CN202810872U - Pouring moldboard for tunnel trench - Google Patents

Pouring moldboard for tunnel trench Download PDF

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Publication number
CN202810872U
CN202810872U CN201220506687.2U CN201220506687U CN202810872U CN 202810872 U CN202810872 U CN 202810872U CN 201220506687 U CN201220506687 U CN 201220506687U CN 202810872 U CN202810872 U CN 202810872U
Authority
CN
China
Prior art keywords
template
face
moldboard
tunnel
placing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201220506687.2U
Other languages
Chinese (zh)
Inventor
张路军
徐波
田慧生
蔡文胜
田天长
钟正辉
沈炜东
张宇青
龚海军
梁劲松
臧丹
王之三
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.)
China Railway 25th Bureau Group Co Ltd
Fifth Engineering Co Ltd of China Railway 25th Bureau Group Co Ltd
Original Assignee
China Railway 25th Bureau Group Co Ltd
Rail Transit Engineering Co Ltd of China Railway 25th Bureau Group 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 China Railway 25th Bureau Group Co Ltd, Rail Transit Engineering Co Ltd of China Railway 25th Bureau Group Co Ltd filed Critical China Railway 25th Bureau Group Co Ltd
Priority to CN201220506687.2U priority Critical patent/CN202810872U/en
Application granted granted Critical
Publication of CN202810872U publication Critical patent/CN202810872U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a pouring moldboard for a tunnel trench. A moldboard is manufactured into an integral type moldboard according to the shape of a trench, the left side face and the right side face of the moldboard are inclined, the moldboard gradually contracts from top to bottom, and the top surface of the moldboard is an arc surface. In a pouring operation process, the moldboard is placed in a pouring layer correspondingly and is located, concrete is poured into the pouring layer, and after concrete reaches the intensity requirement of mold removing, the construction of the tunnel trench is completed. The moldboard can be fast placed and recovered in a construction process, repeated assembly is not needed, the pouring process is fast and convenient, the concrete falling on the moldboard can slide into the pouring layer along the arc surface, and does not accumulate on the top portion of the moldboard, and the pouring process is enabled to be smooth and high in efficiency.

