CN205226655U - Prestressed concrete mechanical tubes - Google Patents

Prestressed concrete mechanical tubes Download PDF

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Publication number
CN205226655U
CN205226655U CN201520862785.3U CN201520862785U CN205226655U CN 205226655 U CN205226655 U CN 205226655U CN 201520862785 U CN201520862785 U CN 201520862785U CN 205226655 U CN205226655 U CN 205226655U
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CN
China
Prior art keywords
shaped
different shapes
prestressed concrete
concrete
tube core
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Expired - Fee Related
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CN201520862785.3U
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Chinese (zh)
Inventor
曹生龙
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TIANJIN ZEBAO CEMENT PRODUCTS CO Ltd
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TIANJIN ZEBAO CEMENT PRODUCTS CO Ltd
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Priority to CN201520862785.3U priority Critical patent/CN205226655U/en
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Publication of CN205226655U publication Critical patent/CN205226655U/en
Expired - Fee Related legal-status Critical Current
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Abstract

The utility model provides a prestressed concrete mechanical tubes, includes that interior outline line, foreign steamer profile or inside and outside outline line are whole circular shape cement pipe core of non - and pipe interface. The system has prestressed wire on the cement pipe core, and has prestressed wire mortar protective layer in the surperficial system of prestressed wire. The utility model discloses requirement, the reduction that can satisfy pipeline sectional area occupy underground space, improve body structural -load -carrying capacity, reduce NULL, alleviate body weight, and it is wide greatly to have enlarged the range of application.

