CN110107321A - Fixed support frame frame mounting device and its installation method applied to pipe-roof method - Google Patents

Fixed support frame frame mounting device and its installation method applied to pipe-roof method Download PDF

Info

Publication number
CN110107321A
CN110107321A CN201910380070.7A CN201910380070A CN110107321A CN 110107321 A CN110107321 A CN 110107321A CN 201910380070 A CN201910380070 A CN 201910380070A CN 110107321 A CN110107321 A CN 110107321A
Authority
CN
China
Prior art keywords
pipe
frame
pipe curtain
fixed support
procapsid
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.)
Granted
Application number
CN201910380070.7A
Other languages
Chinese (zh)
Other versions
CN110107321B (en
Inventor
潘伟强
朱雁飞
裴裂烽
王茂东
张世宏
赵笑鹏
王胜勇
吴兆宇
庄欠伟
彭世宝
杨正
袁玮皓
张弛
徐天明
陆杰
孙骏
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.)
SHANGHAI SHIELD CENTER CO Ltd
Shanghai Tunnel Engineering Co Ltd
Original Assignee
SHANGHAI SHIELD CENTER CO Ltd
Shanghai Tunnel Engineering 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
Application filed by SHANGHAI SHIELD CENTER CO Ltd, Shanghai Tunnel Engineering Co Ltd filed Critical SHANGHAI SHIELD CENTER CO Ltd
Priority to CN201910380070.7A priority Critical patent/CN110107321B/en
Publication of CN110107321A publication Critical patent/CN110107321A/en
Application granted granted Critical
Publication of CN110107321B publication Critical patent/CN110107321B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH 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
    • E21D11/14Lining predominantly with metal
    • EFIXED CONSTRUCTIONS
    • E21EARTH 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
    • E21D11/40Devices or apparatus specially adapted for handling or placing units of linings or supporting units for tunnels or galleries

Abstract

The present invention relates to a kind of fixed support frame frame mounting devices and its installation method applied to pipe-roof method, pipe curtain is set in the soil body, and the fixed support frame frame mounting device includes: can be in pipe curtain from the walking mechanism walked and the rear side set on the walking mechanism and the installing mechanism for lifting by crane fixed support frame frame.Fixed support frame frame mounting device of the invention installs fixed support frame frame while continuous advance, and the cooperation between device all parts is preferable, to improve construction efficiency.

