CN105178196B - A kind of multinode linkage type ring is wet to connect section integral mold plate and method - Google Patents
A kind of multinode linkage type ring is wet to connect section integral mold plate and method Download PDFInfo
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- CN105178196B CN105178196B CN201510626393.1A CN201510626393A CN105178196B CN 105178196 B CN105178196 B CN 105178196B CN 201510626393 A CN201510626393 A CN 201510626393A CN 105178196 B CN105178196 B CN 105178196B
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Abstract
The present invention relates to Construction Technology field, specifically a kind of multinode linkage type ring is wet connects section integral mold plate and method, including template and rotary shaft, described template is by first side template, second side template and bottom surface template composition, first side template and second side template are connected with bottom surface template by rotary shaft respectively, make first side template, second side template and bottom surface template are rotated around rotary shaft, first side template, second side die head is respectively equipped with suspention tab, movable pulley is provided with suspention tab, movable pulley is along middle cross beam, sliding rail at the top of binder slides.Template is divided into three planes by the present invention, and each two interplanar is attached using the foldable rotation moving axis of similar hinge shape, makes energy pivoting between plane template, so that template has, ring is wet to connect a section effect, convenient installation, the template of dismounting are constructed, quality controllable, and turnover is convenient.
Description
[technical field]
The present invention relates to Construction Technology field, specifically a kind of multinode linkage type ring is wet connects a section integral mold plate
And method.
[background technology]
Crossbeam, constructing tie beam belong to high-altitude large-tonnage suspention construction waterborne, easily by operation side, working place, high-altitude
Operation, operation at sea etc. are limited, and difficulty of construction is larger, and is limited by navigation, and conventional construction method is to build water project construction
Platform, water project operation platform are the auxiliary equipment for bored concrete pile pile foundation construction, are generally arranged at bored concrete pile pile foundation side,
And on the water on engineering construction platform, place filling pile construction equipment and stack construction equipment and material, pile foundation base need to be adopted
The steel construction of plinth, platform construction high cost, long construction period, overall economic efficiency are poor；Also have using engineering ship as water
The floating platform of upper engineering construction, but, floating platform is difficult to precise positioning, and the swing of hull influences whether applying for bored concrete pile
Working medium amount；Separately have and large-scale hanging basket be set used as operation platform in binder both sides and bottom, but this form of construction work affect navigation and
Hanging basket itself is moved and installation difficulty is larger, and template itself is installed because conducting oneself with dignity and turnover difficulty is larger.
As existing template is typified form, flange bolt connection, steel form corner between template and template, are connected by
Place is connected using flange bolt or punching block corner directly arranges chamfering, connect difficulty to reduce, when in the number of turnover between template
When few, template may also be employed plank sheathing, and the corner of plank sheathing is connected by the lumps of wood, external scaffolding steel pipe etc..Connected with existing template
Connect, install, construction process for removing, be essentially all by flange bolt connection construction, it is desirable to have fixed human users space,
Also have to create necessary working place in the case of without working place, otherwise template construction cannot be carried out, this is to applying
Work difficulty, template transhipment, navigational clearance restriction, working place condition etc. require reach, otherwise cannot normal construction.
[content of the invention]
The present invention be relatively fixed to solve the medium-and-large-sized suspention prefabricated components of waterborne, work high above the ground, it is pre-buried in wet seam
Duct such as is accurately positioned at the difficult problem, is entered using horizontal slip, the wet section integral mold plate that connects of longitudinal folding multinode linkage type ring
Row is wet to connect section construction, ensures a kind of wet multinode linkage type ring for connecing section concrete pouring quality wet to connect section whole so as to be finally reached
Body template and method.
To achieve these goals, a kind of multinode linkage type ring of design is wet connects a section integral mold plate, including template and rotation
Axle, described template are made up of first side template, second side template and bottom surface template, first side template and second side
Template is connected with bottom surface template by rotary shaft respectively, makes first side template, second side template and bottom surface template around rotation
Axle is rotated, and first side template, second side die head are respectively equipped with suspention tab, are provided with cunning in suspention tab
Driving wheel, sliding rail of the movable pulley at the top of middle cross beam, binder slide.
Parallel to rotating shaft direction equipped with some to fasten between described first side template and second side template
Template to pull bar.
A kind of wet method for connecing section integral mold plate of multinode linkage type ring, described concrete grammar are as follows：
A. having carried out mounting slip track on Cast-in-Situ Segment middle cross beam, binder and the middle cross beam for having lifted, binder,
Using I-steel as sliding rail；
B. the preliminary Suspending fixation of template is carried out using the suspention tab of first side die head, in suspention tab
Movable pulley can along sliding rail slide and latched position, segmental construction be slid onto after finishing next sections it is wet connect section construction；
C. after the preliminary Suspending fixation of template is carried out using the suspention tab of first side die head, by the second side
Suspention tab and suspension traction tubing sections at the top of face die plate makes template fit with prefabricated subsection works, and reinforces, locks
Solid plate, can casting concrete after passed examination.
