CN106050270A - Open cut tunnel forming construction device - Google Patents

Open cut tunnel forming construction device Download PDF

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Publication number
CN106050270A
CN106050270A CN201610676221.XA CN201610676221A CN106050270A CN 106050270 A CN106050270 A CN 106050270A CN 201610676221 A CN201610676221 A CN 201610676221A CN 106050270 A CN106050270 A CN 106050270A
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CN
China
Prior art keywords
template
tunnel
framework
open cut
construction device
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.)
Pending
Application number
CN201610676221.XA
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Chinese (zh)
Inventor
冯树营
杜玲
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.)
BEIJING KANGGANG ENGINEERING TECHNOLOGY Co Ltd
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BEIJING KANGGANG ENGINEERING 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
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Priority to CN201610676221.XA priority Critical patent/CN106050270A/en
Publication of CN106050270A publication Critical patent/CN106050270A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/10Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/102Removable shuttering; Bearing or supporting devices therefor

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

The invention discloses an open cut tunnel forming construction device, and relates to the field of open cut tunnel designs. The open cut tunnel forming construction device comprises a frame mechanism and a plurality of formwork mechanisms. The formwork mechanisms are matched with the frame mechanism, the frame mechanism comprises a first frame and a second frame, and the first frame and the second frame are horizontally connected with each other by a first longitudinal bean and a second longitudinal beam which are arranged in the up-down directions; each formwork mechanism comprises a first arch frame arranged at the upper end of the formwork mechanism, a first formwork and a second formwork are respectively connected with two ends of each first arch frame, a third formwork and a fourth formwork are respectively connected with the other end of each first formwork and the other end of each second formwork, the other end of each third formwork and the other end of the corresponding fourth formwork are respectively connected with two ends of a second arch frame, and arc-shaped structures are formed. The open cut tunnel forming construction device has the advantages that the traditional lining trolleys can be replaced by frame structures, complicated truss structures can be omitted, the open cut tunnel forming construction device is convenient to mount and detach, and accordingly the construction efficiency can be improved; the formwork mechanisms are high in integral rigidity and simple and clear in structure and are light.

