CN201027325Y

CN201027325Y - Pre-stress thin wall concrete pipe of steel faucet

Info

Publication number: CN201027325Y
Application number: CNU2007200959875U
Authority: CN
Inventors: 赵斌; 张亮
Original assignee: Tianjin Waterline Pipeline Engineering Co Ltd
Current assignee: Tianjin Waterline Pipeline Engineering Co Ltd
Priority date: 2007-05-10
Filing date: 2007-05-10
Publication date: 2008-02-27
Anticipated expiration: 2017-05-10

Abstract

The utility model relates to a steel faucet pre-stress thin concrete pipe, wherein, the ratio value of the thickness d of the wall of the pipe core to the inner diameter D of the pipe core is u which is more than or equal to 1/32 and is less than or equal to 1/16; the screw pitch of pre-stress steel wire is at mm, the diameter of the pre-stress steel wire is phi mm, wherein, at is more than or equal to twice phi and is less than or equal to 50. The whole structure of the utility model is very simple, scientific and reasonable; the valve of the thickness of the wall of pipe core and the screw pitch of pre-stress steel wire is attained by scientific calculation and the experiment effect is good; the concrete pipe is of good durability and anti-seeping ability, and is of good water sealing ability, low cost, convenient maintenance and simple construction; the transportation cost and construction cost are greatly reduced, so the utility model is a steel faucet pre-stress thin concrete pipe of good innovation.

Description

Steel bell and spigot prestress thin wall concrete pipe

Technical field

The utility model relates to concrete plug, especially a kind of steel bell and spigot prestress thin wall concrete pipe.

Background technology

The steel faucet prestressed concrete pipe is a kind of pipeline that is mainly used in municipal administration, water conservancy, road and bridge, urban water supply system, also is extensive use of in industrial waterline, field irrigation, plant pipe network.The tube core wall thickness of present steel faucet prestressed concrete pipe is according to the national standard design, and its thickness should be greater than 1/16 of tube core internal diameter.The main cause that die design is thicker be concrete pipe need bear construction due to the earthing high external pressure load and the high inner pressuring load due to the pumped (conveying) medium.The concrete pipe own wt of this structure is heavier, and the cost of raw material is higher, and Production Time is longer, needs the lifting crane gear of high tonnage to install, and has improved the cost of transportation and the construction cost of concrete pipe greatly for this reason.

Summary of the invention:

The purpose of this utility model is to overcome the deficiencies in the prior art, provide a kind of scientific structure design rationally, save material, steel bell and spigot prestress thin wall concrete pipe that the tube core wall thickness is thin.

The utility model solves its technical problem and is achieved through the following technical solutions:

A kind of steel bell and spigot prestress thin wall concrete pipe; by bellmouth; socket; cage of reinforcement; the concrete tube core; compressor wire; topping constitutes; wherein bellmouth and socket are packed in the two ends of concrete tube core respectively; at the coaxial cage of reinforcement that is equipped with of concrete pipe in-core; the two ends of this cage of reinforcement are installed in respectively on bellmouth and the socket; compressor wire is wrapped on the concrete pipe outer core; outside the compressor wire of concrete pipe outer core, be shaped on topping; it is characterized in that: the ratio of this concrete tube core wall thickness d and this tube core inside diameter D is μ; 1/32≤μ≤1/16; the pitch pitch @mm of compressor wire; this prestress steel filament diameter is φ mm, 2 φ≤≤ 50.

And described cage of reinforcement is the cylindrical reinforcement frame of vertical muscle around bead form, perhaps is single vertical muscle shape skeleton.

And the span of described compressor wire diameter phi is 3≤φ≤10.

And described topping is a cement mortar.

Advantage of the present utility model and beneficial effect are:

1. this concrete pipe disposes the vertical muscle of cylindrical reinforcement frame or single form in tube core, its concrete pipe outer core is wound with compressor wire, whole tube core still is a reinforced concrete structure, and concrete pipe still has very strong resistance to pressure, has kept concrete pipe to resist the ability of external pressure load.

This concrete pipe scientific design the thickness of tube core, concrete adopts the strong concrete one-time cast-forming, and the design of the pitch of the compressor wire of tube core outer wall is closeer, not only make whole concrete tube core wall thickness reduce to below 1/16 of homogeneous tube internal diameter, and tubing weight also only is with 1/2 to 2/3 of the existing tubing of bore, reduce the cost of transportation and the installation cost of tubing widely, solved the problem of existing heavy caliber pipe lifting difficulty.

3. this concrete pipe also adopts flexible faucet structure, have good joint Watertightness, and constructing operation is easy; Because this tube material and tube wall is thinner, the body own wt is lighter, has also improved the ability of opposing differential settlement to a certain extent.