Description

Fixed support frame frame mounting device and its installation method applied to pipe-roof method
Technical field
The present invention relates to technical field of tunnel construction, refer in particular to a kind of fixed support frame frame mounting device applied to pipe-roof method And its installation method.
Background technique
Pipe-roof method is a kind of novel shallow mining method technology, its Construction Principle is the benefit between starting well and received well With pipe jacking equipment by the steel pipe jacking soil body, connect to forming pipe row by fore shaft between each steel pipe, and inject water-stop in fore shaft gap To reach sealing requirement, then, underground structure is applied under the protection of pipe curtain.
In the pipe-roof method work progress of soft clay area, pipe-roof method mostly uses the combination of the earthwork partial excavation mode such as benching tunnelling method to face When support system form of construction work, complete pipe curtain under earth excavation operation.
However, be usually in the prior art it is artificial using installation equipment is built after, utilize the fixed support of installation equipment lifting After frame carry out fixed support frame frame assembly, cause it is every advance once require to build installation equipment again, exist time-consuming compared with Problem long, construction efficiency is lower.
Summary of the invention
It is an object of the invention to overcome the deficiencies of existing technologies, a kind of fixed support frame frame applied to pipe-roof method is provided Mounting device and its installation method can solve the lower problem of existing fixed support frame frame installation method construction efficiency.
Realizing the technical solution of above-mentioned purpose is:
The present invention provides a kind of fixed support frame frame mounting device applied to pipe-roof method, pipe curtain is set in the soil body, institute Stating fixed support frame frame mounting device includes:
It can be in pipe curtain from the walking mechanism of walking;
Rear side set on the walking mechanism and the installing mechanism for lifting by crane fixed support frame frame.
The invention has the advantages that cooperating using walking mechanism and installing mechanism, make fixed support frame frame mounting device Fixed support frame frame can be installed in pipe curtain while advancing, to improve construction efficiency.
The present invention be applied to pipe-roof method fixed support frame frame mounting device further improvement lies in that,
One procapsid, the procapsid are equipped with the sinciput support component that can shore and be fixed on pipe curtain;
One back casing, the back casing, which is equipped with, can shore and shore component after being fixed on pipe curtain;And
Jacking device between the front housing and the rear housing.
The present invention be applied to the fixed support frame frame mounting device of pipe-roof method further improvement lies in that, the fixed support Frame setting device further includes before being arranged set on the front supporting member of the procapsid and the corresponding front supporting member and is telescopic Equipment is shored, its end is resisted against the front supporting member when shoring equipment elongation before described, so that the front supporting member supports It is against the surface of pipe curtain, and two opposite inner surfaces of pipe curtain are stayed on by the front supporting member of opposite sides on the procapsid To realize that the procapsid is fixed on the pipe curtain;
The fixed support frame frame mounting device further includes the rear support and the corresponding rear branch set on the back casing Support member is arranged and shores equipment after telescopic, its end is resisted against the rear support when shoring equipment elongation after described, from And the rear support is made to be resisted against the surface of pipe curtain, and stay on by the rear support of opposite sides on the back casing Two opposite inner surfaces of pipe curtain are to realize that the back casing is fixed on the pipe curtain.
The present invention be applied to pipe-roof method fixed support frame frame mounting device further improvement lies in that, the front supporting member The arc groove for adapting to the pipe curtain is formed with the surface of rear support.
The present invention be applied to pipe-roof method fixed support frame frame mounting device further improvement lies in that, the procapsid Surface is also convexly equipped with brushes for the clear soil for removing the soil body between the procapsid and pipe curtain.
The present invention be applied to pipe-roof method fixed support frame frame mounting device further improvement lies in that, the mounting structure Including being fixedly arranged on the hoist engine on the walking mechanism top, being vertically arranged to the guide rail of the walking mechanism and being slidedly arranged on guide rail And for the supporting parts of support fixed support frame frame, be wound with wirerope on the hoist engine, the end of the wirerope with it is described Supporting parts connection slides the supporting parts along guide rail by driving the hoist engine to wind the wirerope.
The present invention also provides a kind of implementations using the above-mentioned fixed support frame frame mounting device applied to pipe-roof method Installation method, comprising:
After throw pipe curtain in the soil body into, a part of soil body is excavated in pipe curtain to be formed for accommodating the fixed support frame The accommodating space of frame mounting device;
The mounting device is put into the accommodating space, excavates the soil body being located on front side of mounting device, and described in order Walking mechanism is walked in the pipe curtain, while using the installing mechanism lifting fixed support frame frame for being set to rear side and being carried out The fixation of fixed support frame frame.
The present invention be applied to pipe-roof method fixed support frame frame installation method further improvement lies in that, the walking mechanism Including a procapsid, on the procapsid and it can shore and be fixed on the sinciput support component of pipe curtain, a back casing, be set to institute It states on back casing and can shore and shore component and the top between the front housing and the rear housing after being fixed on pipe curtain Into equipment;