Described method also includes the wet reinforcing for connecing section integral mold plate of multinode linkage type ring and locking means：
A. it is that the quality and size for guaranteeing model sheetinstallat meets design requirement, first has to enter two adjacent middle cross beams, binder
Row exact position is fixed, the state deviation caused under adjusting because suspending in midair naturally so as to be adjusted to design space coordinate and elevation, so
Outside middle cross beam, binder shaped steel and scaffolding steel pipe locking is adopted to buckle afterwards, it is ensured that two pieces of adjacent middle cross beams, binders are relatively steady
It is fixed；
B., after the preliminary installation of template, template physical dimension is checked, the sealing of calibration template size and template
Property, the suspention tab of fixed first side template and second side die head is installed to pull bar and is fastened.
Described method also includes the wet method for dismounting for connecing section integral mold plate of multinode linkage type ring：
A. connect after section concrete pours and complete and conserve wet, go in form removal week and next wet connect section construction；
B. form removal first releases the suspention tab of second side die head, the second side of slow release to pull bar
Suspension traction rope at the top of face die plate, makes template fall because deadweight is slow, drops down onto below binder bottom, suspension traction up under
Rope moves the next section of wet suspention tab for connecing a section operating position, releasing first side die head to by middle cross beam bottom,
Adjustment sliding system, traction first side die head make template be slid onto next section and wet connect a section operating position.
Template is divided into three planes by the present invention, and each two interplanar is entered using the foldable rotation moving axis of similar hinge shape
Row connection, makes energy pivoting between plane template, so that template has, ring is wet to connect a section effect, convenient installation, the template of dismounting
Constructed, and sliding rail be set in continuous polylith large-scale suspention prefabricated components top surface, make template by slip track from
First segment slides onto installation sections, the problems such as solve operation platform and human users' platform, is easy to operation, quality controllable,
Turnover is convenient.
[description of the drawings]
Fig. 1 is the wet side view for connecing section integral mold plate of multinode linkage type ring；
Fig. 2 is the wet profile for connecing section integral mold plate of multinode linkage type ring；
Fig. 3 is the wet scheme of installation for connecing section integral mold plate of multinode linkage type ring；
In figure：1. 2. second side template of first side template, 3. bottom surface template 4. suspends tab in midair to pull bar 5.
6. 7. sliding rail of movable pulley, 8. 9. suspension traction rope of pad lumps of wood wedge, 10. rotary shaft；
Figure of abstract of the specified Fig. 1 as the present invention.
[specific embodiment]
The invention will be further described below in conjunction with the accompanying drawings, for the structure and principle of this device people professional to this
It is very clearly.It should be appreciated that specific embodiment described herein is not used to limit this only to explain the present invention
Invention.
The present invention is that the large-scale suspention prefabricated components connection in high-altitude waterborne is wet to connect section concrete pouring construction in order to solve, and is overcome
Work high above the ground waterborne, template turnover is mobile, large-scale suspention prefabricated components are relatively fixed, pre-buried duct is accurately positioned in wet seam
A difficult problem, carries out wet connecing section construction using the wet section integral mold plate that connects of horizontal slip, longitudinal folding multinode linkage type ring.It is horizontal
Refer to slip and sliding rail is set in continuous polylith large-scale suspention prefabricated components top surface, make template by sliding rail from the
One sections slides onto second section, by that analogy.Longitudinal direction is foldable to refer to that it is critical only that for multi-segmental gearing is set at template knuckle
The foldable rotation moving axis of similar hinge form is put, energy pivoting between plane template is made, to reach design template size.
Referring to Fig. 1 and Fig. 2, which specifically includes template and rotary shaft to the structure chart of this device, template by first side template,
Second side template and bottom surface template composition, first side template and second side template are respectively by rotary shaft and bottom surface template
Connection, makes first side template, second side template and bottom surface template be rotated around rotary shaft, first side template, second
Suspention tab is respectively equipped with the top of Side shuttering, in suspention tab, movable pulley is provided with, movable pulley is at the top of middle cross beam, binder
Sliding rail slide.Parallel to rotating shaft direction equipped with some to fasten between first side template and second side template
Template to pull bar.
