CN202830889U - Rail type slip form device - Google Patents

Rail type slip form device Download PDF

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Publication number
CN202830889U
CN202830889U CN 201220544452 CN201220544452U CN202830889U CN 202830889 U CN202830889 U CN 202830889U CN 201220544452 CN201220544452 CN 201220544452 CN 201220544452 U CN201220544452 U CN 201220544452U CN 202830889 U CN202830889 U CN 202830889U
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CN
China
Prior art keywords
slope
rail mounted
steel
concrete
steel form
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
CN 201220544452
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Chinese (zh)
Inventor
黄家权
白万伟
杨富灜
李晓萍
张俊霞
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 Gezhouba Group Co Ltd
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China Gezhouba 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.)
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Publication date
Application filed by China Gezhouba Group Co Ltd filed Critical China Gezhouba Group Co Ltd
Priority to CN 201220544452 priority Critical patent/CN202830889U/en
Application granted granted Critical
Publication of CN202830889U publication Critical patent/CN202830889U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A rail type slip form device comprises a steel template. A side template is respectively arranged at the two ends of the steel template. A plurality of idler wheels are arranged on two sides of the steel template. The idler wheels are matched with rails in a rolling mode. The rails are fixedly installed on a concrete slope to be poured. A plurality of lifting lugs are connected at the position of the upper opening of the steel template in a welded mode. The lifting lugs are connected with a hoisting machine through steel wire ropes. The hoisting machine is arranged on the slop top of the concrete slope to be poured. According to the rail type slip form device, large defect that work amount of setting up and dismantling of a bent frame in the prior art is overcome, input of arrangement of counter weight and resources such as hoisters is reduced, and particularly when the slope is steep and long, one-step installation continuous sliding and lifting are achieved, construction efficiency is improved, production cost is reduced, and meanwhile safety risk caused by the arrangement of the counter weight is also reduced.