Description

A kind of tunnel groove formwork for placing
Technical field
The utility model relates to the formwork structure that Central drain and side hook in the constructing tunnel are built use.
Background technology
In the tunnel construction engineering, the needs because of circuit laying and draining need to arrange Central drain and lateral sulcus in the tunnel.These Central drains and lateral sulcus need to use corresponding template moulding in casting process.At present, this class Central drain template and lateral sulcus template all are split-type structurals, and it is comprised of scattered limit mould and bed die etc., need the artificial component combination that these are scattered to be spliced into the shaped as frame template during construction, pour into a mould again.Because the tunnel is usually all very long, reaches several kilometers even tens kilometers, the shaped as frame template often only has several meters, and in dismounting and the assembling repeatedly of template in construction process needs, it need to consume a large amount of human and material resources, work consuming, consuming time, and efficient is extremely low.And the template that temporary assembly forms produces the defectives such as slit and dislocation easily between plate and plate; The integral linear of the Central drain of cast is difficult to control, affects outward appearance.In addition, the combination of template is also higher to operating personnel's technical requirements; In addition, concrete falls into the template inboard easily in the casting process, causes the cleaning difficulty.In addition, be the density that guarantees to build, in concreting process, need the Reusability vibrator to assist and make firm by ramming, for avoiding colliding reinforcing bar, template, built-in fitting etc., the degree of depth that vibrating head or vibrator insert need to be decided on building the degree of depth, for the too close position of hole to be provided, built-in fitting or reinforcing bar is arranged, need pre-establish technical measures, to guarantee smooth cloth and vibration compacting, inconvenience very.
The utility model content
It is convenient that the utility model is intended to provide a kind of demolition, installation, and mixed earth can not fall in the template, and the convenient and reliable formwork structure that vibrates.
Tunnel groove formwork for placing described in the utility model has the template that forms groove shape after installing, and template is fixed in the tunnel LIFT, and described template is the monolithic template, and the arranged on left and right sides face tilt of template from top to bottom shrinks gradually, and end face is cambered surface.
Tunnel groove formwork for placing described in the utility model, when building operation, the relevant position is put into and fixed form in LIFT, penetration concrete is to LIFT, drop on the concrete of template end face in cambered surface falls into LIFT, after concrete reaches the strength of mould stripping requirement, carry out form removal, after form removal is complete, finish and build.Its beneficial effect is: 1, all-in-one-piece template can be put into and be reclaimed in the process of construction fast, avoid repeatedly mounting or dismounting repeatedly, so that casting process fast, conveniently, and avoid concrete to fall into the template inboard and cause secondary to remove, reduce the need of work of cleaning, accelerate speed of perfusion; 2, the end face of template is cambered surface, when concrete is poured on the template, understands in cambered surface falls into LIFT, and can not be deposited in the template top, so that casting process is more smooth.
Described tunnel groove formwork for placing, the inwall of template has attached vibrator.Vibrator is made the concrete that pours into firm by ramming when building, and attached vibrator is interrupted little shaking when form removal, and template and the concrete that solidifies are got loose easily, can not produce the damage that excessive vibration causes template again.
Described tunnel groove formwork for placing, the end face of template and the junction of two sides arrange the Gai Yuan of protrusion.There is Gai Yuan the die cap both sides, so that the cover plate groove one-shot forming of groove and groove reduces workload, raise the efficiency.
Described tunnel groove formwork for placing, template are the template group that a plurality of monolithic templates form, and comprise the center die plates that template group is middle, and the side template of center die plates both sides, and the end face of side template and the junction of lateral surface arrange the Gai Yuan of protrusion.By the template group that the multiple tracks template forms, the template flange can be arranged on the edge of outermost template neatly, and the groove of all moulding can share same Ditch cover board.
Described tunnel groove formwork for placing, template is divided into two cope match-plate patterns that cooperatively interact and lower bolster by the inclined-plane that runs through the upper and lower surface of template with template.The fitting face of cope match-plate pattern and lower bolster is the inclined-plane, than vertical plane larger contact area is arranged, make to cooperate firmly, simultaneously, the inclined-plane cooperates the mutual pressure of generation and frictional force, in the time of in being fixed in groove, because of stopping of cope match-plate pattern, lower bolster can't break away from groove, during installation lower bolster must be installed first, must remove first cope match-plate pattern during dismounting, further increase fitness and the soundness of cope match-plate pattern and lower bolster.
Described tunnel groove formwork for placing, cope match-plate pattern and lower bolster are provided with the sealing plate that hides the slit, cooperation place at the end face of template and the cooperation place of bottom surface.
Described tunnel groove formwork for placing, sealing plate is respectively the gland that extended by cope match-plate pattern at end face at the lower bolster end face curved cover plate that adapts of shape with it, and holds the with it arc pallet that adapts of shape of cope match-plate pattern bottom surface in the bottom surface by what lower bolster extended.
Described tunnel groove formwork for placing is provided with weather strip between curved cover plate and the lower bolster end face; Between arc pallet and the cope match-plate pattern bottom surface weather strip is set also.Sealing plate gets up mating face seal, prevents that concrete from falling in the template fitting face, cause cleaning the increase of difficulty, and weather strip and sealing plate fitted seal further strengthened sealing effectiveness.
Description of drawings
Fig. 1, the 2nd, the structural representation of tunnel groove formwork for placing.
Fig. 3 is a kind of structural representation of tunnel groove formwork for placing.
The specific embodiment
Embodiment one, as shown in Figure 1, 2.
Tunnel groove formwork for placing described in the utility model has the template 1 that forms groove shape after installing, and template 1 is fixed in the tunnel LIFT, it is characterized in that: described template 1 is the monolithic template, the arranged on left and right sides face tilt of template 1 from top to bottom shrinks gradually, and end face is cambered surface 2.
Described tunnel groove formwork for placing, template 1 inwall has attached vibrator 4; The end face of template 1 and the junction of two sides arrange the lid edge 3 of protrusion; Template 1 is divided into two cope match-plate patterns that cooperatively interact 13 and lower bolster 14 by the inclined-plane that runs through template 1 upper and lower surface with template 1; Cope match-plate pattern 13 and lower bolster 14 are provided with the sealing plate 15 that hides the slit, cooperation place at the end face of template and the cooperation place of bottom surface; Sealing plate 15 is respectively the gland that extended by cope match-plate pattern 13 at end face at the lower bolster 14 end faces curved cover plate that adapts of shape with it, and holds the with it arc pallet that adapts of shape of cope match-plate pattern 13 bottom surfaces in the bottom surface by what lower bolster 14 extended; Be provided with weather strip 5 between curved cover plate and lower bolster 14 end faces; Between arc pallet and cope match-plate pattern 13 bottom surfaces weather strip 5 is set also.
When building operation, the relevant position is put into and fixed form 1 in LIFT, this moment, the top, side of template lid edge 3 was concordant with the LIFT surface, penetration concrete is to LIFT, the concrete that drops on template 1 end face falls in the LIFT along cambered surface 2, open the vibrator 4 that is attached in the template 1 in the time of penetration concrete, the concrete that pours into is made firm by ramming, after reaching the strength of mould stripping requirement, concrete carries out form removal, in the process of form removal, attached vibrator 4 is interrupted little shaking, and first cope match-plate pattern 13 is packed up from the groove of moulding, pack up again lower bolster 14, pack up to finish after complete until template 1 and build.
Embodiment two, as shown in Figure 3.
Template 1 is the template group that a plurality of monolithic templates form, and comprises the center die plates 11 that template group is middle, and the side template 12 of center die plates 11 both sides, and the end face of side template 12 and the junction of lateral surface arrange the lid edge 3 of protrusion.All the other are identical with embodiment one.