4. the utility model overall structure is very simple, and design science is reasonable, the value of the value of tube core wall thickness and compressor wire pitch calculate through science and test effect good.This concrete pipe has favorable durability, impermeability, joint water closure, construction costs is relatively low, maintenance maintenance is convenient and constructing operation is easy, greatly reduces cost of transportation and construction cost, is the higher steel bell and spigot prestress thin wall concrete pipe of a kind of novelty.

Description of drawings

Fig. 1 is a structural representation of the present utility model;

Fig. 2 is that the A-A of Fig. 1 is to the cross section enlarged drawing;

Fig. 3 is that the B-B of Fig. 1 is to the cross section enlarged drawing.

The specific embodiment

The utility model is described in further detail below by specific embodiment, and following examples are descriptive, is not determinate, can not limit protection domain of the present utility model with this.

This steel bell and spigot prestress thin wall concrete pipe; by bellmouth 6; socket 1; cage of reinforcement 2; concrete tube core 3; compressor wire 4; topping 5 constitutes; wherein bellmouth and socket are packed in the two ends of concrete tube core respectively; the coaxial cage of reinforcement that is equipped with of this concrete pipe in-core; the cylindrical reinforcement frame that this cage of reinforcement is made up of longitudinal reinforcement and circumferential reinforcement; also can be that (the vertical muscle quantity in the accompanying drawing is two for vertical muscle as shown in the present embodiment accompanying drawing; its vertical muscle quantity can be provided with as required); the two ends of these two vertical muscle are installed in respectively on bellmouth and the socket; compressor wire is wrapped on the concrete pipe outer core; outside the compressor wire of concrete pipe outer core, be shaped on cement mortar protective course; wherein the ratio of the caliber D of the wall thickness d of this concrete tube core and this pipe is μ; 1/32≤μ≤1/16 wherein; and the pitch of this compressor wire pitch @mm; the diameter of this compressor wire is φ mm; 2 φ≤@≤50 wherein, the span of this compressor wire diameter phi is 3≤φ≤10.

Instantiation:

1. concrete pipe, bore D:2000mm, tube core wall thickness d:80mm, compressor wire diameter phi: 4mm, compressor wire Luo Ju @:8mm.

2. concrete pipe, bore D:2400mm, tube core wall thickness d:96mm, compressor wire diameter phi: 6mm, compressor wire Luo Ju @:18mm.

3. concrete pipe, bore D:2600mm, tube core wall thickness d:104mm, compressor wire diameter phi: 10mm, compressor wire Luo Ju @:48mm.

Bell and spigot of the present utility model is a flexible interface, has good Watertightness, even also can effectively ensure the seal of whole pipeline under the situation of foundation settlement, prevents that sewage from leaking.Because the utility model adopts reinforced concrete structure, so can resist sizable external pressure load, thickness of earth-fill cover is little in construction, reduced difficulty, the construction cost of construction, and maintenance maintenance is simply easy.

Concrete tube core of the present utility model adopts the strong concrete one-time cast-forming, and the pitch of the compressor wire that this tube core outer wall twines is closeer, not only make whole concrete tube core wall thickness reduce to below 1/16 of homogeneous tube internal diameter, and have under the situation of same physical property, tubing weight also only is with 1/2 to 2/3 of the existing tubing of bore, for example, existing bore is 3m, length is that the PCCP pipeline gross weight of 5m is approximately 28 tons, and the utility model tubing gross weight of same bore length approximately has only 17 tons, no matter in transportation, loading and unloading, still in pipeline construction, the reduction of cost is conspicuous.

Claims

1. steel bell and spigot prestress thin wall concrete pipe; by bellmouth; socket; cage of reinforcement; the concrete tube core; compressor wire; topping constitutes; wherein bellmouth and socket are packed in the two ends of concrete tube core respectively; at the coaxial cage of reinforcement that is equipped with of concrete pipe in-core; the two ends of this cage of reinforcement are installed in respectively on bellmouth and the socket; compressor wire is wrapped on the concrete pipe outer core; outside the compressor wire of concrete pipe outer core, be shaped on topping; it is characterized in that: the ratio of this concrete tube core wall thickness d and this tube core inside diameter D is μ; and 1/32≤μ≤1/16; the pitch pitch @mm of compressor wire; this prestress steel filament diameter is φ mm, and 2 φ≤≤ 50.

2. steel bell and spigot prestress thin wall concrete pipe according to claim 1 is characterized in that: the span of described compressor wire diameter phi is 3≤φ≤10.

3. steel bell and spigot prestress thin wall concrete pipe according to claim 1 is characterized in that: described cage of reinforcement is the cylindrical reinforcement frame of vertical muscle around bead form, perhaps is single vertical muscle shape skeleton.

4. steel bell and spigot prestress thin wall concrete pipe according to claim 1 is characterized in that: described topping is a cement mortar.