Description

The rail mounted sliding form apparatus
Technical field
The utility model relates to the concrete blinding technical field, especially a kind ofly is applicable to build the steeper concrete rail mounted sliding formwork in subsides slope of the gradient.
Background technology
In civil engineering construction, usually run into the construction operating mode of building slope concrete, generally taking to set up behind the framed bent mode of frame shuttering this moment constructs again, this form of construction work Main Problems is: when the slope more suddenly and when longer, setting up with the projects amount of framed bent is larger, and the concrete position in storehouse is divided more, cause working procedure many, engineering time is long, and efficient is low, and cost has high input.
The scheme that adopts the trackless sliding formwork is also arranged, but this method need to arrange counterweight at sliding formwork usually, the uplift pressure and the lateral pressure that produce during with opposing concreting, when the gradient is steeper, the amount of setting of balancing weight is larger, and the loading and unloading of balancing weight need crane to cooperate, so the wasting of resources is more serious, and the simultaneously setting of counterweight also brings certain potential safety hazard.
Summary of the invention
Technical problem to be solved in the utility model provides a kind of rail mounted sliding form apparatus, can solve the problem of building the slope concrete construction, has realized that once mounting is sliding continuously, has improved efficiency of construction, has reduced cost of production.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: a kind of rail mounted sliding form apparatus, comprise steel form, the two ends of steel form respectively are provided with side template one, the both sides of steel form are provided with a plurality of rollers, and roller rolls with track on being fixedly mounted on concrete slope to be built and cooperates.
Steel form place suitable for reading is welded with a plurality of hangers, and the hoist engine that hanger pushes up by wire rope and concrete slope slope to be built is connected.
The back side of steel form is provided with the orthogonal horizontal bar plate of multiple tracks and vertical gusset.
Be welded with a plurality of tractor feeds with bolt hole on the track, the tractor feed sleeve bolt interior with being embedded in concrete slope storehouse face to be built is fixedly connected with.
The waiting to build of the both sides of side template is embedded with many dowels in the concrete slope, side template is fixedly connected with dowel by bearing bar.
The utility model also is provided with the platform of wiping one's face.
The rail mounted sliding form apparatus that the utility model provides, by establish the side template with roller at the steel form two ends, the mode that roller and track on being fixedly mounted on concrete slope to be built roll and to cooperate, can overcome the shortcoming larger with the projects amount of setting up of framed bent in the prior art, reduced the input of the resources such as the setting of counterweight and crane, especially when slope more suddenly and when longer, realized that once mounting is sliding continuously, improved efficiency of construction, reduced cost of production, also reduced that the security risk that counterweight is brought being set simultaneously.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples:
Fig. 1 is front view of the present utility model;
Fig. 2 is that the A-A of the utility model Fig. 1 is to sectional view;
Fig. 3 is the B-B sectional view of the utility model Fig. 1;
Fig. 4 is a place drawing among Fig. 3.
The specific embodiment
As shown in Figure 1, Figure 2, Figure 3 and Figure 4, the utility model comprises steel form 1, the two ends of steel form 1 respectively are provided with side template 3 one, and the both sides of steel form 1 are provided with a plurality of rollers 5, and roller 5 rolls with track 2 on being fixedly mounted on concrete slope to be built and cooperates.
Steel form 1 place suitable for reading is welded with a plurality of hanger 1-3, and the hoist engine 7 that hanger 1-3 pushes up by wire rope 6 and concrete slope slope to be built is connected, and hoist engine 7 is preferably low speed winch.
The back side of steel form 1 is provided with multiple tracks orthogonal horizontal bar plate 1-1 and vertical gusset 1-2.
Be welded with a plurality of tractor feed 2-1 with bolt hole on the track 2, the tractor feed 2-1 sleeve bolt 8 interior with being embedded in concrete slope storehouse face to be built is fixedly connected with.
The waiting to build of the both sides of side template 3 is embedded with many dowel 3-1 in the concrete slope, side template 3 is fixedly connected with dowel 3-1 by bearing bar 3-2.
The utility model also is provided with the platform 4 of wiping one's face.
Installation of the present utility model and use step are as follows:
1) waiting to build on the concrete slope, according to position boring and pre-buried dowel 3-1 and the sleeve bolt 8 of in advance design, treating solidifying a period of time.
2) adopt the steel form in bulk of P3015 and P1015, the assembly unit side template 3 at the construction field (site), side template 3 once pushed up to the slope from the toe frame of waiting to build concrete slope is vertical, as shown in Figure 2; The inside and outside supporting way of side template 3 main employings is fixed, and the spacing of adjacent supports is by 1.0~1.5m control, as shown in Figure 3; The suitable for reading of side template 3 should overlap with the concrete structure sideline as far as possible, and remains on the same straight line, and the irregular position of the end opening of side template 3 and foundation plane junction adopts wooden form to squeegee.
3) attachment rail 2, sleeve bolt 8 pierced in the bolt hole of the tractor feed 2-1 on the track 2, screw nut, track 2 is fixed on waits to build on the concrete slope thus.
4) adopt crane lifting hoist engine 7 and steel form 1, the roller 5 of steel form 1 both sides is embedded in the chute of tracks 2, the hanger 1-3 that wire rope 6 passes steel form 1 is connected with hoist engine 7.Hoist engine is generally two, and the separate unit hoisting power is not less than 5t, and the hoist engine base is welded on the pedestal that channel-section steel is assembled into, and pedestal fixes on the ground by dowel.
5) concreting.The general mode that adopts truck with grout mixer and water tank blanking, chute to put in storage, the concrete of building in the ban namely start inchmeal upward sliding steel form 1 of hoist engine 7 during near the initial set state, slide behind the stroke, concreting so circulates again, until time concreting of this storehouse is finished on the top, slope.
In casting process, when sliding formwork rises to the 2m height left and right sides, the platform 4 of wiping one's face is installed.The platform 4 of wiping one's face adopts the steel-pipe welding of Φ 48 to form, the wide 50~60cm of platform, and full boarding on the platform, platform edges arranges the high guardrail of 1.2m.
6) water piece construction after: in sleeve bolt 8 pre-buried formerly pouring concrete pieces, utilize simultaneously the side of first pouring concrete piece to replace the side template 3 of a side.

