CN104234723B - A kind of open trench tunnel square-section self-propelled mobile falsework chassis - Google Patents
A kind of open trench tunnel square-section self-propelled mobile falsework chassis Download PDFInfo
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- CN104234723B CN104234723B CN201410349706.9A CN201410349706A CN104234723B CN 104234723 B CN104234723 B CN 104234723B CN 201410349706 A CN201410349706 A CN 201410349706A CN 104234723 B CN104234723 B CN 104234723B
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- door frame
- crossbeam
- support body
- side form
- longeron
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Abstract
The invention discloses a kind of open trench tunnel square-section self-propelled mobile falsework chassis, including door frame assembly, horizontal device, backform support body crossbeam, top template and side form, door frame assembly includes door frame crossbeam, door frame grade beam, door frame column and longeron, door frame crossbeam is vertically fixed on the top of door frame column by the big triangle of door frame, door frame crossbeam two ends are installed with cross cylinder, jointed shaft is used to be connected with horizontal device, and on cross cylinder, it is mounted on hoist cylinder, backform support body crossbeam is supported on door frame crossbeam by jack, top template is fixed on backform support body crossbeam by backform support body longeron, side form is longitudinally welded with the many logical beams being provided with hinge ear, door frame crossbeam is respectively arranged at the two ends with two hinge ears, connected with the hinge ear on corresponding logical beam by side form oil cylinder and screw mandrel respectively.Low cost of the present invention, degree of accuracy is high, reduces safe mass hidden danger.
Description
Technical field
The present invention relates to a kind of constructing tunnel chassis, specifically a kind of open trench tunnel square-section self-propelled mobile template
Support vehicles.
Background technology
In bored tunnel, two lining structures typically use the chassis system in arch cross section as falsework, but this body
System takes full advantage of the pressure uniformly bearing concreting of domes, square-section vertical load comparatively speaking and side
Area load, all much larger than arch cross section, therefore typically uses full framing system in the open trench tunnel of square-section.
But full framing system has the disadvantage that: (1) full framing is installed and the dismounting substantial amounts of material of needs is with artificial,
Activity duration is longer, is unfavorable for the cost-effective and duration；(2) full framing system stress point is numerous, manually sets up, during thin
Joint sets difficult quality control, and safe mass hidden danger is bigger；(3) template of full framing system is interim assembled, formwork edge joint
Easily spillage, faulting of slab ends, after concrete formation, quality is the best；(4) side wall typically uses Screw arbor with nut at both-ends, easily at tunnel structure sidewall
Form penetrating passage, for the most unfavorable from the point of view of the tunnel that waterproof requirement is high.
Summary of the invention
It is an object of the invention to provide a kind of cost-effective, open trench tunnel square-section self-propelled mobile that degree of accuracy is high
Falsework chassis, with the problem solving to propose in above-mentioned background technology.
For achieving the above object, the present invention provides following technical scheme:
A kind of open trench tunnel square-section self-propelled mobile falsework chassis, including door frame assembly, horizontal device, backform
Support body crossbeam, top template and side form, door frame assembly includes door frame crossbeam, door frame grade beam, door frame column and longeron, door frame crossbeam
It is vertically fixed on the top of door frame column by the big triangle of door frame, between two longitudinal door frame columns, uses diagonal brace to fix, horizontal
To two door frame columns use that door frame grade beams are fixing to be connected, top, door frame crossbeam two ends is all installed with cross cylinder, water
Leveling device two ends use jointed shaft to be connected with cross cylinder, cross cylinder is provided with hoist cylinder, hoist cylinder is provided with
Longeron, backform support body crossbeam is arranged on door frame crossbeam by jack, and installs on the backform support body crossbeam above jack
The longeron the most corresponding with jack, top template is fixed on backform support body crossbeam by backform support body longeron, longitudinal two
Being connected by connecting plate bolt between the template of individual top, horizontal two top templates use and connect the connection of box bolt, top template
It is connected by jointed shaft with side form, with bolts between horizontal side form, longitudinal side form is welded with many logical beams, logical
Beam is provided with on hinge ear, door frame column and backform support body crossbeam and is all provided with hinged ear, with the hinge ear one_to_one corresponding on logical beam passing through
Screw mandrel connects, and door frame crossbeam is respectively arranged at the two ends with two hinge ears, respectively by side form oil cylinder and screw mandrel and the hinge on corresponding logical beam
Ear connects.
As the further scheme of the present invention: the logical beam on longitudinal side form is welded with five.
