CN208203283U - Head safeguard structure and artificial conduit jacking - Google Patents

Head safeguard structure and artificial conduit jacking Download PDF

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Publication number
CN208203283U
CN208203283U CN201820779579.XU CN201820779579U CN208203283U CN 208203283 U CN208203283 U CN 208203283U CN 201820779579 U CN201820779579 U CN 201820779579U CN 208203283 U CN208203283 U CN 208203283U
Authority
CN
China
Prior art keywords
main body
push pipe
safeguard structure
protection
protection main
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.)
Expired - Fee Related
Application number
CN201820779579.XU
Other languages
Chinese (zh)
Inventor
刘科
黄金梅
索文斌
孙国鸿
彭楠楠
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.)
CCCC First Highway Engineering Co Ltd
Haiwei Engineering Construction Co Ltd of FHEC of CCCC
Original Assignee
CCCC First Highway Engineering Co Ltd
Haiwei Engineering Construction Co Ltd of FHEC of CCCC
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 CCCC First Highway Engineering Co Ltd, Haiwei Engineering Construction Co Ltd of FHEC of CCCC filed Critical CCCC First Highway Engineering Co Ltd
Priority to CN201820779579.XU priority Critical patent/CN208203283U/en
Application granted granted Critical
Publication of CN208203283U publication Critical patent/CN208203283U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a kind of head safeguard structure and artificial conduit jacking, is related to the technical field of artificial push pipe, and it includes: protection main body which, which is installed on the front end of push pipe and the head safeguard structure,;The protection body interior forms the Vacancy for accommodating construction personnel, the protection main body both ends open and either end is connected with the front end of the push pipe;Be provided in the protection main body it is multiple protect the permeable holes of sand and the thickness of the protection main body less than the thickness of the push pipe for drain, the utility model solves the technical problem for first digging and pushing up not can guarantee construction personnel's safety afterwards.

