CN208934737U - A kind of high intensity tunnel pipe for escaping structure - Google Patents

A kind of high intensity tunnel pipe for escaping structure Download PDF

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Publication number
CN208934737U
CN208934737U CN201721567251.3U CN201721567251U CN208934737U CN 208934737 U CN208934737 U CN 208934737U CN 201721567251 U CN201721567251 U CN 201721567251U CN 208934737 U CN208934737 U CN 208934737U
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China
Prior art keywords
section
tube body
lead
taking
endosexine
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Active
Application number
CN201721567251.3U
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Chinese (zh)
Inventor
彭凯
陈金海
肖海苑
朱港柳
巫祖烈
周超
汪佳嫽
周灏诚
何勇
吴新宝
李治
周鸿�
曹洪
周丽蓉
袁江
陶超
李文
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Zhejiang Constant Traffic Technology Co Ltd
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Zhejiang Constant Traffic Technology Co Ltd
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Priority to CN201721567251.3U priority Critical patent/CN208934737U/en
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Abstract

The utility model relates to safety first-aid facility technology fields, disclose a kind of high-intensitive tunnel pipe for escaping structure, including tube body, one end of the tube body extend to form section of taking the lead, and the other end of tube body extends to form plug section;The internal diameter of the section of taking the lead is greater than the outer diameter of plug section;The tube body includes successively from outside to inside extexine, laminboard layer, endosexine, and the extexine, endosexine are frp layer, and the laminboard layer is resin-bonded haydite layer, and the section of taking the lead, plug section are made of glass reinforced plastic;The inner wall of the endosexine is equipped with several annular protruding ribs, and the annular protruding rib is an integral structure with endosexine.The utility model has that light weight, compressive property be good, corrosion resistant beneficial effect.

Description

A kind of high intensity tunnel pipe for escaping structure
Technical field
The utility model relates to safety first-aid facility technology field more particularly to a kind of high-intensitive tunnel pipe for escaping knots Structure.
Background technique
Tunnel in the construction process, is easy to happen to collapse and turns over accident, and tunnel collapses to turn over usually can all cause biggish personnel to hurt afterwards It dies, and personnel are buried under the ground, it is difficult to sue and labour.Although theoretically constructing tunnel collapse accident of turning over can be to avoid, Reason difficult to calculate is frequently encountered during practice of construction tunnel is caused to collapse and turned over, such as geological disaster, earthquake, construction wrong miss The reasons such as operation cause tunnel to collapse to turn over.In order to maximally reduce casualties when tunnel collapses and turns over, usually set in tunnel Pipe for escaping is set, tunnel collapses when turning over, and personnel enter pipe for escaping at the first time and escape, and pipe for escaping common at present has gold Metal conduit, concrete duct etc..Metallic conduit weight is big, the time grown get rusty easily, poor corrosion resistance, cement pipe for escaping at This is lower, and then weight is big, compressive property is poor, and safety coefficient is low, requires light weight, the intensity of pipe for escaping in the construction process Many requirements such as high, corrosion-resistant, at low cost, it is clear that either metal pipe for escaping or cement pipe for escaping is unable to satisfy this A little demands.
Utility model content
The utility model mentions to solve the problems, such as that pipe for escaping weight in tunnel in the prior art is big, compressive property is poor Supply that a kind of light weight, compressive property be good, corrosion resistant high-intensitive tunnel pipe for escaping structure.
To achieve the goals above, the utility model adopts the following technical solution:
A kind of high intensity tunnel pipe for escaping structure, including tube body, one end of the tube body extend to form section of taking the lead, tube body The other end extend to form plug section;The internal diameter of the section of taking the lead is greater than the outer diameter of plug section;The tube body from outside to inside according to Secondary includes extexine, laminboard layer, endosexine, and the extexine, endosexine are frp layer, and the laminboard layer is resin Haydite layer is bonded, the section of taking the lead, plug section are made of glass reinforced plastic;The inner wall of the endosexine is equipped with several convex annulars Rib, the annular protruding rib are an integral structure with endosexine.Endosexine, extexine use frp layer, and glass reinforced plastic has good Resistance to compression well, corrosion resistance;Laminboard layer is resin-bonded haydite layer, and resin-bonded haydite layer compressive property is good, density is small, pole Big reduces overall weight;Section, the plug section of taking the lead are docked convenient for the grafting of two escape tubes, and integral construction is very convenient;Ring On the one hand shape fin further increases whole radial crush resistance energy, while when escape tube is tilted and installed, existing for survivor Climbing provides stress point in pipeline, is convenient for survivor's fast-escape.
Preferably, the cross section of the annular protruding rib is semicircle.Semicircle can reduce stress concentration, entire compression It can be more preferable.
Preferably, being equipped with the glass fabric of several annulars in the section of taking the lead, plug section.Glass fabric can increase Add the self-strength of section of taking the lead, plug section, so that section of taking the lead, plug section load performance be not good, easy to crack.
Preferably, the lateral surface of the plug section is male cone (strobilus masculinus), the medial surface of the section of taking the lead is inner conical surface, described outer The conical surface, the taper of inner conical surface are equal;The plug section, section of taking the lead outer end be equipped with lifting bolt.When two escape tube connections, The plug section of a piece escape tube is inserted into the taking the lead in section of another escape tube, after inner conical surface and male cone (strobilus masculinus) cooperation again by cable wire or Iron chains connects lifting bolt, to fast implement being stably connected with for two escape tubes.
Preferably, the internal diameter of the tube body is 0.6m-1.2m, the wall thickness of the tube body is 2cm-4cm, the laminboard layer Account for the 60%-80% of total wall thickness.Laminboard layer thickness accounting is very big, and laminboard layer density is smaller, to greatly alleviate whole weight Amount.
Therefore, the utility model has that light weight, compressive property be good, corrosion resistant beneficial effect.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of the utility model.
Fig. 2 is the connection schematic diagram of two escape tubes.
Fig. 3 is partial enlargement diagram at A in Fig. 1.
Fig. 4 is partial enlargement diagram at B in Fig. 1.
Fig. 5 is partial enlargement diagram at C in Fig. 1.
Fig. 6 is partial enlargement diagram at D in Fig. 2.
In figure: tube body 1, section of taking the lead 2, plug section 3, lifting bolt 4, cable wire 5, extexine 100, laminboard layer 101, endosexine 102, annular protruding rib 103, glass fabric 104, inner conical surface 200, male cone (strobilus masculinus) 300.
Specific embodiment
The utility model is further described with reference to the accompanying drawings and detailed description:
A kind of high-intensitive tunnel pipe for escaping structure as shown in Figure 1, including tube body 1, one end of tube body, which extends to form, takes the lead Section 2, the other end of tube body extends to form plug section 3;The internal diameter for section of taking the lead is greater than the outer diameter of plug section;As shown in Figure 3 and Figure 4, Tube body 1 includes successively from outside to inside extexine 100, laminboard layer 101, endosexine 102, and extexine, endosexine are frp layer, Laminboard layer is resin-bonded haydite layer, and the inner wall of endosexine is equipped with several annular protruding ribs 103, and annular protruding rib is integrated with endosexine Formula structure, the cross section of annular protruding rib are semicircle.
As shown in Figure 4 and Figure 5, section, the plug section of taking the lead are made of glass reinforced plastic, and several rings are equipped in section of taking the lead, plug section The glass fabric 104 of shape.
The lateral surface of plug section 3 is male cone (strobilus masculinus) 300, the medial surface of section of taking the lead 2 is inner conical surface 200, male cone (strobilus masculinus), inner conical surface Taper is equal;Plug section, section of taking the lead outer end be equipped with lifting bolt 4.In the present embodiment: the internal diameter of tube body is 0.6m-1.2m, The wall thickness of tube body is 2cm-4cm, and laminboard layer accounts for the 60%-80% of total wall thickness.
As shown in Figure 2 and Figure 6, when two pipe for escaping connections, the plug section of a pipe for escaping is inserted into another escape Pipeline is taken the lead in section, and lifting bolt is connect by cable wire 5 by inner conical surface again after cooperating with male cone (strobilus masculinus), to fast implement two Pipe for escaping is stably connected with, and connects to form continuous escape route by several pipe for escaping in the manner described above, tunnel is applied Working hour, when tunnel, which collapses, to be turned over, construction personnel enters in escape route at the first time and edge by escape route incoming tunnel Escape route escape on ground.Escape tube whole compressive strength in the utility model is good, light weight, corrosion-resistant, installation, Disassembly is very convenient, may be reused, overall cost is lower.