When the walking mechanism is walked in the pipe curtain, make the back casing and the pipe curtain fixation and release it is described before Shell is fixedly connected with the pipe curtain, then start the jacking device so that the jacking device push the procapsid to Direction far from the back casing is mobile;
When the spacing of the procapsid and the back casing reaches setting spacing, keep the procapsid and the pipe curtain solid Determine and release being fixedly connected for the back casing and the pipe curtain, then starts the jacking device so that the jacking device is drawn The back casing is moved to close to the movement of the direction of the procapsid.
The present invention be applied to pipe-roof method fixed support frame frame installation method further improvement lies in that, the installation method Further include:
It pulls the back casing to after the movement of the direction of the procapsid in the jacking device, drives the installation The fixed support frame frame for support tube curtain is installed by mechanism, and the fixed support frame frame is fixedly connected with pipe curtain, to support Excavate the pipe curtain for completing part.
Detailed description of the invention
Fig. 1 is the structural schematic diagram for the fixed support frame frame mounting device that the present invention is applied to pipe-roof method.
Fig. 2 is the sectional view for the fixed support frame frame mounting device that the present invention is applied to pipe-roof method.
Fig. 3 is the cross-sectional view that the present invention is applied at the fixed support frame frame mounting device procapsid of pipe-roof method.
Fig. 4 is the cross-sectional view that the present invention is applied at the fixed support frame frame mounting device back casing of pipe-roof method.
Fig. 5 is the rearview for the fixed support frame frame mounting device that the present invention is applied to pipe-roof method.
Specific embodiment
The present invention will be further explained below with reference to the attached drawings and specific examples.
Refering to fig. 1, the present invention provides a kind of fixed support frame frame mounting device applied to pipe-roof method, constantly advancing While fixed support frame frame is installed, and be further also completed at the same time the excavation of the soil body, had construction time-consuming short, high-efficient Advantage.
Before earth excavation, pipe curtain is already provided in the soil body, and the section of pipe curtain is a closed figure.Below with reference to attached The fixed support frame frame mounting device that figure is applied to pipe-roof method to the present invention is illustrated.
As depicted in figs. 1 and 2, the present invention be applied to pipe-roof method fixed support frame frame mounting device include: can be in pipe curtain The interior installing mechanism 6 from the walking mechanism 1 and the rear side set on the walking mechanism 1 walked.In the present invention, walking mechanism 1 Front side corresponds to the side of walking mechanism direction of travel, that is, faces the side of the soil body;Rear side corresponds to the anti-of walking mechanism direction of travel To side, i.e., in face of excavate complete space side.Walking mechanism 1 includes procapsid 10, set on procapsid and can shore And it is fixed on the sinciput support component of pipe curtain, back casing 20, set on back casing and can shore and shore component after being fixed on pipe curtain And the jacking device 30 between front housing and the rear housing.Installing mechanism 6 is set to back casing, for installing for support tube curtain Fixed support frame frame 90.Jacking device 30 is oil cylinder, for pushing procapsid to far from after when back casing is fixed on pipe curtain The direction of shell is mobile, and fixed mobile with the direction of pulling back casing when pipe curtain to close procapsid in procapsid, to make Fixed support frame frame mounting device constantly advances.
In the present embodiment, the section of pipe curtain is rectangular, thus procapsid 10 in the present embodiment and back casing 20 are also Rectangular structure.For pipe curtain of different shapes, those skilled in the art can change procapsid 10 and 20 shape of back casing and Fixed support frame frame mounting device of different shapes is produced so that it adapts to variform pipe curtain.
In conjunction with shown in Fig. 2 and Fig. 3, in order to make procapsid 10 be securable to pipe curtain, sinciput support component includes front supporting member 11 With corresponding front supporting member setting and it is telescopic before shore equipment 12.Wherein, the quantity of front supporting member 11 is multiple and before being set to The edge of shell 10.In the present embodiment, front supporting member 11 is arranged one week along 10 edge of procapsid, and the quantity of front supporting member 11 has Four, it is laid in four, the upper and lower, left and right position of procapsid 10 respectively, it is straight that each front supporting member 11 corresponds to rectangular one Side.Preferably, the outer surface (i.e. far from the surface of procapsid) of front supporting member 11 is formed with the arc groove for adapting to pipe curtain.
Before shore equipment 12 be oil cylinder, be fixed by bolts on procapsid 10, be provided on procapsid 10 it is multiple to The front housing gusset 13 for promoting procapsid stability prevents procapsid 10 from deforming.Before shore equipment 12 elongation when its end against In the inner surface (i.e. close to the surface of procapsid) of front supporting member 11, so that front supporting member 11 is resisted against the interior table of pipe curtain Face, the arc groove on front supporting member 11 is close to tube wall, to increase the frictional force of front supporting member 11 Yu pipe curtain.Pass through front housing The front supporting member 11 of opposite sides stays on two opposite inner surfaces of pipe curtain to realize that procapsid 10 is fixed on pipe on body 10 Curtain.In the present embodiment, there are two pairs of front supporting members 11 to stay on pipe curtain, it is ensured that stability when procapsid 10 and fixed pipe curtain.