Claims (6)

1. rail mounted sliding form apparatus, comprise steel form (1), it is characterized in that: the two ends of steel form (1) respectively are provided with one side template (3), the both sides of steel form (1) are provided with a plurality of rollers (5), and roller (5) rolls with track (2) on being fixedly mounted on concrete slope to be built and cooperates.
2. rail mounted sliding form apparatus according to claim 1, it is characterized in that: steel form (1) place suitable for reading is welded with a plurality of hangers (1-3), and hanger (1-3) is connected by the hoist engine (7) on wire rope (6) and top, concrete slope slope to be built.
3. rail mounted sliding form apparatus according to claim 1 and 2, it is characterized in that: the back side of steel form (1) is provided with the orthogonal horizontal bar plate of multiple tracks (1-1) and vertical gusset (1-2).
4. rail mounted sliding form apparatus according to claim 1 and 2, it is characterized in that: be welded with a plurality of tractor feeds with bolt hole (2-1) on the track (2), tractor feed (2-1) sleeve bolt (8) interior with being embedded in concrete slope storehouse face to be built is fixedly connected with.
5. rail mounted sliding form apparatus according to claim 1 and 2, it is characterized in that: the waiting to build of the both sides of side template (3) is embedded with many dowels (3-1) in the concrete slope, side template (3) is fixedly connected with dowel (3-1) by bearing bar (3-2).
6. rail mounted sliding form apparatus according to claim 1 and 2, it is characterized in that: it also is provided with the platform of wiping one's face (4).
CN 201220544452 2012-10-23 2012-10-23 Rail type slip form device Expired - Fee Related CN202830889U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220544452 CN202830889U (en) 2012-10-23 2012-10-23 Rail type slip form device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220544452 CN202830889U (en) 2012-10-23 2012-10-23 Rail type slip form device

Publications (1)

Publication Number Publication Date
CN202830889U true CN202830889U (en) 2013-03-27

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220544452 Expired - Fee Related CN202830889U (en) 2012-10-23 2012-10-23 Rail type slip form device

Country Status (1)

Country Link
CN (1) CN202830889U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103255767A (en) * 2013-04-02 2013-08-21 中国葛洲坝集团股份有限公司 Faceplate sliding formwork with traveling device
CN104480915A (en) * 2014-12-10 2015-04-01 中国水利水电第五工程局有限公司 Reversal rail hydraulic climbing form for concrete pouring of high and steep slope
CN109083149A (en) * 2018-07-19 2018-12-25 中铁六局集团有限公司 A kind of concreting mould bases for high slope large span side slope
CN115094901A (en) * 2022-07-25 2022-09-23 浙江迪通建筑规划设计有限公司 Assembled concrete sliding formwork body and construction method thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103255767A (en) * 2013-04-02 2013-08-21 中国葛洲坝集团股份有限公司 Faceplate sliding formwork with traveling device
CN103255767B (en) * 2013-04-02 2015-07-01 中国葛洲坝集团股份有限公司 Faceplate sliding formwork with traveling device
CN104480915A (en) * 2014-12-10 2015-04-01 中国水利水电第五工程局有限公司 Reversal rail hydraulic climbing form for concrete pouring of high and steep slope
CN104480915B (en) * 2014-12-10 2016-04-06 中国水利水电第五工程局有限公司 A kind of anti-rail hydraulic climbing formwork for high gradient slope concreting
CN109083149A (en) * 2018-07-19 2018-12-25 中铁六局集团有限公司 A kind of concreting mould bases for high slope large span side slope
CN109083149B (en) * 2018-07-19 2023-08-04 中铁六局集团有限公司 A concrete placement die carrier for high slope large-span side slope
CN115094901A (en) * 2022-07-25 2022-09-23 浙江迪通建筑规划设计有限公司 Assembled concrete sliding formwork body and construction method thereof

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130327

Termination date: 20201023