Description

Head safeguard structure and artificial conduit jacking
Technical field
The utility model relates to artificial pipe-jacking technology fields, fill more particularly, to a kind of head safeguard structure and artificial push pipe It sets.
Background technique
Currently, jacking construction is broadly divided into mechanical jacking and artificial two class of push pipe, mechanical jacking be suitable for geology it is single and The location that no underground line influences.But under current city status, mechanical jacking is difficult to exhibit one's skill to the full, once going wrong, has Place can heavy excavation take head, place can only not abandoned using and mechanical jacking equipment price is high.Therefore, people Work push pipe is form of construction work most reliable, most practical in current construction.Artificial push pipe is also known as cutting edge propelling method, current artificial top Tube apparatus is only arranged a cutting edge in front end and is used for cutting soil.
The prior art is primarily present following defect:
Artificial conduit jacking cannot achieve " first push up and dig afterwards ", because common push pipe tube wall thickness is 10cm-20cm, if first Soil layer need to be headed into for pipeline by digging behind top, this top power greatly especially long-distance pipe jacking, it is easy to by middle part or end tubing top It can only first be dug when splitting, therefore constructing and push up but not can guarantee construction personnel's safety afterwards, in addition, for rich water geology such as mobile sand Matter, the prior art can not construct, or one side safety is poor when inadequate construction, does not on the other hand consider surface subsidence, cuts the earth Amount greatly, be seriously obstructed by progress, is unable to control surface subsidence therefore cannot pass through existing pipeline, road or have to close on and constructs Object location, bad adaptability.
The information disclosed in the background technology section is intended only to deepen the reason to the general background technology of the utility model Solution, and it is known to those skilled in the art existing to be not construed as recognizing or imply that the information is constituted in any form Technology.
Utility model content
The purpose of this utility model is to provide head safeguard structure and artificial conduit jackings, are asked with alleviating above-mentioned technology Topic.
In a first aspect, a kind of head safeguard structure provided by the utility model, is installed on the front end of push pipe, comprising: protection Main body;
The protection body interior forms the Vacancy for accommodating construction personnel, the protection main body both ends open and appoints One end is connected with the front end of the push pipe;
The thickness that multiple permeable holes for draining guarantor's sand and the protection main body are provided in the protection main body is less than The thickness of the push pipe.
It further include bottom baffle as a kind of further technical solution;
The bottom baffle is installed on protection body interior, is connected with support between protection main body and the bottom baffle Part.
As a kind of further technical solution, the supporting element is slidably mounted on the protection body interior.
As a kind of further technical solution, anchor bolt is connected on the supporting element, the protection body interior is formed Pin hole, the anchor bolt are located in the pin hole and can slide relative to the pin hole.
As a kind of further technical solution, the supporting element is iron brace.
As a kind of further technical solution, the protection main body is cirque structure, and the bottom baffle is semicircle Shape structure, and the diameter of the bottom baffle is identical as the protection internal diameter of main body.
As a kind of further technical solution, multiple permeable holes are provided on the bottom baffle.
As a kind of further technical solution, the wall thickness of the protection main body is 2cm, length 150cm.
Second aspect, a kind of artificial conduit jacking provided by the utility model, including actuator, push pipe and the head Safeguard structure;
The front end of the push pipe is connected with cutting edge, and the protection main body is installed on the cutting edge, and the actuator can Push the push pipe and protection main body jacking.
As a kind of further technical solution, the actuator uses jack.
Compared with prior art, head safeguard structure provided by the utility model and artificial conduit jacking are primarily present following Advantage:
Head safeguard structure provided by the utility model, is installed on the front end of push pipe, comprising: protection main body;The protection Body interior forms the Vacancy for accommodating construction personnel, the protection main body both ends open and either end and the push pipe Front end is connected;The thickness that multiple permeable holes for draining guarantor's sand and the protection main body are provided in the protection main body is small In the thickness of the push pipe.
In the utility model, the front end that main body will be protected to be mounted on push pipe, since the thickness of protection main body is less than push pipe Thickness, so only needing smaller jacking power that can be inserted into the soil body, then construction personnel station is cut the earth in Vacancy, to realize elder generation It is dug behind top, it is ensured that construction worker's safety.Play the role of advance support in the protection main body jacking soil body to be excavated, makes Obtaining development end is not influenced by rich water geology and unstable phenomenon occurs, is increased single Excavation Length, is improved operating efficiency. Protection main body plays a protective role to the soil body above push pipe, considerably reduce backbreak, ground caused by tube top is come to nothing, is collapsed etc. Sedimentation.Sand is protected in the permeable hole being arranged in protection main body, effective draining, and shunting reduces development end water pressure, and sand risk is gushed in reduction. The utility model effectively raises adaptability, safety and the construction efficiency of artificial push pipe, effective control of surface subsidence So that push pipe have when the location higher to settlement request such as passing through existing pipeline, road and close on structures it is higher reliable Property and adaptability.Meanwhile to landfill house refuse etc., other complicated geological paragraphs for easily caving in depressions have very the utility model Strong adaptability.
Artificial conduit jacking provided by the utility model, including actuator, push pipe and the head safeguard structure;It is described The front end of push pipe is connected with cutting edge, and the protection main body is installed on the cutting edge, and the actuator can push the push pipe With protection main body jacking, the utility model includes head safeguard structure, therefore all that there is above-mentioned head safeguard structure to have Advantage, details are not described herein.
Detailed description of the invention
It, below will be right in order to illustrate more clearly of specific embodiment of the present invention or technical solution in the prior art Specific embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, it is described below In attached drawing be that some embodiments of the utility model are not paying creativeness for those of ordinary skill in the art Under the premise of labour, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of head safeguard structure provided by the embodiment of the utility model;
Fig. 2 is the structural schematic diagram of the bottom baffle provided by the embodiment of the utility model based on Fig. 1 and iron brace;
Fig. 3 is the schematic diagram of the artificial conduit jacking provided by the embodiment of the utility model based on Fig. 1.
Icon: 1- protects main body;2- push pipe;21- cutting edge;3- bottom baffle;31- supporting element;4- permeable hole; 5- reserves slope surface.
Specific embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with attached drawing, it is clear that described Embodiment is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, originally Field those of ordinary skill every other embodiment obtained without making creative work belongs to practical Novel protected range.
It is in the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", " perpendicular Directly ", the orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only For ease of description the utility model and simplify description, rather than the device or element of indication or suggestion meaning must have it is specific Orientation, be constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.In addition, term " the One ", " second ", " third " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally Connection;It can be mechanical connection, be also possible to be electrically connected;Can be directly connected, can also indirectly connected through an intermediary, It can be the connection inside two elements.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition The concrete meaning of language in the present invention.
Specific embodiment of the present utility model is described in detail below in conjunction with attached drawing.It should be understood that herein Described specific embodiment is only used for describing and explaining the present invention, and is not intended to limit the utility model.
It please refers to shown in Fig. 1-Fig. 3, below in conjunction with attached drawing to head safeguard structure provided in this embodiment and artificial top Pipe device elaborates.
On the one hand, as shown in figures 1 and 3, head safeguard structure provided in this embodiment is mounted on the front end of push pipe 2, packet It includes: protection main body 1;The Vacancy for accommodating construction personnel is formed inside protection main body 1, protect 1 both ends open of main body and is appointed One end is connected with the front end of push pipe 2;It is provided in protection main body 1 multiple for draining the permeable hole 4 and protection main body 1 of protecting sand Thickness be less than push pipe 2 thickness.Specifically, it protects the middle and lower part of main body 1 to be equipped with multiple permeable holes 4, allows water along multiple Direction dispersion flows, reduce pressure, and sand risk is gushed in reduction.
In the present embodiment, any one open end of head safeguard structure is mounted on to the front end of push pipe 2, protection main body 1 Thickness is less than the thickness of push pipe 2, so only needing smaller jacking power that can be inserted into the soil body, construction personnel digs in Vacancy Soil is dug afterwards to realize first to push up, it is ensured that construction worker's safety.It is played in protection 1 jacking of the main body soil body to be excavated super The effect of preceding supporting increases single Excavation Length so that development end is not influenced by rich water geology and unstable phenomenon occurs, Improve operating efficiency.Protection main body 1 plays a protective role to the 2 top soil body of push pipe, considerably reduce backbreak, tube top it is de- It is empty, collapse etc. caused by surface subsidence.Sand is protected in the permeable hole 4 being arranged in protection main body 1, effective draining, and shunting reduces driving Sand risk is gushed in face water pressure, reduction.The present embodiment effectively raises adaptability, safety and the construction effect of artificial push pipe 2 Rate, effective control of surface subsidence so that push pipe 2 pass through existing pipeline, road and close on structures etc. it is higher to settlement request Location when have higher reliability and adaptability.Meanwhile the present embodiment is to other easily landslide depressions such as landfill house refuse Complicated geological paragraph have very strong adaptability.
It further include bottom baffle 3 as shown in Fig. 2-Fig. 3 in the optinal plan of the present embodiment;Bottom baffle 3 is installed on anti- It protects inside main body 1, protects between main body 1 and bottom baffle 3 and be connected with supporting element 31.Supporting element 31 is slidably mounted on protection Inside main body 1.It is connected with anchor bolt on supporting element 31, protects inside main body 1 and forms pin hole, anchor bolt is located in pin hole and can be opposite It is slided in pin hole.Specifically, supporting element 31 is iron brace.
Specifically, protection main body 1 is cirque structure, and bottom baffle 3 is semicircular structure, and the diameter of bottom baffle 3 It is identical as the protection internal diameter of main body 1.Multiple permeable holes 4 are provided on bottom baffle 3.
It should be pointed out that first will protection 1 jacking of main body pick in 2 front of push pipe installation protection main body 1, jacking when construction Into in face, construction personnel can carry out excavation construction, and realization, which first pushes up to dig afterwards, guarantees personnel safety.Rich water geology is excavated to reserved slope Jacking again behind face 5 (reserved slope surface 5 can guarantee that development end is stablized).According to geological condition, as drift sand is serious or reserved slope surface 5 When slope foot is longer, bottom baffle 3 is installed, the setting of bottom baffle 3 is so that the slope foot length of reserved slope surface 5 effectively reduces, simultaneously The stability of development end is increased, the generation for gushing the risks such as sand is reduced.The fit system of anchor bolt and pin hole is adjusted convenient for being moved forward and backward Whole 5 length of reserved slope surface can take down at any time again in the case where development end is more stable, so that it is mobile flexibly simple, it is removable to be convenient for Construction has very strong practical operation, while being also provided with permeable hole 4, plays the role of draining to development end and protects sand.
In the optinal plan of the present embodiment, the wall thickness of protection main body 1 is 2cm, length 150cm.Push pipe 2 is with a thickness of 10- The thickness of 20cm, protection main body 1 are only the 1/10-1/5 of 2 thickness of push pipe, convenient in the head insertion soil body.
The present embodiment also provides a kind of 2 device of artificial push pipe, including actuator, push pipe 2 and head safeguard structure;Push pipe 2 Front end be connected with cutting edge 21, protection main body 1 is installed on cutting edge 21, and actuator can push push pipe 2 and protection main body 1 to push up Into.The present embodiment includes head safeguard structure, therefore all for having the advantages that above-mentioned head safeguard structure has, no longer superfluous herein It states.
Specifically, actuator uses jack.The length of cutting edge 21 is 30cm.
The head safeguard structure of the present embodiment and 2 device of artificial push pipe are illustrated above, still, the present embodiment is not It is defined in above-mentioned specific embodiment, without departing from the scope of the claims, various deformations or change can be carried out More.The various modifications and change that the present embodiment is included within the scope of the claims.
Finally, it should be noted that the above various embodiments is only to illustrate the technical solution of the present embodiment, rather than its limitations; Although the present embodiment is described in detail referring to foregoing embodiments, those skilled in the art should understand that: It is still possible to modify the technical solutions described in the foregoing embodiments, or special to some or all of technologies Sign is equivalently replaced;And these are modified or replaceed, it does not separate the essence of the corresponding technical solution, and the present embodiment is respectively implemented The range of example technical solution.

Claims (10)

1. a kind of head safeguard structure, is installed on the front end of push pipe characterized by comprising protection main body;
The protection body interior forms the Vacancy for accommodating construction personnel, the protection main body both ends open and either end It is connected with the front end of the push pipe;
It is provided in the protection main body multiple for draining the permeable hole for protecting sand and the thickness for protecting main body less than described The thickness of push pipe.
2. head safeguard structure according to claim 1, which is characterized in that further include bottom baffle;
The bottom baffle is installed on protection body interior, is connected with supporting element between protection main body and the bottom baffle.
3. head safeguard structure according to claim 2, which is characterized in that the supporting element is slidably mounted on described Protect body interior.
4. head safeguard structure according to claim 3, which is characterized in that anchor bolt is connected on the supporting element, it is described Body interior is protected to form pin hole, the anchor bolt is located in the pin hole and can slide relative to the pin hole.
5. according to the described in any item head safeguard structures of claim 2-4, which is characterized in that the supporting element is iron brace.
6. head safeguard structure according to claim 2, which is characterized in that the protection main body is cirque structure, institute Stating bottom baffle is semicircular structure, and the diameter of the bottom baffle is identical as the protection internal diameter of main body.
7. the head safeguard structure according to claim 2 or 6, which is characterized in that be provided on the bottom baffle multiple Permeable hole.
8. head safeguard structure according to claim 1, which is characterized in that the wall thickness of the protection main body is 2cm, length For 150cm.
9. a kind of artificial conduit jacking characterized by comprising actuator, push pipe and claim 1-8 are described in any item Head safeguard structure;
The front end of the push pipe is connected with cutting edge, and the protection main body is installed on the cutting edge, and the actuator can push The push pipe and protection main body jacking.
10. artificial conduit jacking according to claim 9, which is characterized in that the actuator uses jack.
CN201820779579.XU 2018-05-23 2018-05-23 Head safeguard structure and artificial conduit jacking Expired - Fee Related CN208203283U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820779579.XU CN208203283U (en) 2018-05-23 2018-05-23 Head safeguard structure and artificial conduit jacking

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820779579.XU CN208203283U (en) 2018-05-23 2018-05-23 Head safeguard structure and artificial conduit jacking

Publications (1)

Publication Number Publication Date
CN208203283U true CN208203283U (en) 2018-12-07

Family

ID=64516336

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820779579.XU Expired - Fee Related CN208203283U (en) 2018-05-23 2018-05-23 Head safeguard structure and artificial conduit jacking

Country Status (1)

Country Link
CN (1) CN208203283U (en)

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Legal Events

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GR01 Patent grant
GR01 Patent grant
CP01 Change in the name or title of a patent holder
CP01 Change in the name or title of a patent holder

Address after: 100000 zhoujiajing, Guanzhuang, Chaoyang District, Beijing

Patentee after: CCCC FIRST HIGHWAY ENGINEERING GROUP Co.,Ltd.

Patentee after: HAIWEI ENGINEERING CONSTRUCTION CO LTD OF FIRST HIGHWAY ENGINEERING Co.,Ltd. OF CCCC

Address before: 100000 zhoujiajing, Guanzhuang, Chaoyang District, Beijing

Patentee before: CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd.

Patentee before: HAIWEI ENGINEERING CONSTRUCTION CO LTD OF FIRST HIGHWAY ENGINEERING Co.,Ltd. OF CCCC

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

Granted publication date: 20181207