Description

Open cut tunnel tunnel molding construction device
Technical field
The present invention relates to open cut tunnel constructing tunnel design field, especially relate to open cut tunnel tunnel molding construction device.
Background technology
In recent years, China's urban construction develops rapidly, and especially urban track traffic and the proportion shared by railway engineering are more Come the biggest.In the Tunnel Engineering process of construction of urban track traffic and railway, cut-and-cover tunnel construction is a kind of common phenomenon.
Open cut tunnel is mainly used in tunnel portal or the cutting location endangered by landslide, falling rocks or flowstone, stream mud, the most also makees The effective means of the diseases such as falling rocks landslide occurs for regulation cutting.The trunk railway in the many railway particularly mountain areas of China, as become (all) elder brother's (bright), the many various types of open cut tunnels of expensive (positive) elder brother's (bright) building railway, in regulation cutting disease, ensure operation peace Serve preferable effect in all directions;But in tunnel portal and open cut tunnel are constructed, will relatively easily cause side slope if dealt with improperly The serious accident such as collapsing sliding, this not only has influence on the construction period of engineering, or the important factor in order of construction costs, more very Person, deals with improperly the tunnel of special geology and is also possible to induce security incident, therefore, and the equipment employed in cut-and-cover tunnel construction The most particularly important.
In open cut tunnel lining construction, template is the most important, and its selection directly affects the construction period.Open cut tunnel lining cutting interior Template generally uses traditional lining trolley, and exterior sheathing is realized by combined steel formwork, but major part exterior sheathing is all can not Movement, need to be completed by the longer combined steel formwork of making, the construction cost that thus there will be scene increases, combination The problem such as time of having bad luck of steel form is longer;If additionally using traditional from walking carriage, it is typically also truss form more, Thus can be relatively big to the requirement of excavation, construction cost increases, and is unfavorable for overall operation and popularization that cut-and-cover tunnel constructs.
Therefore, the structure of open cut tunnel constructing tunnel device of the prior art is single, and construction cost is high, installing/dismounting complexity wave Time-consuming etc., it is impossible to meet in open cut tunnel constructing tunnel high efficiency demand, need to improve.
Summary of the invention
Object of the present invention is to provide open cut tunnel tunnel molding construction device, this open cut tunnel tunnel molding construction apparatus structure Simply, dismantle the existing open cut tunnel tunnel ineffective problem of molding construction device that can solve the problem that easy to assembly, and it produces Low cost, easy to use, it is simple to promote production on a large scale.
For achieving the above object, the present invention provides techniques below scheme:
Open cut tunnel tunnel molding construction device, including frame mechanism and some groups of moulds of installation suitable with described frame mechanism Trigger structure, wherein,
Frame mechanism includes the first framework and the second framework, by up and down between described first framework and described second framework The first longeron arranged and the second longeron respectively level connection joint, described first framework and described second framework respectively with tunnel cross-section Structure is suitable;
Often organizing described template mechanism and include being arranged on the first bow member of upper end, the two ends of described first bow member are connected to First template and the second template, the other end of described first template and described second template is connected to the 3rd template and the 4th Template, the other end of described 3rd template and described 4th template is connected to the two ends of the second bow member, and described first arch Frame, described first template, described second template, described 3rd template and described 4th template formed arc structure, and respectively with Described first framework and described second framework are suitable, and described second bow member is suitable with tunnel ground structure.
Further, the adjusting means of outer profile size for regulating described template mechanism, described regulation are also included Device includes the first adjusting means and the second adjusting means, wherein,
Described first adjusting means includes some groups of the first hydraulic cylinders being arranged on described first longeron, often organizes described One hydraulic cylinder is connected with the described template mechanism adaptation of correspondence position;
Described second adjusting means includes some groups of the second hydraulic cylinders being arranged on described second longeron, often organizes described Being connected to leading screw on two hydraulic cylinders, each described leading screw is connected with the described template mechanism adaptation of correspondence position.
Further, described template mechanism uses seven groups.
Further, bearing pin between described first template and described 3rd template, is used to connect, and described second template And between described 4th template, use bearing pin to connect.
Further, also include that the leveling device of smashing for described template mechanism, described first bow member are provided with tooth bar, and Described leveling device of smashing is provided with and the groove of described tooth bar engaged transmission, described in smash the lower end of leveling device and be provided with the portion of making firm by ramming and leveling Portion.
Further, two groups that also include being respectively used to regulating described first framework and described second frame position are stretched Device, often organizes described retractor device and includes the 3rd hydraulic cylinder and the chute adaptive with described 3rd hydraulic cylinder slip, and each institute State the lower end that chute is arranged on the respective side of described first framework and described second framework.
Further, it is provided with clamping screw between each described 3rd hydraulic cylinder and the described chute of correspondence position.
Further, also including the mobile device being arranged on the lower end of described retractor device, described mobile device includes Roller and for driving the chain drive of described roller.
Further, the upper end of described first framework and described second framework is provided with top cover, uniform on described top cover It is provided with some windows.
Further, also including controlling device, described control device realizes controlling described first liquid by circuit module Cylinder pressure, described second hydraulic cylinder and the work of described 3rd hydraulic cylinder or closedown.
In conjunction with above technical scheme:
The open cut tunnel constructing tunnel device of the present invention, uses frame structure, as the interior mould in open cut tunnel lining construction, takes The position of generation tradition lining trolley, it is not necessary to install and use complex truss structure again, simultaneously because frame mechanism is installed Dismantle more convenient, reduce the excavation in work progress and require and construction cost, improve the efficiency of construction of entirety;Use Template mechanism integral rigidity is big, lightweight, and simple in construction is clear and definite, improves service efficiency, and the first bow member coordinates little punching block simultaneously The use of plate, completes the concrete placings of crown part, and the relative length of the second bow member is longer, and bottom strength is relatively large, serves Well stable support function.
Accompanying drawing explanation
In order to be illustrated more clearly that the specific embodiment of the invention or technical scheme of the prior art, below will be to specifically In embodiment or description of the prior art, the required accompanying drawing used is briefly described, it should be apparent that, in describing below Accompanying drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not paying creative work Put, it is also possible to obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is the front view of the present invention;
Fig. 2 is A-A profile in the present invention.
Reference:
1-the first framework 2-the second framework 3-the first longeron
4-the second longeron 5-the first bow member 6-the first template
7-the second template 8-the 3rd template 9-the 4th template
10-the second bow member 11-the second hydraulic cylinder 12-leading screw
13-mobile device
Detailed description of the invention
Below in conjunction with accompanying drawing, technical scheme is clearly and completely described, it is clear that described enforcement Example is a part of embodiment of the present invention rather than whole embodiments.Based on the embodiment in the present invention, ordinary skill The every other embodiment that personnel are obtained under not making creative work premise, broadly falls into the scope of protection of the invention.
In describing the invention, it should be noted that term " " center ", " on ", D score, "left", "right", " vertically ", Orientation or the position relationship of the instruction such as " level ", " interior ", " outward " they are based on orientation shown in the drawings or position relationship, merely to Be easy to describe the present invention and simplifying describe rather than instruction or the hint device of indication or element must have specific orientation, With specific azimuth configuration and operation, therefore it is not considered as limiting the invention.Additionally, term " first ", " second ", " the 3rd " is only used for describing purpose, and it is not intended that indicate or hint relative importance.
In describing the invention, it should be noted that unless otherwise clearly defined and limited, term " is installed ", " phase Even ", " connection " should be interpreted broadly, for example, it may be fixing connection, it is also possible to be to removably connect, or be integrally connected;Can To be mechanical connection, it is also possible to be electrical connection;Can be to be joined directly together, it is also possible to be indirectly connected to by intermediary, Ke Yishi The connection of two element internals.For the ordinary skill in the art, can understand that above-mentioned term is at this with concrete condition Concrete meaning in invention.
Below in conjunction with accompanying drawing, the detailed description of the invention of the present invention is described in detail.It should be appreciated that this place is retouched The detailed description of the invention stated is merely to illustrate and explains the present invention, is not limited to the present invention.
Embodiment:
According to shown in Fig. 1 to Fig. 2, the invention provides a kind of open cut tunnel tunnel molding construction device, including frame mechanism and Some groups of template mechanisms of installation suitable with frame mechanism.In the present embodiment, template mechanism uses seven groups, but in reality Design is not limited to seven groups in using.
According to Fig. 2, wherein, frame mechanism includes the first framework 1 and the second framework 2, the first framework 1 and the second framework By the first longeron 3 arranged up and down and the second longeron 4 level connection joint respectively, the first framework 1 and the second framework 2 difference between 2 Suitable with tunnel cross-section structure.In the present embodiment, the first framework, the second framework, the first longeron and the second longeron pass through group Close the form installed and constitute frame structure, for as the interior mould in open cut tunnel lining construction, replacing tradition lining trolley Position, it is not necessary to install and use complex truss structure again, simultaneously because the frame mechanism installing/dismounting in the present embodiment More convenient, reduce the excavation in work progress and require and construction cost, improve the efficiency of construction of entirety;Simultaneously because the One framework, the second framework are all suitable with open cut tunnel tunnel cross-section structure, meet the demand of construction operation.