Similarly, in conjunction with shown in Fig. 2 and Fig. 4, in order to make back casing 20 be securable to pipe curtain, after to shore component include rear support Part 21 and corresponding rear support are arranged and shore equipment 22 after telescopic.Wherein, the quantity of rear support 21 is multiple and sets In the edge of back casing 20.In the present embodiment, rear support 21 is arranged one week along 20 edge of back casing, the number of rear support 21 There are four amounts, is laid in four, the upper and lower, left and right position of back casing 20 respectively, and each rear support 21 corresponds to rectangular one Straight flange.Preferably, the outer surface (i.e. far from the surface of back casing) of rear support 21 is formed with the arc groove for adapting to pipe curtain.
After shore equipment 22 be oil cylinder, be fixed by bolts on back casing 20, be provided on back casing 20 it is multiple to The rear shell gusset 23 for promoting back casing stability prevents back casing 20 from deforming.After shore equipment 22 elongation when its end against In the inner surface (i.e. close to the surface of back casing) of rear support 21, so that rear support 21 is resisted against the interior table of pipe curtain Face, the arc groove in rear support 21 is close to tube wall, to increase the frictional force of rear support 21 Yu pipe curtain.Pass through rear shell The rear support 21 of opposite sides stays on two opposite inner surfaces of pipe curtain to realize that back casing 20 is fixed on pipe on body 20 Curtain.In the present embodiment, there are two pairs of rear supports 21 to stay on pipe curtain, it is ensured that stability when back casing 20 and fixed pipe curtain.
It needs first to excavate the soil body on front side of walking mechanism before walking mechanism advance.In one embodiment, excavation is utilized The excavation equipment of machine etc. excavates the soil body, walking mechanism excavation equipment rear side, with before excavation equipment and then advancing.
And in a preferred embodiment, the front side of the walking mechanism 1 is equipped with the cutting mechanism 4 for cutting the soil body, Specifically it is set to side of the procapsid far from back casing.As shown in Figure 1 to Figure 3, cutting mechanism 4 include can be 402 turns along central axis Dynamic roller 40, roller 40 are rotated by being set to its internal motor driven, and the surface of roller 40 is provided with cutting tool 401, procapsid 10 is connect by a drive rod 41 with central axis 402, and the middle part of drive rod 41 is rotatably connected at front housing Body 10 is additionally provided on procapsid 10 and is connected to the one end of drive rod 41 far from roller 40 and telescopic driving equipment 42, passes through It drives the driving equipment 42 that the drive rod 41 is driven to rotate, and then roller 40 is driven to swing.Specifically, lead to inside procapsid 10 Closed plate closing is crossed, offers the hole 101 passed through for drive rod 41 in the closed plate, and procapsid 10 is located at hole 101 Place is equipped with stiffener 15, and stiffener 15 and the middle part of drive rod 41 are rotatably coupled, and driving equipment 42 is set to procapsid 10 Closed plate close to the surface of back casing, which is cylinder, is obliquely installed, and one end of cylinder rotationally connects It is connected to the middle part of procapsid 10, the other end is rotatably connected at the one end of drive rod 41 far from roller.Start driving equipment 42 When making its elongation, driving equipment 42 gives 41 end thrust of drive rod so that the rotation of drive rod 41, then makes roller 40 in The direction of the heart is swung;Conversely, driving equipment 42 gives 41 end pulling force of drive rod so as to drive when starting driving equipment 42 makes its shortening Lever 41 rotates, and swings roller 40 to deep direction.In the present embodiment, the quantity of roller 40 is four, And 40 swinging track of roller the projection on tunnel section area close to the area inside the upper tube curtain of tunnel section.
Further, since 40 swing angle of roller is limited, the soil body between procapsid and pipe curtain can not be cut, For this purpose, the surface of procapsid 10 is also convexly equipped with the clear soil brush 14 for removing the soil body between procapsid and pipe curtain.In jacking device 30 when pushing procapsids 10 mobile to the direction far from back casing, and clear soil brush 14 scraped the gap between procapsid and pipe curtain and will The residual soil body in the gap scrapes, and prevents the soil body from accumulating the top caused to front supporting member and rear support in the gap Support impacts.
As depicted in figs. 1 and 2, fixed support frame frame mounting device further includes a feeder equipment 50, for that will cut The soil body removed from procapsid, the feeder equipment 50 be screw machine.The center of procapsid 10 offers feeding opening 102, one end of feeder equipment 50 is connected at the feeding opening 102 of procapsid 10, makes feeding opening 102 and feeder equipment 50 Inside connection, the other end pass through back casing 20 and the soil body cut are sent from fixed support frame frame mounting device.Preferably, Cutting tool 401 is laid in the surface of roller 40 in the shape of a spiral, so that the soil body cut is gathered at feeding opening 102, Enter in feeder equipment 50 to cut the soil body to get off.
As shown in Figure 2 and Figure 5, fixed support frame frame 90 is used to support the pipe curtain for excavating and completing part, the fixed support frame Frame is that square shape is fixed temporarily braced frame, and four corners are equipped with slanting reinforcing bar, and usually by upper frame and lower frame Splice and be connected and fixed to play a supporting role with pipe curtain, frame thereon is only illustrated in attached drawing.Confession is also set up on back casing 20 The installing mechanism 6 of fixed support frame frame 90 is lifted by crane, is formed with space inside back casing 10, which includes after being fixedly arranged on The mounting platform 60 of 20 inner upper of shell, is vertically arranged to back casing at the hoist engine 61 being installed on mounting platform 60 Guide rail 62 and it is slidedly arranged on guide rail and for the supporting parts 63 of support fixed support frame frame 90.It is wound with wirerope on hoist engine 61, The end of wirerope is connect with supporting parts 63, by driving 61 Wound steel rope of hoist engine to make supporting parts 63 upward along guide rail 62 It is mobile, then sling fixed support frame frame 90.The successively upper frame and lower frame of lifting fixed support frame frame 90, when upper frame or When lower frame is hung to suitable position, fixed support frame frame 63 is fixed human assistance and assembly, to complete fixed branch The setting of support frame frame.Realize that fixed support frame frame mounting device builds the function of fixed support frame frame while excavating the soil body.