Compared with prior art, the invention has the beneficial effects as follows: need not substantial amounts of material and artificial, eliminate support and take
And if the plenty of time removed, greatly reduce cost and having saved the duration, chassis uses handle to control oil cylinder location steel form,
Degree of accuracy is high, and stress is safe and reliable, there is not the race situation such as mould, swollen mould, greatly reduces safe mass hidden danger, to waterproof requirement
Higher tunnel structure is advantageously.
Accompanying drawing explanation
Fig. 1 is the front view of open trench tunnel square-section self-propelled mobile falsework chassis.
In figure: 1-door frame crossbeam, 2-door frame grade beam, 3-door frame column, 4-longeron, the big triangle of 5-door frame, 6-diagonal brace, 7-water
Leveling device, 8-cross cylinder, 9-backform support body longeron, 10-hoist cylinder, 11-backform support body crossbeam, 12-jack, 13-pushes up
Portion's template, 14-side form, 15-leads to beam, 16-screw mandrel, 17-side form oil cylinder.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Describe, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiments wholely.Based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under not making creative work premise
Embodiment, broadly falls into the scope of protection of the invention.
Refer to Fig. 1, in the embodiment of the present invention, a kind of open trench tunnel square-section self-propelled mobile falsework chassis,
Including door frame assembly, horizontal device 7, backform support body crossbeam 11, top template 13 and side form 14, door frame assembly includes door frame crossbeam
1, door frame grade beam 2, door frame column 3 and longeron 4, rectangular cross section, vertical load and side load are all much larger than arch cross section, more
The pressure of concreting can be born；Door frame crossbeam 1 is vertically fixed on the top of door frame column 3 by the big triangle of door frame 5, longitudinally
Two door frame columns 3 between use diagonal brace 6 to fix, two horizontal door frame columns 3 use door frame grade beam 2 to connect, support
Stress point is less, and safe mass hidden danger is substantially reduced, and the installation of support is more convenient with dismounting, is greatly saved cost and work
Phase；Described door frame crossbeam 1 two ends are all installed with cross cylinder 8, and described horizontal device 7 two ends use hinge with cross cylinder 8
Spindle connects, and cross cylinder 8 is mounted on hoist cylinder 10, hoist cylinder 10 is provided with longeron 4, controls oil cylinder with handle
Location steel form, degree of accuracy is high, and stress is safe and reliable, there is not the race situation such as mould, swollen mould；Described backform support body crossbeam 11 passes through
Jack 12 is supported on door frame crossbeam 1, and installs and jack about 12 on the backform support body crossbeam 11 above jack 12
Corresponding longeron 4, is connected by connecting plate bolt between two longitudinal top templates 13, and horizontal two top templates 13 use
Connecting box bolt to connect, top template 13 is fixed on backform support body crossbeam 11 by backform support body longeron 9, top template 13 with
Side form 14 is connected by jointed shaft, with bolts between horizontal side form 14, longitudinal side form 14 is welded with many and leads to
Beam 15, logical beam 15 is provided with on hinge ear, described door frame column 3 and backform support body crossbeam 11 and is all provided with hinged ear, and on logical beam 15
Hinge ear one_to_one corresponding is also connected by screw mandrel, and described door frame crossbeam 1 is respectively arranged at the two ends with two hinge ears, respectively by side form oil cylinder 17
Connect with screw mandrel and hinge ear on corresponding logical beam 15, to the higher tunnel structure of waterproof requirement advantageously.
The using method of open trench tunnel square-section self-propelled mobile falsework chassis, comprises the steps:
1, formwork erection:
(1) after self-propelled mobile falsework chassis in open trench tunnel square-section is in place, first operation hand-operated direction valve handle,
Make hoist cylinder increase, adjust trolley formwork so that it is close to predetermined altitude；
(2) operation hand-operated direction valve handle, makes cross cylinder translate, and adjusts trolley formwork and makes its centrage and lining cutting center
Line aligns；
(3) operation hand-operated direction valve handle, makes hoist cylinder rise to precalculated position, screws the lifting of chassis top very heavy
Top；
(4) operation hand-operated direction valve handle, is adjusted to precalculated position by side form, installs lateral screw mandrel；
2, the demoulding: the demoulding is contrary with formwork erection order.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie
In the case of the spirit or essential attributes of the present invention, it is possible to realize the present invention in other specific forms.Therefore, no matter
From the point of view of which point, all should regard embodiment as exemplary, and be nonrestrictive, the scope of the present invention is by appended power
Profit requires rather than described above limits, it is intended that all by fall in the implication of equivalency and scope of claim
Change is included in the present invention.Should not be considered as limiting involved claim by any reference in claim.