Claims (5)

1. a kind of high intensity tunnel pipe for escaping structure, including tube body, characterized in that one end of the tube body, which extends to form, takes the lead Section, the other end of tube body extend to form plug section;The internal diameter of the section of taking the lead is greater than the outer diameter of plug section;The tube body is from outer To interior successively including extexine, laminboard layer, endosexine, the extexine, endosexine are frp layer, the laminboard layer For resin-bonded haydite layer, the section of taking the lead, plug section are made of glass reinforced plastic;The inner wall of the endosexine is equipped with several rings Shape fin, the annular protruding rib are an integral structure with endosexine.
2. a kind of high-intensitive tunnel pipe for escaping structure according to claim 1, characterized in that the cross of the annular protruding rib Section is semicircle.
3. a kind of high-intensitive tunnel pipe for escaping structure according to claim 1, characterized in that the section of taking the lead is inserted The glass fabric of several annulars is equipped in head section.
4. a kind of high-intensitive tunnel pipe for escaping structure according to claim 1 or 3, characterized in that the plug section Lateral surface is male cone (strobilus masculinus), and the medial surface of the section of taking the lead is inner conical surface, and the male cone (strobilus masculinus), the taper of inner conical surface are equal;It is described to insert Head section, section of taking the lead outer end be equipped with lifting bolt.
5. a kind of high-intensitive tunnel pipe for escaping structure according to claim 1, characterized in that the internal diameter of the tube body is The wall thickness of 0.6m-1.2m, the tube body are 2cm-4cm, and the laminboard layer accounts for the 60%-80% of total wall thickness.
CN201721567251.3U 2017-11-21 2017-11-21 A kind of high intensity tunnel pipe for escaping structure Active CN208934737U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721567251.3U CN208934737U (en) 2017-11-21 2017-11-21 A kind of high intensity tunnel pipe for escaping structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721567251.3U CN208934737U (en) 2017-11-21 2017-11-21 A kind of high intensity tunnel pipe for escaping structure

Publications (1)

Publication Number Publication Date
CN208934737U true CN208934737U (en) 2019-06-04

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CN201721567251.3U Active CN208934737U (en) 2017-11-21 2017-11-21 A kind of high intensity tunnel pipe for escaping structure

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110513143A (en) * 2019-08-12 2019-11-29 天津润木科技有限公司 A kind of high-intensitive pipe for escaping being easy to lift
CN112664260A (en) * 2020-12-29 2021-04-16 天津润木科技有限公司 High-strength escape pipe with good impact resistance

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110513143A (en) * 2019-08-12 2019-11-29 天津润木科技有限公司 A kind of high-intensitive pipe for escaping being easy to lift
CN112664260A (en) * 2020-12-29 2021-04-16 天津润木科技有限公司 High-strength escape pipe with good impact resistance

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