Preferably, 62 quantity of guide rail is two, and is arranged close to the two sides of back casing 10, the quantity of hoist engine 61 is four It is a, and every two hoist engine 61 corresponds to a guide rail 62.In one embodiment, upper frame is further by upper left frame and upper right Frame is spliced to form, and lower frame is further spliced to form by left lower frame and bottom right frame, the guide rail close to 10 left side of back casing 62 and supporting parts 63 for lifting by crane upper left frame and left lower frame, guide rail 62 and supporting parts 63 close to 10 right side of back casing are used for Lift by crane upper right frame and bottom right frame.
It needs first to put it into inside pipe curtain before using the fixed support frame frame mounting device, in use, making back casing 20 with the fixation of pipe curtain and release being fixedly connected for procapsid 10 and pipe curtain, then start jacking device 30 so that jacking device pushes Procapsid 10 is mobile to the direction far from back casing 20, while starting cutting mechanism 4 and cutting the soil body;
When the spacing of procapsid 10 and back casing 20 reaches setting spacing, stops cutting mechanism 4, make procapsid 10 and pipe Curtain is fixed and releases being fixedly connected for back casing 20 and pipe curtain, then starts jacking device 30 so that jacking device pulling back casing 20 to close to the movement of the direction of procapsid 10.
Pull back casing 20 to after the movement of the direction of procapsid 10 in jacking device 30, driving installing mechanism 6 lifts by crane Fixed support frame frame 90, and be fixedly connected with fixed support frame frame 90 with pipe curtain in conjunction with human assistance, so that excavation be supported to complete Partial pipe curtain.
As shown in Figures 1 to 5, the above-mentioned fixed support frame frame peace applied to pipe-roof method is utilized the present invention also provides a kind of The installation method of the implementation of assembling device, comprising:
After setting pipe curtain into the soil body, a part of soil body is excavated in pipe curtain to be formed for accommodating the mounting device Accommodating space.Preferably, the long 7m of the accommodating space.
Fixed support frame frame mounting device is put into the accommodating space, the soil body being located on front side of mounting device is excavated, And enable walking mechanism walk in pipe curtain, while lifting by crane fixed support frame frame using installing mechanism, it specifically includes:
It shores component after shoring the elongation of equipment 22 after starting and making and stays on pipe curtain, back casing 20 is fixed with pipe curtain, opened simultaneously The retraction of equipment 12 is shored before dynamic to release being fixedly connected for procapsid 10 and pipe curtain, then starting jacking device 30 is so that jacking Equipment extends and pushes procapsid 10 mobile to the direction far from back casing 20;
When the spacing of procapsid 10 and back casing 20 reaches setting spacing, stop jacking device 30;
The elongation of equipment 12 is shored before starting makes sinciput support component stay on pipe curtain, and procapsid 10 is fixed with pipe curtain, opened simultaneously The retraction of equipment 22 is shored after dynamic to release being fixedly connected for back casing 20 and pipe curtain, then starting jacking device 30 is so that jacking Equipment bounces back and pulls back casing 20 to close to the movement of the direction of procapsid 10;
It drives installing mechanism 6 to lift by crane fixed support frame frame 90, and combines human assistance by fixed support frame frame 90 and pipe curtain It is fixedly connected, to support the pipe curtain for excavating and completing part.
Wherein, in one embodiment, excavating the soil body being located on front side of mounting device includes: to be set using the excavation of excavator etc. It is standby to excavate the soil body, walking mechanism excavation equipment rear side, with before excavation equipment and then advancing.
And in a preferred embodiment, the front side of walking mechanism 1 is equipped with the cutting mechanism 4 for cutting the soil body, excavates The soil body on front side of mounting device includes: to extend in jacking device and procapsid 10 is pushed to move to the direction far from back casing 20 When dynamic, start roller 40 and driving equipment 42, swing roller 40 while rotating, then make the bite on roller 40 The 401 cutting soil body of tool.
The present invention is applied to the fixed support frame frame mounting device of pipe-roof method and its installation method has the beneficial effect that use Procapsid and back casing are alternately fixed with pipe curtain, while cooperating jacking device and installing mechanism, make fixed support frame frame installation dress Set and fixed support frame frame be installed while continuous advance, to support the pipe curtain for excavating and completing part, device all parts it Between cooperation it is preferable, to improve construction efficiency.And further, the soil body has also been completed at the same time by the setting of cutting mechanism Excavation, realize and build the function of fixed support frame frame while excavating the soil body.Therefore, the present invention is applied to consolidating for pipe-roof method Determining braced frame mounting device and its installation method has time-consuming short, the high-efficient advantage of construction.
The present invention has been described in detail with reference to the accompanying drawings, those skilled in the art can be according to upper It states and bright many variations example is made to the present invention.Thus, certain details in embodiment should not constitute limitation of the invention, this Invention will be using the range that the appended claims define as protection scope of the present invention.

