method prior art difference of pipe gallery Be: seat slurry sleeve of the present invention for underground pipe gallery, cylinder and back cover surround seat slurry sleeve body, and set on back cover There is locating groove, convenient for positioning to reinforcing bar and seat slurry sleeve body, locating groove includes positioning region and support portion two parts, Reinforcing bar can be plugged in positioning region, guarantee quick, the accurate positionin of reinforcing bar, and support portion, which is arranged below sealing plate, starches sleeve to seat Ontology is supported, and increases the contact area of seat slurry sleeve body and concrete, improves the stability maintenance of seat slurry sleeve local; Locating groove is provided with several on back cover, and the quantity of locating groove is configured according to actual needs, guarantees the fast of reinforcing bar Speed is accurately positioned.
Detailed description of the invention
The seat slurry sleeve for underground pipe gallery of the invention is described further with reference to the accompanying drawing.
Fig. 1 is cuing open for a preferred embodiment of the seat slurry sleeve body that the present invention starches sleeve for the seat of underground pipe gallery Depending on structural schematic diagram;
Fig. 2 is the side structure schematic view for the preferred embodiment that the present invention starches sleeve for the seat of underground pipe gallery;
Fig. 3 is the plan structure signal for the embodiment shown in Fig. 2 that the present invention starches sleeve for the seat of underground pipe gallery Figure;
Fig. 4 is the use state that the present invention starches preferred embodiment shown in Fig. 2 of sleeve for the seat of underground pipe gallery Structural schematic diagram.
Attached drawing mark: 1, seat starches sleeve body;11, cylinder;12, back cover;2, locating groove;21, positioning region;22, it supports Portion;3, locating rack;31, the first positioning beam;32, the second positioning beam;4, piping lane interior wall;5, longitudinal reinforcement;6, piping lane bottom wall;7, horizontal To reinforcing bar.
Specific embodiment
In order to improve the joint efficiency between assembled piping lane component, guarantee component quality of connection, the present invention proposes to use The seat of reinforcing bar connection starches sleeve, carries out the connection of piping lane member reinforcing steel bar.
In conjunction with shown in Fig. 1-4, a preferred embodiment of the seat slurry sleeve for underground pipe gallery of the invention, including Seat slurry sleeve body 1, it includes cylinder 11 and back cover 12 that seat, which starches sleeve body 1, and back cover 12 is connected to the bottom of cylinder 11, seat slurry set Several locating grooves 2 are connected in cylinder ontology 1, locating groove 2 wraps positioning region 21 and support portion 22, positioning region 21 are connected to envelope The upper surface at bottom 12, support portion 22 are connected to the lower surface of back cover 12.
Cylinder 11 and back cover 12 surround seat slurry sleeve body 1, and locating groove 2 is equipped on back cover 12, convenient for reinforcing bar It is positioned with seat slurry sleeve body 1, specifically, locating groove 2 includes 22 two parts of positioning region 21 and support portion, reinforcing bar can be with It is plugged in positioning region 21, guarantees quick, the accurate positionin of reinforcing bar, support portion 22, which is arranged below sealing plate, starches sleeve body to seat 1 is supported, and increases the contact area of seat slurry sleeve body 1 and concrete, improves the stability maintenance of seat slurry sleeve local.It is fixed Position card slot 2 is provided with several on back cover 12, and the quantity of locating groove 2 is configured according to actual needs, guarantees reinforcing bar Quickly, it is accurately positioned.The size of cylinder 11, the size of locating groove 2 can be adjusted according to the needs.
Specifically, seat slurry sleeve body 1 is set as column construction, it can be a variety of shapes such as prismatic, cylindrical, cone cylindricality Shape;The positioning region 21 of locating groove 2 is set as 11 structure of divergent-cone wall, and conical small end is connected on sealing plate, convenient for guidance Reinforcing bar positioning, it helps seat starches the seat slurry filled in sleeve body 1 and flows into positioning region 21, the connection of stiffener;Positioning The support portion 22 of card slot 2 is set as cylindrical structure or conical structure, when support portion 22 is set as conical structure, support portion 22 Small end be connected on sealing plate, increase support portion 22 bearing area, improve stability.
The present embodiment solves pouring technology complexity, reinforcing bar is unable to rapid-aligning, structure in pipe gallery work progress Part is equipped with the problem of deviation, can quickly, accurately position to reinforcing bar, improves the installation connection effect of pipe gallery component Rate reduces the cost of production.Also, Urban Underground pipe gallery is built by the way of assembly, can shorten construction Duration improves piping lane quality, reduces overall cost, complies with the trend that industrialization is built, and is the main of the following pipe gallery construction One of mode.
Further, cylinder 11 is set as conical structure, and back cover 12 is connected on the big one end of 11 diameter of cylinder, cylinder 11 Big end be used to position, improve stability of the cylinder 11 in concrete, the resistance to plucking for enhancing reinforcing bar goes out performance, strengthens node Connection.
Further, seat slurry sleeve body 1 is set as the zinc-plated bellows with back cover 12, and the tube wall of zinc-plated bellows uses Lateral fin technique enhances the bond effect between seat slurry sleeve body 1 and concrete, can also enhance seat slurry sleeve body 1 Outer wall and concrete, seat slurry sleeve body 1 inner wall and seat slurry between mechanical snap power, strengthen reinforcing bar and seat slurry cover The connection extraction-resistant behavior of cylinder ontology 1.