The concrete operation method of this device is as follows, referring to Fig. 3：
(1). the wet installation for connecing section integral mold plate of multinode linkage type ring：
A. having carried out mounting slip track on Cast-in-Situ Segment middle cross beam, binder and the middle cross beam for having lifted, binder,
Using I-steel as sliding rail；
B. the preliminary Suspending fixation of template is carried out using the suspention tab of first side die head, in suspention tab
Movable pulley can slide along sliding rail, segmental construction be slid onto after finishing next sections it is wet connect section construction；
C. after the preliminary Suspending fixation of template is carried out using the suspention tab of first side die head, by the second side
Suspention tab and suspension traction tubing sections at the top of face die plate makes template fit with prefabricated subsection works, reaches template
Design form, requires to reinforce, locks template according to scheme, can casting concrete after passed examination；
(2). the wet section integral mold plate that connects of multinode linkage type ring is reinforced and is locked：
A. it is that the quality and size for guaranteeing model sheetinstallat meets design requirement, first has to enter two adjacent middle cross beams, binder
Row exact position is fixed, the state deviation caused under adjusting because suspending in midair naturally so as to be adjusted to design space coordinate and elevation, so
Outside middle cross beam, binder shaped steel and scaffolding steel pipe locking is adopted to buckle afterwards, it is ensured that two pieces of adjacent middle cross beams, binders are relatively steady
It is fixed；
B., after the preliminary installation of template, template physical dimension is checked, the sealing of calibration template size and template
Property, the suspention tab of fixed first side template and second side die head is installed to pull bar and is fastened；
(3). the wet section integral mold plate that connects of multinode linkage type ring is removed：
A. connect after section concrete pours and complete and conserve wet, go in form removal week and next wet connect section construction；
B. form removal first releases the suspention tab of second side die head, the second side of slow release to pull bar
Suspension traction rope at the top of face die plate, makes template fall because deadweight is slow, drops down onto below binder bottom, suspension traction up under
Rope moves the next section of wet suspention tab for connecing a section operating position, releasing first side die head to by middle cross beam bottom,
Adjustment sliding system, traction first side die head make template be slid onto next section and wet connect a section operating position.
Because template repeatedly need to be used in turn in this device, finish in each concreting and go to next section template week and wet connect
During section construction, rotary shaft need to be cleared up and brush lubricating oil, to ensure that rotary shaft is working properly, template not affected because of rotary shaft
Operating harmful effect design form.This device is applied to engineering middle cross beam, constructing tie beam, belongs to large-tonnage suspention in high-altitude waterborne and applies
Work, can with effectively solving operation platform and human users' platform the problems such as, be easy to operation, quality controllable, turnover is convenient.
Claims (5)
1. a kind of multinode linkage type ring is wet connects a section integral mold plate, including template and rotary shaft, it is characterised in that described template
It is made up of first side template, second side template and bottom surface template, first side template and second side template pass through respectively
Rotary shaft is connected with bottom surface template, first side template, second side template and bottom surface template is rotated around rotary shaft, the
Side face die plate, second side die head are respectively equipped with suspention tab, are provided with movable pulley, movable pulley edge in suspention tab
Sliding rail at the top of middle cross beam, binder slides.
2. a kind of multinode linkage type ring is wet as claimed in claim 1 connects a section integral mold plate, it is characterised in that described first
Between Side shuttering and second side template parallel to rotating shaft direction equipped with it is some to formboard fastening to pull bar.
3. the wet installation method for connecing section integral mold plate of a kind of multinode linkage type ring as claimed in claim 1, it is characterised in that
Concrete grammar is as follows：
A. mounting slip track on Cast-in-Situ Segment middle cross beam, binder and the middle cross beam for having lifted, binder is being carried out, is being adopted
I-steel is used as sliding rail；
B. first side template, second side die head are respectively equipped with suspention tab, are provided with movable pulley in suspention tab,
The preliminary Suspending fixation of template is carried out using the suspention tab of first side die head, the movable pulley suspended in midair in tab can
Slide along sliding rail and latched position, segmental construction is slid onto the wet of next sections and connects section construction after finishing；
C. after the preliminary Suspending fixation of template is carried out using the suspention tab of first side die head, by second side mould
The suspention tab and suspension traction tubing sections in top of the plate portion makes template fit with prefabricated subsection works, and reinforces, locks mould
Plate, can casting concrete after passed examination.
4. the wet installation method for connecing section integral mold plate of multinode linkage type ring as claimed in claim 3, it is characterised in that described
Method also include the wet reinforcing for connecing section integral mold plate of multinode linkage type ring and locking means：
A. be that the quality and size for guaranteeing model sheetinstallat meets design requirement, first have to essence be carried out to two adjacent middle cross beams, binder
Really position is fixed, the state deviation caused under adjusting because suspending in midair naturally so as to be adjusted to design space coordinate and elevation, Ran Hou
Shaped steel and scaffolding steel pipe locking is adopted to buckle outside middle cross beam, binder, it is ensured that two pieces of adjacent middle cross beams, binders are relatively stable；
B., after the preliminary installation of template, template physical dimension is checked, the sealing of calibration template size and template, Gu
Determine the suspention tab of first side template and second side die head, install to pull bar and fasten.