Description

Prestressed concrete steel tubing in different shapes
Technical field:
The utility model belongs to concrete duct class, particularly a kind of prestressed concrete steel tubing in different shapes.
Background technique:
In recent years, Urbanization Process In China is advanced by leaps and bounds, high buildings and large mansions in a compact mass have become the scenery in city, but also a series of "urban disease" of association---the urban infrastructure bills dues for a long time such as municipal underground pipe network construction are serious, there are the problems such as insufficient total amount, standard are not high, operation management is extensive while high speed development.Urban waterlogging, water supply gets, pipeline outmoded often the have an accident normal work and life that have affected people, strengthen urban infrastructure construction extremely urgent.Within 2013 2014 2 years, the State Council issues three files: " notice about carrying out the work of municipal drainage prevention waterlogging Facilities Construction ", " suggestion about strengthening urban infrastructure construction ", " instruction about strengthening City Buried Pipeline implementation management ".On December 26th, 2014, the Department of Treasury issued " notice about carrying out the pilot work of state revenue support underground pipe gallery ".
One around " basis, city is established "---the curtain of under ground piping construction pulls open, a collection of Urban Underground pipe gallery and underground storage, sewerage system will be built in 10 years from now on, the construction of these large-sized concrete pipelines in the urgent need to suitable concrete culvert pipe with great for engineering.
Concrete pipe has excellent anti-cracking function and bearing capacity, and construction install convenience, speed are fast, the duration is short, and cheap.Concrete material is corrosion-resistant, long service life, can reach a century, outclass the tubing that steel, plastics or cast iron materials make.
Traditional prestressed concrete pipe comprises circular concrete pipe and special-shaped concrete pipe.
One, its inside and outside profile line of circular concrete pipe is circle, and it is made up of (as shown in Figure 1) concrete tube core 1, mortar cover 2, tube interface seal ring 3 and ring orientation prestress steel wire 4.
The production process of circular prestressed concrete pipe is: making concrete tube core → maintenance → twine and scratch ring orientation prestress steel wire → making ring orientation prestress steel wire mortar cover → maintenance mortar cover → product quality inspection.
Circular prestressed concrete pipe is mainly used in water delivery and pressure conveying sewage conduct, its internal diameter size φ 500 ~ φ 3000mm.
Circular concrete pipe manufacturing process is ripe, convenient for production, structure stress is favourable, materials'use amount is less, and cost is comparatively cheap.But circular concrete pipe uses in the large-scale pipelines such as integrated pipe exterior feature, defeated drainage pipe following shortcoming: arrange in circular cross section that pipeline is convenient not to the utmost, effectively can not utilize space, space availability ratio is low, need to strengthen to the diameter of pipe when making to arrange equal number pipeline in piping lane, thus add engineering cost.Current underground space pipeline is numerous, and planning elevation is limited, and circular round pipes is large to taking of underground space section.
Two, traditional special-shaped concrete culvert pipe with great is non-circular concrete pipe, and its inside and outside profile line is non-circular, and its composition structure is the ordinary reinforced concrete structure of configuration reinforcement in concrete.Common device for shape tubes can change wide, high size, has both met conduit section area requirements, also reaches the object accounting for the underground space less.But this ordinary reinforced concrete structure only sectional dimension of reliable increase component or the method for increase amount of reinforcement improves the bearing capacity of component and carrying out of crackle preventing, obvious this method is not only uneconomical but also must increase the weight of component, and thus the using scope of ordinary reinforced concrete pipe is very limited.
Summary of the invention:
The purpose of this utility model is just the defect overcoming common special-shaped prestressed reinforced concrete pipe, and a kind of prestressed concrete steel tubing in different shapes is provided, this steel tubing in different shapes can meet conduit section area requirement, reduce and take the underground space, improve pipe structure bearing capacity, reduce material consumption, alleviate body weight, and greatly expand applied range.
As above conceive; the technical solution of the utility model is: a kind of prestressed concrete steel tubing in different shapes; comprise concrete tube core and tube interface that inner outline, outer contour or internal and external contour line are non-full circle shape; it is characterized in that: on concrete tube core, be shaped with reinforcement wire, and be shaped with reinforcement wire mortar cover on reinforcement wire surface.
The concrete tube core pressed on ring of above-mentioned non-full circle shape is to being shaped with reinforcement wire.
The concrete tube core pressed on ring of above-mentioned non-full circle shape is all shaped with reinforcement wire to longitudinal.
The concrete tube core of above-mentioned non-full circle shape is box-shaped, three dome-shaped, many circular arcs arch, four dome-shaped, band base shape, porous box-shaped, porous three dome-shaped, porous many circular arcs arch, porous four dome-shaped or endoporus V-shaped.
Above-mentioned tube interface is straight cut, rabbet-shaped interface, steel bellmouth interface, rolled plate bellmouth or socket interface.
Above-mentioned reinforcement wire mortar cover can adopt roll spraying method, gunite, vibratory drilling method or the method that wipes makes.
The concrete tube core pressed on ring of above-mentioned non-full circle shape is to winding reinforcement wire.
The utility model has following advantage and good effect:
1, the utility model can change wide, high size, both can meet the requirement of conduit section area, can reach again the object taking the underground space less.
2, the utility model greatly can improve pipe structure bearing capacity, reduces material consumption, alleviate body weight.
3, the utility model can be used as the service channel of the both sides such as drainage pipe (discharge rainwater, sewage), aqueduct (pressure conduit, free flow water conveyer pipeline), hydraulic engineering pipeline (pressure conduit, high-line conduit), agricultural pipeline, industrial tubes, underground traffic passage, highway crossing (common road, expressway), river course, railway.
Accompanying drawing illustrates:
Fig. 1 is the structural representation of prestressed concrete pipe, wherein: (a) is cross-section cutaway view after pipe installation; B () is pipe outline drawing; C () is pipe right elevation;
Fig. 2 is sectional schematic diagram of the present utility model;
The schematic diagram of Fig. 3 to be the utility model tube core be three hope arches, wherein: (a) is cross-section profile; B () is profile diagram;
Fig. 4 is the utility model die shape exemplary plot, wherein (a) box-shaped; (b) three dome-shaped; (c) many circular arcs arch; (d) four dome-shaped; (e) band base shape; (f) porous box-shaped; (g) porous three dome-shaped; (h) porous many circular arcs arch; (i) porous four dome-shaped; (j) endoporus V-shaped;
Fig. 5 is interface shape schematic diagram of the present utility model, wherein: (a) flat mouth; (b) tongue and groove; (c) flexible tongue and groove; The flexible tongue and groove of (d) two cushion rubber; (e) steel bellmouth; (f) two cushion rubber steel bellmouth; (g) glass reinforced plastic socket; (h) hot-rolled steel section bellmouth, steel socket; (i) steel bellmouth, cold rolled steel socket; (j) two socket.
In figure: 1-tube core (special-shaped concrete pipe and prestressed concrete pipe); 2-ring orientation prestress steel wire mortar cover; 3-tube interface seal ring; 4-ring orientation prestress steel wire; 5-steel bellmouth; 6-steel socket; 7-glass reinforced plastic socket.
Embodiment:
As shown in Figure 2: a kind of prestressed concrete steel tubing in different shapes, concrete tube core and tube interface that inner outline, outer contour or internal and external contour line are non-full circle shape is comprised.Concrete tube core is shaped with ring orientation prestress steel wire, and is shaped with mortar cover in ring orientation prestress Steel Wire Surface.
As shown in Figure 3,4: the concrete tube core of above-mentioned non-full circle shape is box-shaped, three dome-shaped, many circular arcs arch, four dome-shaped, band base shape, porous box-shaped, porous three dome-shaped, porous many circular arcs arch, porous four dome-shaped or endoporus V-shaped.
As shown in Figure 5: above-mentioned tube interface is straight cut, rabbet-shaped interface, steel bellmouth interface, rolled plate bellmouth or socket interface.
The production technology making the utility model prestressed concrete steel tubing in different shapes is:
Make special-shaped concrete culvert pipe with great tube core → maintenance → twine and scratch ring orientation prestress steel wire → making ring orientation prestress steel wire mortar cover → maintenance mortar cover → product quality inspection.
The making of the utility model prestressed concrete steel tubing in different shapes tube core can adopt vertical vibrating method (technique), core mould vibrating method (technique) and additive method (technique) shaping making.
The utility model prestressed concrete steel tubing in different shapes tube core applying ring orientation prestress steel wire can adopt (1) to be wound around reinforcement wire method applying ring orientation prestress.(2) apply ring orientation prestress without bonding prestress muscle.
The making of the utility model prestressed concrete steel tubing in different shapes ring orientation prestress steel wire mortar cover can adopt roll spraying method, gunite, vibratory drilling method or wipe method etc.
The maintenance of the utility model prestressed concrete steel tubing in different shapes tube core or ring orientation prestress steel wire mortar cover can adopt natural curing, steam curing, solar energy curing and additive method maintenance.
As shown in Figure 5: the sealing joint of the utility model prestressed concrete steel tubing in different shapes can adopt various sealing joint mode (rigid interface, flexible interface etc.), various different sealing material (slush, ointment, cushion rubber etc.).
Hole (storehouse) number of the utility model prestressed concrete steel tubing in different shapes can be single hole, diplopore or porous.
The purpose of this utility model is with special-shaped concrete pipe for tube core, and to its Shi Hanzhang, the advantage of the advantage and prestressing technique that reach special-shaped concrete pipe is passed through in one, not only possesses the advantage of special-shaped concrete pipe but also possess the advantage of prestressed concrete pipe.The utility model prestressed concrete steel tubing in different shapes is applicable to large-scale water delivery drainage pipe, water conservancy water conservancy project conduit pipe, pipe gallery, underground conservation pool, underground roadways etc., greatly can improve the bearing capacity of pipe structure, reduces material consumption, alleviate body weight.