Further, locating rack 3 is connected in seat slurry sleeve body 1, locating rack 3 includes that the first positioning beam 31 and second is fixed Position beam 32,32 interconnection of the first positioning beam 31 and the second positioning beam.First positioning beam 31 and the second positioning beam 32 are at least set There are two, 32 interconnection of the first positioning beam 31 and the second positioning beam is played and starches what sleeve body 1 was limited and fixed to seat Effect, while also reinforcing the structural strength of concrete.
Specifically, the first positioning beam 31 and the second positioning beam 32 are respectively set two, the first positioning beam 31 is longitudinal to be extended, the Two positioning beams 32 are laterally extended, and the first positioning beam 31 is intersected with 32 transverse and longitudinal of the second positioning beam, and is welded and fixed, the first positioning beam 31 and second positioning beam 32 be also welded and fixed in present slurry sleeve body 1, simple installation.
Further, seat slurry, grafting longitudinal reinforcement 5 in locating groove 2, the choosing of seat slurry are filled in seat slurry sleeve body 1 With Special stand slurry, first longitudinal reinforcement 5 is inserted into locating groove 2, then will be in Special stand slurry filling seat slurry sleeve body 1.
Seat slurry sleeve body 1 is fixed in piping lane bottom wall 6, is equipped with transverse steel 7 in piping lane bottom wall 6, locating rack 3 and laterally Reinforcing bar 7 is welded and fixed, and realizes the fixation to seat slurry sleeve body 1;In seat slurry sleeve body 1 after grafting longitudinal reinforcement 5, it is poured seat Slurry realizes the positioning to longitudinal reinforcement 5, to be poured piping lane interior wall 4.
One preferred embodiment of the construction method of pipe gallery of the invention, constructs in accordance with the following steps,
Step 1 prepares material, including seat slurry, seat slurry sleeve, connection reinforcing bar;
Step 2, sets up template, assembling reinforcement, and seat starches sleeve body welding positioning, the hole protection of locating groove;
Step 3, base plate member pour, maintenance;
Step 4, upper reinforcement are inserted into the hole of locating groove, reinforcing bar contraposition, and wall is installed, and wall is fixed;
Step 5, the configuration of Special stand slurry, fluidity inspection;
Step 6, grouting hole seat slurry.
Wherein, seat slurry uses quick-hardening cement, and the preferably materials such as graded aggregate, slurry thixotroping improvement and hole regulation are prepared Seat slurry, be able to satisfy the required mobility of seat slurry, crack resistance, impermeability, micro-expansibility energy, cohesiveness and can reach It is required that intensity, further promote pipe gallery construction quality and construction efficiency.
Slurry thixotroping, which improves material, can select inorganic thixotropic agent or organic thixotropic agent, such as clay mineral class, sulfuric acid The chelates such as salt, metal carbonate or mixed metal hydroxides or triethanolamine titanium.
Galvanized metal bellows is the metal bellows product produced using galvanized steel strip by rolling, due to adopting With above-mentioned galvanized steel strip, there is good antiseptic property, is more contacted compared to having for general black steel band Anti-corrosion and antirust ability.
When by piping lane interior wall bottom reinforcement bars insertion seat slurry sleeve body, ungauged regions seat slurry is filled into seat slurry sleeve sheet first Body reaches one to ungauged regions seat slurry then by the locating groove of the reinforcing bar insertion seat slurry sleeve body of piping lane interior wall bottom When determining intensity, wall connecting is completed.
For seat slurry sleeve body using the zinc-plated bellows of back cover and reserved steel bar hole, slurry sleeve body of being present and base plate member are logical Positioning device connection is crossed, by the way that locating groove is arranged, starches sleeve body being fixedly connected in the production phase convenient for seat.
Bar spacer slot is arranged in present slurry sleeve body bottom, solves that reinforcing bar is unable to rapid-aligning, component is equipped with The problem of deviation.
The structure of seat slurry sleeve of the invention overcomes the tired of delay-pour joint complex process at conventional sleeve connection or node Difficulty is inserted into piping lane interior wall reinforcing bar by being first perfused after ungauged regions seat slurry, the connection between completion reinforcing bar and seat slurry sleeve body, The joint efficiency of piping lane component is improved, and reduces the cost of production.
Further for the reinforcing bar of different-diameter, seat starches the length of sleeve body and of different sizes.
In order to reinforce the intensity of base plate member, bottom plate longitudinal reinforcement is additionally provided in base plate member.
Preferably, seat starches the tapered construction of sleeve body, and base diameter is greater than upper diameter, enhances sleeve and coagulation Bond effect between soil, strengthens the connection extraction-resistant behavior of reinforcing bar and sleeve, and seat slurry sleeve body can also use zinc-plated Bellows production.
The seat slurry sleeve body of reinforcing bar connection uses the zinc-plated bellows with back cover, adds on the back cover of zinc-plated bellows If locating groove, reinforcing bar is inserted into locating groove.When construction, zinc-plated bellows is connect with piping lane bottom wall by locating rack.Construction When, it needs to carry out the safeguard measure of pore before casting concrete, concrete is avoided to enter in pipe, ungauged regions Special stand slurry is infused It has a full house and starches sleeve body, (wherein, the intensity of 1 day age of seat slurry not preferably less than 25MPa, the intensity of 28 day age is not preferably less than 60MPa), then wall is completed when seat slurry reaches intensity and is connected by the locating groove of upper wall body reinforcing bar insertion seat slurry sleeve It connects.
Embodiment described above only describe the preferred embodiments of the invention, not to model of the invention It encloses and is defined, without departing from the spirit of the design of the present invention, those of ordinary skill in the art are to technical side of the invention The various changes and improvements that case is made should all be fallen into the protection scope that claims of the present invention determines.