5. the wet installation method for connecing section integral mold plate of multinode linkage type ring as claimed in claim 3, it is characterised in that described
Method also include the wet method for dismounting for connecing section integral mold plate of multinode linkage type ring：
A. connect after section concrete pours and complete and conserve wet, go in form removal week and next wet connect section construction；
B. form removal first releases the suspention tab of second side die head, slow release second side mould to pull bar
The suspension traction rope in top of the plate portion, makes template fall because deadweight is slow, drops down onto below binder bottom, suspension traction rope up under
The next section of wet suspention tab for connecing a section operating position, releasing first side die head, adjustment are moved to by middle cross beam bottom
Sliding system, traction first side die head make template be slid onto next section and wet connect a section operating position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510626393.1A CN105178196B (en) | 2015-09-28 | 2015-09-28 | A kind of multinode linkage type ring is wet to connect section integral mold plate and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510626393.1A CN105178196B (en) | 2015-09-28 | 2015-09-28 | A kind of multinode linkage type ring is wet to connect section integral mold plate and method |
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| Publication Number | Publication Date |
|---|---|
| CN105178196A CN105178196A (en) | 2015-12-23 |
| CN105178196B true CN105178196B (en) | 2017-03-29 |
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| CN201510626393.1A Active CN105178196B (en) | 2015-09-28 | 2015-09-28 | A kind of multinode linkage type ring is wet to connect section integral mold plate and method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106836797A (en) * | 2017-02-18 | 2017-06-13 | 荆门创佳机械科技有限公司 | A kind of fast and easily side construction column template |
| CN113338168B (en) * | 2021-06-24 | 2023-01-10 | 中交二航局第四工程有限公司 | Hanging basket with high safety for cantilever beam construction |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
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| SU1717368A1 (en) * | 1990-06-27 | 1992-03-07 | В.В.Пушкарев, В.Я.Фофанов, ААДульзон и Ю.В.Максимов | Plant for manufacturing monolith volumetric products |
| CN2364076Y (en) * | 1999-04-21 | 2000-02-16 | 北京市第三市政工程公司构件厂 | Accessories of monolithic T-beam steel form for seal of mortar |
| CN101412262A (en) * | 2004-01-20 | 2009-04-22 | 邱则有 | Shuttering component mould |
| ES2330911B1 (en) * | 2008-02-01 | 2010-09-22 | Compact-Habit, S.L. | PROCEDURE AND INSTALLATION FOR THE MANUFACTURE OF PRISMATIC MODULAR ELEMENTS HOLLOW CONCRETE CONCRETE AND ELEMENT OBTAINED THROUGH THESE. |
| CN201669773U (en) * | 2010-05-04 | 2010-12-15 | 杨秋利 | Mobile T-beam and I-beam template system |
| CN102587295B (en) * | 2012-03-30 | 2014-06-11 | 中铁四局集团第一工程有限公司 | Under-supported basket form fine-adjustment system and under-supported basket form adjustment method |
| CN103074854B (en) * | 2013-01-23 | 2014-12-17 | 中交四航局第一工程有限公司 | Rear supporting point triangular bracket hanging basket and bridge construction method using same |
| CN103711065B (en) * | 2013-12-30 | 2015-11-18 | 江苏省交通科学研究院股份有限公司 | Cantilever construction Composite Steel-Concrete Bridges and construction method thereof |
| CN104674670A (en) * | 2015-03-03 | 2015-06-03 | 北京地圣科创建设工程有限公司 | Steel moulding plate with adjustable curvature for manufacturing curvilinear PSC (Pre-Stressed Concrete) beam and manufacturing method of beam |
| CN204959616U (en) * | 2015-09-28 | 2016-01-13 | 中铁上海工程局集团有限公司 | Wet whole template of section of connecing of multinode interlock formula ring |
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Address after: No.278, JIANGCHANG Third Road, Zhabei District, Shanghai 200436 Patentee after: SHANGHAI CIVIL ENGINEERING Co.,Ltd. OF CREC Patentee after: China Railway Municipal Environmental Construction Co.,Ltd. Address before: No.278, JIANGCHANG Third Road, Zhabei District, Shanghai 200436 Patentee before: SHANGHAI CIVIL ENGINEERING Co.,Ltd. OF CREC Patentee before: China Railway Shanghai Engineering Bureau Group Municipal Engineering Co.,Ltd. |