Claims (9)

1. a kind of fixed support frame frame mounting device applied to pipe-roof method, pipe curtain is set in the soil body, which is characterized in that described solid Determining braced frame mounting device includes:
It can be in pipe curtain from the walking mechanism of walking;
Rear side set on the walking mechanism and the installing mechanism for lifting by crane fixed support frame frame.
2. being applied to the fixed support frame frame mounting device of pipe-roof method as described in claim 1, which is characterized in that the walking Mechanism includes:
One procapsid, the procapsid, which is equipped with, can shore the sinciput support component for being fixed on pipe curtain;
One back casing, the back casing be equipped with can shore be fixed on pipe curtain after shore component;And
Jacking device between the front housing and the rear housing.
3. being applied to the fixed support frame frame mounting device of pipe-roof method as claimed in claim 2, which is characterized in that
The sinciput support component includes front supporting member and the corresponding front supporting member setting and shores equipment before telescopic, described Before shore equipment elongation when its end be resisted against the front supporting member so that the front supporting member is resisted against the table of pipe curtain Face, and two opposite inner surfaces of pipe curtain are stayed on to described in realization by the front supporting member of opposite sides on the procapsid Procapsid is fixed on the pipe curtain;
Component is shored after described to include rear support and the corresponding rear support setting and shore equipment after telescopic, it is described After shore equipment elongation when its end be resisted against the rear support so that the rear support is resisted against the table of pipe curtain Face, and two opposite inner surfaces of pipe curtain are stayed on to described in realization by the rear support of opposite sides on the back casing Back casing is fixed on the pipe curtain.
4. being applied to the fixed support frame frame mounting device of pipe-roof method as claimed in claim 3, which is characterized in that branch before described The surface of support member and rear support is formed with the arc groove for adapting to the pipe curtain.
5. the fixed support frame frame mounting device applied to pipe-roof method as described in any one of claim 2 to 4, feature exist In the surface of the procapsid is also convexly equipped with brushes for the clear soil for removing the soil body between the procapsid and pipe curtain.
6. being applied to the fixed support frame frame mounting device of pipe-roof method as described in claim 1, which is characterized in that the installation Structure includes the hoist engine for being fixedly arranged on the walking mechanism top, is vertically arranged to the guide rail of the walking mechanism and is slidedly arranged on Guide rail and for the supporting parts of support fixed support frame frame, is wound with wirerope on the hoist engine, the end of the wirerope with The supporting parts connection slides the supporting parts along guide rail by driving the hoist engine to wind the wirerope.
7. a kind of installation method using as described in claim 1 applied to the fixed support frame frame mounting device of pipe-roof method, It is characterised by comprising:
After throw pipe curtain in the soil body into, a part of soil body is excavated in pipe curtain to be formed for accommodating the fixed support frame frame peace The accommodating space of assembling device;
The mounting device is put into the accommodating space, excavates the soil body being located on front side of mounting device, and enable the walking Mechanism fixed support frame frame and is carried out in the pipe curtain to preceding walking, while using the installing mechanism lifting for being set to rear side The fixation of fixed support frame frame.
8. the use as claimed in claim 7 in the fixed support frame frame installation method of pipe-roof method, which is characterized in that the walking Mechanism includes a procapsid, on the procapsid and can shore and be fixed on the sinciput support component of pipe curtain, a back casing, set In on the back casing and can shoring and shore after being fixed on pipe curtain component and be set between the front housing and the rear housing Jacking device;
When the walking structure is walked in the pipe curtain, make it is described after shore component and the pipe curtain fixation and release it is described before Being fixedly connected for component and the pipe curtain is shored, then starts the jacking device so that the jacking device pushes the front housing Body is mobile to the direction far from the back casing;
When the spacing of the procapsid and the back casing reaches setting spacing, keep the sinciput support component and the pipe curtain solid Determine and release it is described after shore being fixedly connected for component and the pipe curtain, then start the jacking device so that the jacking is set It is standby to pull the back casing to close to the movement of the direction of the procapsid.
9. being applied to the fixed support frame frame installation method of pipe-roof method as claimed in claim 8, which is characterized in that the installation Method further include:
It pulls the back casing to after the movement of the direction of the procapsid in the jacking device, drives the installing mechanism Fixed support frame frame for support tube curtain is installed, and the fixed support frame frame is fixedly connected with pipe curtain, to support excavation Complete the pipe curtain of part.
CN201910380070.7A 2019-05-08 2019-05-08 Fixed support frame mounting device applied to pipe curtain method and mounting method thereof Active CN110107321B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910380070.7A CN110107321B (en) 2019-05-08 2019-05-08 Fixed support frame mounting device applied to pipe curtain method and mounting method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910380070.7A CN110107321B (en) 2019-05-08 2019-05-08 Fixed support frame mounting device applied to pipe curtain method and mounting method thereof