Claims (9)

1. a kind of seat for underground pipe gallery starches sleeve, it is characterised in that: starch sleeve body including seat, the seat starches sleeve Ontology includes cylinder and back cover, and the back cover is connected to the bottom of the cylinder, is connected in the seat slurry sleeve body several A locating groove, the locating groove include positioning region and support portion, and the positioning region is connected to the upper surface of the back cover, institute State the lower surface that support portion is connected to the back cover.
2. the seat according to claim 1 for underground pipe gallery starches sleeve, it is characterised in that: the cylinder is set as round Pyramidal structure, the back cover are connected on the big one end of barrel diameter.
3. the seat according to claim 1 or 2 for underground pipe gallery starches sleeve, it is characterised in that: the seat slurry set Cylinder ontology is set as the zinc-plated bellows with back cover, and the tube wall of zinc-plated bellows is using lateral fin technique processing.
4. the seat according to claim 3 for underground pipe gallery starches sleeve, it is characterised in that: the seat starches sleeve sheet Body is the metal bellows produced using galvanized steel strip by rolling.
5. the seat according to claim 3 for underground pipe gallery starches sleeve, it is characterised in that: the seat starches sleeve sheet It is connected with locating rack on body, the locating rack includes the first positioning beam and the second positioning beam, first positioning beam and described the Two positioning beam interconnections.
6. the seat according to claim 1 for underground pipe gallery starches sleeve, it is characterised in that: the seat starches sleeve sheet Seat slurry, grafting longitudinal reinforcement in the locating groove are filled in vivo.
7. the seat according to claim 1 for underground pipe gallery starches sleeve, it is characterised in that: the seat slurry includes It is preferred that graded aggregate, slurry thixotroping improve material and hole controlled material.
8. a kind of pipe gallery seat starches sleeve construction method, it is characterised in that: it constructs in accordance with the following steps,
Step 1 prepares material, including seat slurry, seat slurry sleeve, connection reinforcing bar;
Step 2, sets up template, assembling reinforcement, and seat starches sleeve body welding positioning, the hole protection of locating groove;
Step 3, base plate member pour, maintenance;
Step 4, upper reinforcement are inserted into the hole of locating groove, reinforcing bar contraposition, and wall is installed, and wall is fixed;
Step 5, the configuration of Special stand slurry, fluidity inspection;
Step 6, grouting hole seat slurry.
9. a kind of pipe gallery seat starches sleeve construction method, it is characterised in that: the seat slurry includes preferred graded aggregate, slurry Thixotroping improves material and hole controlled material.
CN201811227098.9A 2018-10-22 2018-10-22 Slurry base sleeve for underground comprehensive pipe gallery and construction method of comprehensive pipe gallery Active CN109137982B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811227098.9A CN109137982B (en) 2018-10-22 2018-10-22 Slurry base sleeve for underground comprehensive pipe gallery and construction method of comprehensive pipe gallery