According to Fig. 1, often group template mechanism includes the first bow member 5 being arranged on upper end, and the two ends of the first bow member 5 are respectively Connecting has the first template 6 and the second template 7, the other end of the first template 6 and the second template 7 to be connected to the 3rd template 8 He 4th template 9, the other end of the 3rd template 8 and the 4th template 9 is connected to the two ends of the second bow member 10, and the first bow member 5, First template the 6, second template the 7, the 3rd template 8 and the 4th template 9 form arc structure, and respectively with the first framework and the second frame Frame is suitable, and the second bow member 10 is suitable with tunnel ground structure.In the present embodiment, the first bow member, the first template, the second mould Plate, the 3rd template, the 4th form assembly are mounted to a closed integrally-built template mechanism, whole template mechanism respectively with First framework, the second framework and tunnel ground structure are suitable, meet and coordinate with the work of frame mechanism, and template mechanism is whole Body rigidity is big, lightweight, and simple in construction is clear and definite, improves service efficiency and effect, and the first bow member coordinates making of small steel templates simultaneously With, completing the concrete placings of crown part, the relative length of the second bow member is longer, and bottom strength is relatively large, serves well Stable support function.
Also including the adjusting means of outer profile size for adjusting template mechanism in the present embodiment, adjusting means includes One adjusting means and the second adjusting means.
Wherein, the first adjusting means includes some groups of the first hydraulic cylinders being arranged on the first longeron 3, often organizes the first hydraulic pressure Cylinder is connected with the template mechanism adaptation of correspondence position.In the present embodiment, often organize the first hydraulic cylinder and act on the template machine of correspondence On structure, for realizing the upper-lower position regulation of template mechanism.
Second adjusting means includes some groups of the second hydraulic cylinders 11 being arranged on the second longeron 4, often organizes the second hydraulic cylinder Being connected to leading screw 12 on 11, each leading screw 12 is connected with the template mechanism adaptation of correspondence position.In the present embodiment, every group Second hydraulic cylinder and corresponding leading screw mating reaction, it is achieved the regulation of the right position of the template mechanism of correspondence position therewith.
Use bearing pin to connect between first template 6 and the 3rd template 8, and between the second template 7 and the 4th template 9, use pin Axle connects.In the present embodiment, use bearing pin to connect the cooperation realizing between template, but be not limited to this kind of mounting structure, pin Axle is rotationally connected for coordinating the second adjusting means for the position adjustment of template mechanism.
In the present embodiment, also including smashing leveling device for template mechanism, the first bow member 5 is provided with tooth bar, and smashes paperback Putting and be provided with and the groove of tooth bar engaged transmission, the lower end smashing leveling device is provided with the portion of making firm by ramming and leveling portion.By groove tooth bar Engagement coordinates, it is achieved smash the work well of leveling device, walks in the upper end of template mechanism so that smash leveling device, completes coagulation The making firm by ramming and flattening of soil structure.
In the present embodiment, the two groups of flexible dresses being respectively used to regulate the first framework 1 and the second framework 2 position are also included Putting, often group retractor device includes the 3rd hydraulic cylinder and slides adaptive chute with the 3rd hydraulic cylinder, and each chute is arranged on the The lower end of the respective side of one framework 1 and the second framework 2.Effectively realized the adjustment up and down of frame mechanism by retractor device, improve The accuracy of device and intelligent.
It is provided with clamping screw between each 3rd hydraulic cylinder and the chute of correspondence position.In the present embodiment, by locking Bolt can be implemented in after adjusting position, strengthens firm 3rd hydraulic cylinder and the stability of corresponding chute, is unlikely in construction During occur displacement or rock.
In the present embodiment, also including the mobile device 13 being arranged on the lower end of retractor device, mobile device includes roller With the chain drive for driving rolls.By the setting of mobile device, meet open cut tunnel constructing tunnel device entirety Intelligent mobile effect, it is not necessary to be additionally provided its power moved again is convenient and efficient.
The upper end of the first framework 1 and the second framework 2 is provided with top cover, and top cover is laid with some windows.Setting of top cover Meter, in the case of neither affecting construction, additionally it is possible to ensures will not splash during concreting, simultaneously can also be by window Position, observes the situation of concreting at any time, it is simple to control.
In the present embodiment also include control device, control device by circuit module realize control the first hydraulic cylinder, second Hydraulic cylinder and the work of the 3rd hydraulic cylinder or closedown.By controlling the setting of device, it is achieved all hydraulic parts in this device Intelligence, efficiently and convenient.
The open cut tunnel constructing tunnel device of the present invention, uses frame structure, as the interior mould in open cut tunnel lining construction, takes The position of generation tradition lining trolley, it is not necessary to install and use complex truss structure again, simultaneously because frame mechanism is installed Dismantle more convenient, reduce the excavation in work progress and require and construction cost, improve the efficiency of construction of entirety;Use Template mechanism integral rigidity is big, lightweight, and simple in construction is clear and definite, improves service efficiency, and the first bow member coordinates little punching block simultaneously The use of plate, completes the concrete placings of crown part, and the relative length of the second bow member is longer, and bottom strength is relatively large, serves Well stable support function.
Last it is noted that various embodiments above is only in order to illustrate technical scheme, it is not intended to limit;To the greatest extent Invention has been described in detail by pipe with reference to foregoing embodiments, it will be understood by those within the art that: it is still Technical scheme described in foregoing embodiments can be modified, or the most some or all of technical characteristic is carried out Equivalent;And these amendments or replacement, do not make the essence of appropriate technical solution depart from various embodiments of the present invention technical side The scope of case.

Claims (10)

1. open cut tunnel tunnel molding construction device, it is characterised in that include frame mechanism and installation suitable with described frame mechanism Some groups of template mechanisms, wherein,
Frame mechanism includes the first framework and the second framework, by arranging up and down between described first framework and described second framework The first longeron and the second longeron respectively level connection joint, described first framework and described second framework respectively with tunnel cross-section structure Suitable;
Often organizing described template mechanism and include being arranged on the first bow member of upper end, the two ends of described first bow member are connected to first Template and the second template, the other end of described first template and described second template is connected to the 3rd template and the 4th mould Plate, the other end of described 3rd template and described 4th template is connected to the two ends of the second bow member, and described first bow member, Described first template, described second template, described 3rd template and described 4th template form arc structure, and respectively with described First framework and described second framework are suitable, and described second bow member is suitable with tunnel ground structure.
Open cut tunnel tunnel the most according to claim 1 molding construction device, it is characterised in that also include for regulating described mould The adjusting means of the outer profile size of trigger structure, described adjusting means includes the first adjusting means and the second adjusting means, wherein,
Described first adjusting means includes some groups of the first hydraulic cylinders being arranged on described first longeron, often organizes described first liquid Cylinder pressure is connected with the described template mechanism adaptation of correspondence position;
Described second adjusting means includes some groups of the second hydraulic cylinders being arranged on described second longeron, often organizes described second liquid Being connected to leading screw on cylinder pressure, each described leading screw is connected with the described template mechanism adaptation of correspondence position.
Open cut tunnel tunnel the most according to claim 1 molding construction device, it is characterised in that described template mechanism uses seven Group.
Open cut tunnel tunnel the most according to claim 1 molding construction device, it is characterised in that described first template and described Use bearing pin to connect between three templates, and between described second template and described 4th template, use bearing pin to connect.
Open cut tunnel tunnel the most according to claim 1 molding construction device, it is characterised in that also include for described template machine Structure smash leveling device, described first bow member is provided with tooth bar, and described in smash leveling device and be provided with and described tooth bar engaged transmission Groove, described in smash the lower end of leveling device and be provided with the portion of making firm by ramming and leveling portion.
Open cut tunnel tunnel the most according to claim 2 molding construction device, it is characterised in that also include being respectively used to regulate institute State two groups of retractor devices of the first framework and described second frame position, often organize described retractor device include the 3rd hydraulic cylinder and with Described 3rd hydraulic cylinder slides adaptive chute, and each described chute is arranged on described first framework and described second framework The lower end of respective side.
Open cut tunnel tunnel the most according to claim 6 molding construction device, it is characterised in that each described 3rd hydraulic cylinder with It is provided with clamping screw between the described chute of correspondence position.
Open cut tunnel tunnel the most according to claim 6 molding construction device, it is characterised in that also include being arranged on described stretching The mobile device of the lower end of device, described mobile device includes roller and for driving the chain drive of described roller.
Open cut tunnel tunnel the most according to claim 1 molding construction device, it is characterised in that described first framework and described The upper end of two frameworks is provided with top cover, and described top cover is laid with some windows.
Open cut tunnel tunnel the most according to claim 6 molding construction device, it is characterised in that also include controlling device, described Control device to realize controlling described first hydraulic cylinder, described second hydraulic cylinder and the work of described 3rd hydraulic cylinder by circuit module Make or close.
CN201610676221.XA 2016-08-16 2016-08-16 Open cut tunnel forming construction device Pending CN106050270A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108005660A (en) * 2017-11-16 2018-05-08 党文华 A kind of Optimization of Expressway Tunnel Construction method

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Publication number Priority date Publication date Assignee Title
CN203730015U (en) * 2014-03-04 2014-07-23 张进军 Groove lining forming device used for highway tunnel integral lining trolley
CN104790977A (en) * 2015-03-02 2015-07-22 甘肃路桥建设集团有限公司 Tunnel primary lining formwork trolley and construction method thereof
CN104818997A (en) * 2015-04-28 2015-08-05 中铁工程设计咨询集团有限公司 Prefabricated lagging jack primary support structure inside tunnel and preparation method thereof
CN104929660A (en) * 2015-05-29 2015-09-23 北京铁五院工程机械有限公司 Formation and construction set for continuous open-cut tunnel
CN105401960A (en) * 2015-10-12 2016-03-16 中铁十九局集团第七工程有限公司 Formwork for railway tunnel inverted arch construction and construction method of formwork
CN105422138A (en) * 2015-12-14 2016-03-23 中铁四局集团第一工程有限公司 Large-clearance tunnel lining trolley framework supporting system
CN205858376U (en) * 2016-08-16 2017-01-04 北京康港工程技术有限公司 Open cut tunnel tunnel molding construction device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203730015U (en) * 2014-03-04 2014-07-23 张进军 Groove lining forming device used for highway tunnel integral lining trolley
CN104790977A (en) * 2015-03-02 2015-07-22 甘肃路桥建设集团有限公司 Tunnel primary lining formwork trolley and construction method thereof
CN104818997A (en) * 2015-04-28 2015-08-05 中铁工程设计咨询集团有限公司 Prefabricated lagging jack primary support structure inside tunnel and preparation method thereof
CN104929660A (en) * 2015-05-29 2015-09-23 北京铁五院工程机械有限公司 Formation and construction set for continuous open-cut tunnel
CN105401960A (en) * 2015-10-12 2016-03-16 中铁十九局集团第七工程有限公司 Formwork for railway tunnel inverted arch construction and construction method of formwork
CN105422138A (en) * 2015-12-14 2016-03-23 中铁四局集团第一工程有限公司 Large-clearance tunnel lining trolley framework supporting system
CN205858376U (en) * 2016-08-16 2017-01-04 北京康港工程技术有限公司 Open cut tunnel tunnel molding construction device

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108005660A (en) * 2017-11-16 2018-05-08 党文华 A kind of Optimization of Expressway Tunnel Construction method

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