Although moreover, it will be appreciated that this specification is been described by according to embodiment, but the most each embodiment only wraps
Containing an independent technical scheme, this narrating mode of description is only that for clarity sake those skilled in the art should
Description can also be formed those skilled in the art through appropriately combined as an entirety, the technical scheme in each embodiment
May be appreciated other embodiments.
Claims (2)
1. an open trench tunnel square-section self-propelled mobile falsework chassis, including door frame assembly, horizontal device (7), top
Mould bases body crossbeam (11), top template (13) and side form (14), described door frame assembly includes door frame crossbeam (1), door frame grade beam
(2), door frame column (3) and longeron (4), it is characterised in that described door frame crossbeam (1) is vertically fixed by the big triangle of door frame (5)
On the top of door frame column (3), using diagonal brace (6) to fix between two longitudinal door frame columns (3), two horizontal door frames stand
Post (3) uses the fixing connection of door frame grade beam (2), and door frame crossbeam (1) top, two ends is all installed with cross cylinder (8), described
Horizontal device (7) two ends use jointed shaft to be connected with cross cylinder (8), and cross cylinder (8) is provided with hoist cylinder (10), rise
Being provided with longeron (4) in fall oil cylinder (10), described backform support body crossbeam (11) is arranged on door frame crossbeam (1) by jack (12)
On, and the upper installation of backform support body crossbeam (11) the most corresponding longeron (4) upper and lower with jack (12) of jack (12) top, described
Top template (13) is fixed on backform support body crossbeam (11) by backform support body longeron (9), two longitudinal top templates
(13) being connected by connecting plate bolt between, horizontal two top templates (13) use and connect the connection of box bolt, top template
(13) it is connected by jointed shaft with side form (14), with bolts between horizontal side form (14), on longitudinal side form (14)
Being welded with many logical beams (15), logical beam (15) is provided with hinge ear, and described door frame column (3) and backform support body crossbeam (11) are all provided with
Hinged ear, is connected with the hinge ear one_to_one corresponding on logical beam (15) and by screw mandrel (16), and described door frame crossbeam (1) is respectively arranged at the two ends with
Two hinge ears, are connected with the hinge ear on corresponding logical beam (15) by side form oil cylinder (17) and screw mandrel respectively.
Open trench tunnel square-section the most according to claim 1 self-propelled mobile falsework chassis, it is characterised in that institute
The logical beam (15) stated on longitudinal side form (14) is welded with five.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410349706.9A CN104234723B (en) | 2014-07-23 | 2014-07-23 | A kind of open trench tunnel square-section self-propelled mobile falsework chassis |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410349706.9A CN104234723B (en) | 2014-07-23 | 2014-07-23 | A kind of open trench tunnel square-section self-propelled mobile falsework chassis |
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| CN104234723A CN104234723A (en) | 2014-12-24 |
| CN104234723B true CN104234723B (en) | 2016-12-07 |
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Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594918B (en) * | 2014-12-31 | 2017-01-18 | 上海市机械施工集团有限公司 | Split integrated underground passage steel mold plate trolley and construction method thereof |
| CN105220626A (en) * | 2015-10-27 | 2016-01-06 | 安徽水安建设集团股份有限公司 | Steel form device and the construction method that combines with outer steel mould plate thereof in a kind of self-propelled |
| CN105673048B (en) * | 2016-03-17 | 2017-12-26 | 福建省海湾桥隧机械有限公司 | A kind of self-propelled hydraulic box culvert chassis |
| CN107059920B (en) * | 2017-03-23 | 2019-03-12 | 海门市帕源路桥建设有限公司 | Loess formation piping lane construction technology |
| CN107165192B (en) * | 2017-06-16 | 2019-03-12 | 中建七局安装工程有限公司 | A kind of pipe gallery segmentation brake type fashioned iron door frame and its construction |
| CN107905818B (en) * | 2017-12-11 | 2019-12-27 | 李信斌 | Tunnel concrete lining construction auxiliary equipment and construction process |
| CN108661670B (en) * | 2018-05-03 | 2020-04-28 | 十九冶成都建设有限公司 | Construction method for pipe gallery construction by using formwork trolley |
| CN109113765A (en) * | 2018-10-08 | 2019-01-01 | 中铁六局集团广州工程有限公司 | A kind of Rectangular Tunnel lining template trolley for baffle and its construction |
| CN109339098B (en) * | 2018-11-08 | 2023-09-22 | 北京场道市政工程集团有限公司 | Portable support template of utility tunnel |
| CN113389221B (en) * | 2021-07-02 | 2022-04-22 | 中国十九冶集团有限公司 | Construction method for internal template of cast-in-situ pipe gallery |
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| CN104234723A (en) | 2014-12-24 |
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