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811227098.9A CN109137982B (en) 2018-10-22 2018-10-22 Slurry base sleeve for underground comprehensive pipe gallery and construction method of comprehensive pipe gallery

Publications (2)

Publication Number Publication Date
CN109137982A true CN109137982A (en) 2019-01-04
CN109137982B CN109137982B (en) 2021-05-18

Family

ID=64808828

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811227098.9A Active CN109137982B (en) 2018-10-22 2018-10-22 Slurry base sleeve for underground comprehensive pipe gallery and construction method of comprehensive pipe gallery

Country Status (1)

Country Link
CN (1) CN109137982B (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2227159Y (en) * 1994-03-02 1996-05-15 四川省建筑科学研究院 Compound anchoring device for pre-stress tension fibre reinforcment
CN107882051A (en) * 2017-10-29 2018-04-06 北京工业大学 A kind of conical pipe anchor bar connecting structure for precast assembly structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2227159Y (en) * 1994-03-02 1996-05-15 四川省建筑科学研究院 Compound anchoring device for pre-stress tension fibre reinforcment
CN107882051A (en) * 2017-10-29 2018-04-06 北京工业大学 A kind of conical pipe anchor bar connecting structure for precast assembly structure

Also Published As

Publication number Publication date
CN109137982B (en) 2021-05-18

Similar Documents

Publication Publication Date Title
CN106760054B (en) Prefabricated reinforced concrete shear wall
CN105064400A (en) Urban comprehensive pipe rack of steel corrugated plate structure
CN106704708B (en) The supporting structure and its construction method of heat distribution pipeline in pipe gallery
CN202611012U (en) Assembly type concrete shear wall edge member connection structure
CN106948374A (en) A kind of hot band tooth pre-buried channel flow construction method of pipe gallery
CN204401650U (en) Square longitudinally connection prestressed assembly formula underground pipe gallery
CN109487813A (en) A kind of integrated prefabricated tube coupling and its construction method of pipe gallery street crossing push pipe
CN206513380U (en) A kind of tunnel double-lining vault with rubber seal reserves Grouting Pipe
CN109137982A (en) The construction method of sleeve and pipe gallery is starched for the seat of underground pipe gallery
CN208136954U (en) Precast splice type Pipe rack
CN209637782U (en) Tunnel water proofing discharge structure
CN111173033A (en) Prefabricated pipe gallery structure and pipe jacking method construction method thereof
CN208668462U (en) A kind of pipe gallery supporting structure
CN106049531A (en) Construction method for high-water-content ultra-soft soil box type multi-chamber cast-in-place frame tunnel
CN215289655U (en) Connecting structure for fixedly connecting reinforced concrete pier stud and upper steel box girder of motor vehicle bridge
CN205875202U (en) Cast -in -place frame tunnel formwork system of high water content ultra -soft soil box multi -chambered
CN213585061U (en) Embedded part for discharging fresh water concrete of electrical embedded pipeline
CN208417764U (en) A kind of auxiliary device of municipal administration water pipe
CN210194690U (en) Novel I-steel joint structure of underground continuous wall
CN105908778A (en) Comprehensive pipe rack for corrugated spiral pipe structure
CN209669926U (en) It is a kind of list cabin and more cabin steel pipes corridor and concrete pipe gallery connection structure
CN109826634A (en) Rich water liquefaction layer of sand shield launching and the received construction method of shield
CN206616586U (en) A kind of overall stainless steel structure type underground pipe gallery
CN201650306U (en) Concrete pumping system of metro tunnel connecting channel
CN211898551U (en) Prefabricated pipe gallery structure

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant