CN207212356U - A kind of Tunnel Second Lining termination folding template - Google Patents

A kind of Tunnel Second Lining termination folding template Download PDF

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Publication number
CN207212356U
CN207212356U CN201720577211.0U CN201720577211U CN207212356U CN 207212356 U CN207212356 U CN 207212356U CN 201720577211 U CN201720577211 U CN 201720577211U CN 207212356 U CN207212356 U CN 207212356U
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China
Prior art keywords
tunnel
adjustment mechanism
template
cope plate
lining
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CN201720577211.0U
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Chinese (zh)
Inventor
孙志远
盖青山
胡利平
张庆
何巍
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China Railway Construction Bridge Engineering Bureau Group Co Ltd
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China Railway Construction Bridge Engineering Bureau Group Co Ltd
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Abstract

The utility model is created and provides a kind of Tunnel Second Lining termination folding template, including lower template installed in chassis end, the adjustment mechanism that is articulated with the cope plate of lower template and cope plate is opened for driving;The cope plate aligns with lower template towards the end face in outside when sealing mould, forms end mould plane;And the neck for clamping waterstop is formed between cope plate and lower template.Adjustment mechanism is that screw mandrel the utility model creates the template provided, bury that waterstop installation site is accurate, ensures that its is placed in the middle, straight in can ensureing in work progress, termination concrete dense not spillage is effectively ensured, so as to improve Tunnel Second Lining concrete and waterproof quality.Reduce splicing gap by the use of punching block as two lining chassis end moulds, therefore reduce spillage point, secondary lining concrete compaction.Also, chassis end moulds are served as a contrast by the use of punching block as two, is easy to polish and handles, and are less likely to be damaged, it is not in particular cases, cost-effective without being changed.