Claims (8)

1. tunnel groove formwork for placing, the template (1) that forms groove shape after installing is arranged, template (1) is fixed in the tunnel LIFT, it is characterized in that: described template (1) is the monolithic template, the arranged on left and right sides face tilt of template (1), from top to bottom shrink gradually, end face is cambered surface (2).
2. tunnel groove formwork for placing according to claim 1, it is characterized in that: template (1) inwall has attached vibrator (4).
3. tunnel groove formwork for placing according to claim 1, it is characterized in that: the end face of template (1) and the junction of two sides arrange the Gai Yuan (3) of protrusion.
4. tunnel groove formwork for placing according to claim 1, it is characterized in that: template (1) is the template group that a plurality of monolithic templates form, comprise the center die plates (11) that template group is middle, and the side template (12) of center die plates (11) both sides, the end face of side template (12) and the junction of lateral surface arrange the Gai Yuan (3) of protrusion.
5. according to claim 1 or 4 described tunnel groove formwork for placing, it is characterized in that: template (1) is divided into two cope match-plate patterns that cooperatively interact (13) and lower bolster (14) by the inclined-plane that runs through the upper and lower surface of template (1) with template (1).
6. tunnel groove formwork for placing according to claim 5 is characterized in that: cope match-plate pattern (13) and lower bolster (14) are provided with the sealing plate (15) that hides the slit, cooperation place at the end face of template and the cooperation place of bottom surface.
7. tunnel groove formwork for placing according to claim 6, it is characterized in that: sealing plate (15) is respectively the gland that extended by cope match-plate pattern (13) at end face at lower bolster (14) the end face curved cover plate that adapts of shape with it, and holds the with it arc pallet that adapts of shape of cope match-plate pattern (13) bottom surface in the bottom surface by what lower bolster (14) extended.
8. tunnel groove formwork for placing according to claim 7 is characterized in that: be provided with weather strip (5) between curved cover plate and lower bolster (14) end face; Arc pallet and cope match-plate pattern (13) also arrange weather strip (5) between the bottom surface.
CN201220506687.2U 2012-09-29 2012-09-29 Pouring moldboard for tunnel trench Expired - Fee Related CN202810872U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201220506687.2U CN202810872U (en) 2012-09-29 2012-09-29 Pouring moldboard for tunnel trench

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201220506687.2U CN202810872U (en) 2012-09-29 2012-09-29 Pouring moldboard for tunnel trench

Publications (1)

Publication Number Publication Date
CN202810872U true CN202810872U (en) 2013-03-20

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ID=47869770

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201220506687.2U Expired - Fee Related CN202810872U (en) 2012-09-29 2012-09-29 Pouring moldboard for tunnel trench

Country Status (1)

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CN (1) CN202810872U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107060322A (en) * 2017-04-15 2017-08-18 浙江兴远建设有限公司 Concreting die carrier structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107060322A (en) * 2017-04-15 2017-08-18 浙江兴远建设有限公司 Concreting die carrier structure

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20170802

Address after: Three road 266100 in Shandong province Qingdao city Laoshan District No. 25 Keyuan latitude

Co-patentee after: CHINA RAILWAY 25TH BUREAU GROUP Co.,Ltd.

Patentee after: THE 5TH ENGINEERING CO., LTD. OF CHINA RAILWAY 25TH BUREAU Group

Address before: 510600, No. 55, Zhongshan Road, Yuexiu District, Guangdong, Guangzhou

Co-patentee before: CHINA RAILWAY 25TH BUREAU GROUP Co.,Ltd.

Patentee before: CHINA RAILWAY 25TH BUREAU GROUP TRACK TRAFFIC ENGINEERING CO.,LTD.

TR01 Transfer of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130320

Termination date: 20210929

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