Claims (7)

1. a prestressed concrete steel tubing in different shapes; comprise concrete tube core and tube interface that inner outline, outer contour or internal and external contour line are non-full circle shape; it is characterized in that: on concrete tube core, be shaped with reinforcement wire, and be shaped with reinforcement wire mortar cover on reinforcement wire surface.
2. prestressed concrete steel tubing in different shapes according to claim 1, is characterized in that: the concrete tube core pressed on ring of above-mentioned non-full circle shape is to being shaped with reinforcement wire.
3. prestressed concrete steel tubing in different shapes according to claim 1, is characterized in that: the concrete tube core pressed on ring of above-mentioned non-full circle shape is all shaped with reinforcement wire to longitudinal.
4. prestressed concrete steel tubing in different shapes according to claim 1, is characterized in that: the concrete tube core of above-mentioned non-full circle shape is box-shaped, three dome-shaped, many circular arcs arch, four dome-shaped, band base shape, porous box-shaped, porous three dome-shaped, porous many circular arcs arch, porous four dome-shaped or endoporus V-shaped.
5. prestressed concrete steel tubing in different shapes according to claim 1, is characterized in that: above-mentioned tube interface is straight cut, rabbet-shaped interface, steel bellmouth interface, rolled plate bellmouth or socket interface.
6. prestressed concrete steel tubing in different shapes according to claim 1, is characterized in that: above-mentioned reinforcement wire mortar cover can adopt roll spraying method, gunite, vibratory drilling method or the method that wipes makes.
7. the prestressed concrete steel tubing in different shapes according to claim 1 or 2 or 3, is characterized in that: the concrete tube core pressed on ring of above-mentioned non-full circle shape is to winding reinforcement wire.
CN201520862785.3U 2015-10-30 2015-10-30 Prestressed concrete mechanical tubes Expired - Fee Related CN205226655U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520862785.3U CN205226655U (en) 2015-10-30 2015-10-30 Prestressed concrete mechanical tubes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520862785.3U CN205226655U (en) 2015-10-30 2015-10-30 Prestressed concrete mechanical tubes

Publications (1)

Publication Number Publication Date
CN205226655U true CN205226655U (en) 2016-05-11

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520862785.3U Expired - Fee Related CN205226655U (en) 2015-10-30 2015-10-30 Prestressed concrete mechanical tubes

Country Status (1)

Country Link
CN (1) CN205226655U (en)

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160511

Termination date: 20171030

CF01 Termination of patent right due to non-payment of annual fee