Description

A kind of Tunnel Second Lining termination folding template
Technical field
The invention belongs to tunnel construction technical field, is folded more particularly, to a kind of Tunnel Second Lining termination Template.
Background technology
In order to prevent from seeping water in tunnel in constructing tunnel, often spray sheath in concrete and secondary build by laying bricks or stones is set between layer After splash guard, expansion sealing strip is also set in the position of the secondary construction joint for building layer by laying bricks or stones, and the structure of end head formwork arrangement is not Very rationally, constructing operation is less efficient.In traditional secondary lining chassis Side Template construction technology, processed using plank sheathing Assembly is blocked, and it is big that the process has a template gap, in bury waterstop and fix loosely off normal, and be easily destroyed waterproof Plate, splash guard effect is influenceed, reduce engineering construction quality, also existed and waste timber.
The content of the invention
In view of this, the invention is directed to a kind of Tunnel Second Lining termination folding template, to be buried only in solution Water band position position inaccurate, template gap is big, the defects of spillage occurs.
To reach above-mentioned purpose, what the technical scheme of the invention was realized in:
A kind of Tunnel Second Lining termination folding template, including lower template installed in chassis end, it is articulated with lower template Cope plate and for drive open cope plate adjustment mechanism;The cope plate exists with lower template towards the end face in outside Alignd when sealing mould, form end mould plane;And the neck for clamping waterstop is formed between cope plate and lower template.
Further, the L-type supporter that the lower template includes bottom plate body and its inner side is set, the supporter include perpendicular Straight vertical beam and horizontal crossbeam, and the free end of crossbeam is towards the adjustment mechanism side;The cope plate includes upper board The L-type connector that body and its lower end are set, the connector include horizontally disposed bottom girder and bottom girder close to the adjustment machine The tie-beam that structure one end is vertically arranged;The tie-beam bottom and the free end side of crossbeam are hinged;The upper end of top plate body with Adjustment mechanism is hinged.
Further, the bottom of the vertical beam is hinged with chassis end.
Further, the adjustment mechanism is screw mandrel.
Further, in addition to pedestal, the adjustment mechanism is diagonally disposed, and its lower end is be hinged on the base, and upper end is hinged In the cope plate.
Further, the adjustment mechanism is arranged side by side two groups.
Further, cope plate and the end mould plane that lower template is formed are vertical with plane where neck when sealing mould.
Relative to prior art, the invention has the advantage that:
The invention provide template, buried in can ensureing in work progress waterstop installation site accurately, ensure Its is placed in the middle, straight, and termination concrete dense not spillage is effectively ensured, so as to improve Tunnel Second Lining concrete and waterproof quality. Also, chassis end moulds are served as a contrast by the use of punching block as two, is easy to polish and handles, and are less likely to be damaged, not in particular cases, without Changed, the single purchase of material, you can realization is used for multiple times, cost-effective.
Brief description of the drawings
The accompanying drawing for forming the part of the invention is used for providing further understanding the invention, present invention wound The schematic description and description made is used to explain the invention, does not form the improper restriction to the invention. In accompanying drawing:
Fig. 1 is the structural representation of the invention;
Fig. 2 is that Fig. 1 removes the left view after adjustment mechanism;
Fig. 3 is the structural representation of adjustment mechanism in the invention.
Description of reference numerals:
1- chassis end;2- lower templates;3- cope plates;4- adjustment mechanisms;5- ends mould plane;6- necks;7- tops plate body; 8- supporters;9- vertical beams;10- crossbeams;11- connectors;12- bottom girders;13- tie-beams;14- cylinders;15- screw mandrels;16- pedestals.
Embodiment
It should be noted that in the case where not conflicting, the feature in embodiment and embodiment in the invention can To be mutually combined.
In the description of the invention, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", " on ", " under ", The orientation or position relationship of the instruction such as "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outer " are Based on orientation shown in the drawings or position relationship, it is for only for ease of description the invention and simplifies description, rather than instruction Or imply that signified device or element must have specific orientation, with specific azimuth configuration and operation, therefore be not understood that For the limitation to the invention.In addition, term " first ", " second " etc. are only used for describing purpose, and it is not intended that instruction Or imply relative importance or the implicit quantity for indicating indicated technical characteristic.Thus, " first ", " second " etc. are defined Feature can express or implicitly include one or more this feature.In the description of the invention, unless separately It is described, " multiple " are meant that two or more.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " are pacified in the description of the invention Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integratedly Connection;Can be mechanical connection or electrical connection;Can be joined directly together, can also be indirectly connected by intermediary, It can be the connection of two element internals.For the ordinary skill in the art, on being understood by concrete condition State concrete meaning of the term in the invention.
Describe the invention in detail below with reference to the accompanying drawings and in conjunction with the embodiments.
A kind of Tunnel Second Lining termination folding template, as depicted in figs. 1 and 2, including the lower mould installed in chassis end 1 Plate 2, the cope plate 3 for being articulated with lower template 2 and the adjustment mechanism 4 that cope plate 3 is opened for driving;The cope plate is with Template is alignd towards the end face in outside when sealing mould, forms end mould plane 5;And formed between cope plate and lower template for pressing from both sides Hold the neck 6 of waterstop.In order to ensure that burying waterstop in being arranged in neck is easily installed and position, and improve positioning accurate Degree, generally, the cope plate and the end mould plane 5 that lower template is formed are vertical with the place plane of neck 6 when sealing mould.Need what is illustrated It is that upper and lower template uses steel form.
Reduce splicing gap by the use of punching block as two lining chassis end moulds, therefore reduce spillage point, secondary lining concrete It is closely knit.Buried water stop neck in being set between punching block, buries the skew of waterstop, improves the processing of construction joint in preventing Effect, being capable of effective mortar leakage prevention.Meanwhile punching block terminal mould has smooth end mould plane, flatness is good and has larger Intensity and toughness and stability, the ability of energy resistance to deformation is larger, is fixed when sealing mould by adjustment mechanism, the change for the end mould being effective against Shape, two lining end moulds are smooth.
The L-type supporter 8 that above-mentioned lower template includes bottom plate body 7 and its inner side is set, the supporter 8 include vertical Vertical beam 9 and horizontal crossbeam 10, and the free end of crossbeam 10 is towards the adjustment mechanism side;The cope plate includes top The L-type connector 11 that plate body 7 and its lower end are set, the connector 11 includes horizontally disposed bottom girder 12 and bottom girder 12 is close The tie-beam 13 that described adjustment mechanism one end is vertically arranged;The bottom of tie-beam 13 and the free end side of crossbeam 10 are hinged; The upper end of the top plate body 7 is hinged with the adjustment mechanism.
Above-mentioned adjustment mechanism 4 is screw mandrel.In an optional embodiment, as shown in figure 3, adjustment mechanism 4 can include Cylinder 14 and the screw mandrel 15 for being threaded in the both ends of cylinder 14, and the screw thread of the screw mandrel of cylinder upper and lower ends is oppositely oriented, When screwing adjustment cylinder, the screw mandrel of upper and lower ends screws cylinder simultaneously, or screws out cylinder simultaneously.It is pointed out that screw mandrel Free end is provided for be hinged hinge.Template is adjusted by adjustment mechanism, the labor intensity of worker is effectively reduced, than tradition Plank sheathing saves half the time, accelerates construction speed.
The bottom of above-mentioned vertical beam 9 is be hinged with chassis end 1, convenient to adjust template position, and the scope of application is wider.In addition, this Innovation and creation can also set a pedestal 16, and the adjustment mechanism is diagonally disposed, and its lower end is be hinged on the base, and upper end is hinged In the cope plate.
In order to keep the stability of cope plate, above-mentioned adjustment mechanism is arranged side by side two groups.When sealing mould, stretched by adjustment mechanism It is long, cope plate and lower template are closed, and bury waterstop in being placed in neck and be clamped, avoid it mixed in cast Deformed when solidifying native.For the gap between template outer rim and first branch, then fixed using steel plate and/or plank.
Waterstop is buried in it is pointed out that to be clipped among upper and lower template, and reinforcing bar card is set every 30 centimetres of spacing Son, waterstop is buried in guarantee will not deform in casting concrete.
The invention provide template, buried in can ensureing in work progress waterstop installation site accurately, ensure Its is placed in the middle, straight, and termination concrete dense not spillage is effectively ensured, so as to improve Tunnel Second Lining concrete and waterproof quality. Also, chassis end moulds are served as a contrast by the use of punching block as two, is easy to polish and handles, and are less likely to be damaged, not in particular cases, without Changed, the single purchase of material, you can realization is used for multiple times.
The preferred embodiment of the invention is the foregoing is only, is not intended to limit the invention creation, it is all at this Within the spirit and principle of innovation and creation, any modification, equivalent substitution and improvements made etc., the invention should be included in Protection domain within.

Claims (7)

  1. A kind of 1. Tunnel Second Lining termination folding template, it is characterised in that:Including the lower template installed in chassis end, it is hinged In lower template cope plate and for drive open cope plate adjustment mechanism;The cope plate and lower template are towards outside End face alignd when sealing mould, formed end mould plane;And the card for clamping waterstop is formed between cope plate and lower template Groove.
  2. A kind of 2. Tunnel Second Lining termination folding template according to claim 1, it is characterised in that:The lower template bag Bottom plate body and its L-type supporter of inner side setting are included, the supporter includes vertical vertical beam and horizontal crossbeam, and crossbeam Free end towards the adjustment mechanism side;The L-type connector that the cope plate includes top plate body and its lower end is set, institute Stating connector includes the tie-beam that horizontally disposed bottom girder and bottom girder are vertically arranged close to described adjustment mechanism one end;The company The free end side for connecing beam bottom and crossbeam is hinged;The upper end of the top plate body is hinged with the adjustment mechanism.
  3. A kind of 3. Tunnel Second Lining termination folding template according to claim 2, it is characterised in that:The bottom of the vertical beam Portion is hinged with chassis end.
  4. A kind of 4. Tunnel Second Lining termination folding template according to claim 1, it is characterised in that:The adjustment mechanism For screw mandrel.
  5. A kind of 5. Tunnel Second Lining termination folding template according to claim 1, it is characterised in that:Also include pedestal, The adjustment mechanism is diagonally disposed, and its lower end is be hinged on the base, and upper end is articulated with the cope plate.
  6. A kind of 6. Tunnel Second Lining termination folding template according to claim 1, it is characterised in that:The adjustment mechanism It is arranged side by side two groups.
  7. A kind of 7. Tunnel Second Lining termination folding template according to claim 1, it is characterised in that:Seal on described during mould Template and the end mould plane that lower template is formed are vertical with plane where neck.
CN201720577211.0U 2017-05-22 2017-05-22 A kind of Tunnel Second Lining termination folding template Active CN207212356U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720577211.0U CN207212356U (en) 2017-05-22 2017-05-22 A kind of Tunnel Second Lining termination folding template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720577211.0U CN207212356U (en) 2017-05-22 2017-05-22 A kind of Tunnel Second Lining termination folding template

Publications (1)

Publication Number Publication Date
CN207212356U true CN207212356U (en) 2018-04-10

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Country Status (1)

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CN (1) CN207212356U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109736841A (en) * 2018-12-30 2019-05-10 中铁隧道局集团有限公司 Precast lining abutment wall overlap joint cannelure seam in tunnel pours end mould and device
CN113356891A (en) * 2021-07-19 2021-09-07 中铁一局集团有限公司 Tunnel secondary lining formwork trolley end-sealing construction method
CN113356892A (en) * 2021-07-19 2021-09-07 中铁一局集团有限公司 Tunnel secondary lining template trolley end sealing system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109736841A (en) * 2018-12-30 2019-05-10 中铁隧道局集团有限公司 Precast lining abutment wall overlap joint cannelure seam in tunnel pours end mould and device
CN113356891A (en) * 2021-07-19 2021-09-07 中铁一局集团有限公司 Tunnel secondary lining formwork trolley end-sealing construction method
CN113356892A (en) * 2021-07-19 2021-09-07 中铁一局集团有限公司 Tunnel secondary lining template trolley end sealing system
CN113356891B (en) * 2021-07-19 2022-04-01 中铁一局集团有限公司 Tunnel secondary lining formwork trolley end-sealing construction method

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