Publications (2)

Publication Number Publication Date
CN110107321A true CN110107321A (en) 2019-08-09
CN110107321B CN110107321B (en) 2020-12-01

Family

ID=67488801

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910380070.7A Active CN110107321B (en) 2019-05-08 2019-05-08 Fixed support frame mounting device applied to pipe curtain method and mounting method thereof

Country Status (1)

Country Link
CN (1) CN110107321B (en)

Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003077641A1 (en) * 2002-03-20 2003-09-25 Republic Of Korea(Management:Rural Development Administration) Automatic opening and closing apparatus and method for warming tunnels and warming curtains in greenhouse
CN202117686U (en) * 2011-06-22 2012-01-18 中铁二院工程集团有限责任公司 Surrounding rock advanced support structure for railway tunnel at deep-buried watery and weak stratums
CN202628089U (en) * 2012-04-27 2012-12-26 江苏中机矿山设备有限公司 Special-shaped spiral drum
CN103233753A (en) * 2013-05-08 2013-08-07 北京工业大学 Pipe curtain shed frame method used for full-face excavation of construction of shallow-buried large-scale subsurface structure
CN204804853U (en) * 2015-07-14 2015-11-25 北车建设工程有限责任公司 Drum -type rectangular shield machine
CN105863683A (en) * 2016-05-31 2016-08-17 中铁第四勘察设计院集团有限公司 Large cross-section tunnel longitudinal and ring beam pre-supporting structure
CN206290270U (en) * 2016-08-29 2017-06-30 中国建筑五局阿尔及利亚公司 A kind of simple chassis of multifunctional tunnel preliminary bracing
CN107060803A (en) * 2016-01-26 2017-08-18 又炅技术株式会社 A kind of method for tunnel construction of utilization pipe curtain slip casting
CN207144965U (en) * 2017-08-11 2018-03-27 中铁十二局集团第一工程有限公司 Tunnel arch erecting device
CN108005687A (en) * 2017-12-19 2018-05-08 龚岗 Separate tunnel steel arch-shelf erecting device
CN109208637A (en) * 2018-08-08 2019-01-15 北京建工土木工程有限公司 Increase the construction method of open-cut station newly on the basis of existing tunnel
CN109372521A (en) * 2018-11-22 2019-02-22 中铁十四局集团有限公司 New pipe-roof method construction technology and construction pipe suspension device
CN109465259A (en) * 2018-10-31 2019-03-15 范建明 A kind of vertical or tilted tube clean robot and clean method
CN208763446U (en) * 2018-07-17 2019-04-19 建研地基基础工程有限责任公司 Increase the supporting construction for building the underground space under a kind of existing building group

Patent Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003077641A1 (en) * 2002-03-20 2003-09-25 Republic Of Korea(Management:Rural Development Administration) Automatic opening and closing apparatus and method for warming tunnels and warming curtains in greenhouse
CN202117686U (en) * 2011-06-22 2012-01-18 中铁二院工程集团有限责任公司 Surrounding rock advanced support structure for railway tunnel at deep-buried watery and weak stratums
CN202628089U (en) * 2012-04-27 2012-12-26 江苏中机矿山设备有限公司 Special-shaped spiral drum
CN103233753A (en) * 2013-05-08 2013-08-07 北京工业大学 Pipe curtain shed frame method used for full-face excavation of construction of shallow-buried large-scale subsurface structure
CN204804853U (en) * 2015-07-14 2015-11-25 北车建设工程有限责任公司 Drum -type rectangular shield machine
CN107060803A (en) * 2016-01-26 2017-08-18 又炅技术株式会社 A kind of method for tunnel construction of utilization pipe curtain slip casting
CN105863683A (en) * 2016-05-31 2016-08-17 中铁第四勘察设计院集团有限公司 Large cross-section tunnel longitudinal and ring beam pre-supporting structure
CN206290270U (en) * 2016-08-29 2017-06-30 中国建筑五局阿尔及利亚公司 A kind of simple chassis of multifunctional tunnel preliminary bracing
CN207144965U (en) * 2017-08-11 2018-03-27 中铁十二局集团第一工程有限公司 Tunnel arch erecting device
CN108005687A (en) * 2017-12-19 2018-05-08 龚岗 Separate tunnel steel arch-shelf erecting device
CN208763446U (en) * 2018-07-17 2019-04-19 建研地基基础工程有限责任公司 Increase the supporting construction for building the underground space under a kind of existing building group
CN109208637A (en) * 2018-08-08 2019-01-15 北京建工土木工程有限公司 Increase the construction method of open-cut station newly on the basis of existing tunnel
CN109465259A (en) * 2018-10-31 2019-03-15 范建明 A kind of vertical or tilted tube clean robot and clean method
CN109372521A (en) * 2018-11-22 2019-02-22 中铁十四局集团有限公司 New pipe-roof method construction technology and construction pipe suspension device

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
钟汉华等: "《施工机械》", 31 January 2016, 重庆大学出版社 *
陈炯等: "城市地下人行过街通道浅埋暗挖法施工技术", 《浙江建筑》 *

Also Published As

Publication number Publication date
CN110107321B (en) 2020-12-01

Similar Documents

Publication Publication Date Title
CN109630124A (en) A kind of drop shaft sinking shaft excavation machine and its construction method
CN110644551B (en) Pile driver and construction method thereof
CN104196072B (en) Plateau mountain foundation pit excavation construction equipment
CN208950581U (en) A kind of drop shaft sinking shaft excavation machine
JP4747193B2 (en) Low head drilling rig
CN104265164A (en) Drilling, excavating and soil lifting device of plateau mountain land foundation pit excavation construction equipment
CN202417302U (en) Vibrating drilling type impact digging drilling machine
JP3978469B2 (en) Expansion drilling equipment and pile bottom expansion method
CN109268042A (en) A kind of small pilot tunnel leading support equipment and construction method
CN110107321A (en) Fixed support frame frame mounting device and its installation method applied to pipe-roof method
JPH06235296A (en) Self-advancing type tunnel excavator
CN104265156A (en) Digging and soil lifting device for plateau mountain foundation pit digging construction equipment
JPH07173835A (en) Excavator for underground continuous wall
CN110145323A (en) Applied to the earth excavation device of pipe-roof method and its excavation method
CN206844193U (en) Bore support integral type pile hole forming device
CN104947685B (en) Stake machine driving system and the foundation pit enclosure technique using this machine driving system
US4501517A (en) Self propelled trench shield
KR890003263B1 (en) Method and apparatus of exca-vating vertical tunnel
CN209483346U (en) A kind of drop shaft sinking shaft excavation machine
CN102425372A (en) Vibrato-drilling type punching drilling rig
CN106677242A (en) Engineering ship for underwater tunnel and construction method of engineering ship
CN214363727U (en) Foundation construction tunneling device
JP3303115B2 (en) Underground shaft construction equipment
CN209115129U (en) A kind of small pilot tunnel leading support equipment
JP2007085005A (en) Basement shaft excavation method

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant