CN109052138A - Bidirectional movable template handling apparatus and its construction method - Google Patents
Bidirectional movable template handling apparatus and its construction method Download PDFInfo
- Publication number
- CN109052138A CN109052138A CN201810657482.6A CN201810657482A CN109052138A CN 109052138 A CN109052138 A CN 109052138A CN 201810657482 A CN201810657482 A CN 201810657482A CN 109052138 A CN109052138 A CN 109052138A
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- China
- Prior art keywords
- template
- suspension centre
- lifting
- centre beam
- landing
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- 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.)
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
Abstract
The present invention relates to a kind of Bidirectional movable template handling apparatus and its construction methods, Bidirectional movable template handling apparatus of the invention, by being equipped with rack-track on the landing beam that steel platform mould bases is equipped, and orthogonal overlapping arranges template suspension centre beam above landing beam, the template suspension centre beam being located above is slidably connected with underlying landing beam, equally rack-track and lifting-point device are equipped on template suspension centre beam, template suspension centre beam can be translated along the length direction of landing beam, template is suspended to below template suspension centre beam by lifting-point device and is slidably connected with template suspension centre beam, to which template can move under the action of lifting-point device along template suspension centre beam, form the template handling apparatus for capableing of way moving.The use of the Bidirectional movable template handling apparatus can be adjusted the position in template installation process at any time, reduce influencing each other in template lifting process, improve template installation accuracy.
Description
Technical field
The invention belongs to technical field of building construction, and in particular to a kind of Bidirectional movable template handling apparatus and its apply
Work method is applied to Super High project construction mould bases and equips.
Background technique
Currently, the construction of Core Walls Structure is frequently with Integral type hydraulic lifting steel platform mould bases in super high-rise building building course
Equipment.Wherein, the promotion of template is carried out by means of steel platform cope plate suspension centre beam.This Form beam is to be held on steel platform crossbeam
On, both ends have platform cover board to limit it.Movable hanging ring is housed, template suspension centre passes through chain block on template suspension centre beam
It is installed on hanging ring.
However, aforementioned template suspension centre girder construction form is simple, it is merely capable of before template handling carrying out hanging ring manually along flat
Platform crossbeam carries out mobile or hanging ring and is moved along template suspension centre beam.Template needs to carry out two in promotion and clamping process
The movement and adjustment in direction.But during template handling, i.e., template suspension thereon when, aforementioned template suspension centre beam can not adjust and
It can not automatic operation.
Summary of the invention
The purpose of the present invention is to provide a kind of Bidirectional movable template handling apparatus and its construction methods, for solving
Existing steel platform template suspension centre beam template promoted and clamping process in can not adjust and can not automatic operation the problem of.This
The Bidirectional movable template handling apparatus provided is provided, in template promotion and clamping process, can be filled by Electronic control
It sets and the position of template suspension centre is adjusted in time, reduce construction personnel's workload, reduce difficulty of construction, improve construction efficiency.
In order to solve the above technical problems, technical scheme is as follows:
A kind of Bidirectional movable template handling apparatus, is held on steel platform mould bases, it includes: orthogonal overlapping arrangement
Landing beam group and template suspension centre beam group, the landing beam group are a pair of landing beam disposed in parallel, and the template suspension centre beam group is
A pair of template suspension centre beam disposed in parallel, the landing beam are equipped with rack-track, and template suspension centre beam is equipped with mutually matched tooth
Track and lifting-point device, the template suspension centre beam being located above are slidably connected by connection gear and underlying landing beam,
The template suspension centre beam can be translated along the landing beam group in the length direction of the landing beam group, and template is hung by described
Point device is suspended to below the template suspension centre beam and is slidably connected with template suspension centre beam, and the template can be in lifting-point device
It is moved under effect along the template suspension centre beam.
Compared with prior art, the present invention is beneficial has the technical effect that
(1) Bidirectional movable template handling apparatus of the invention, by matching on the landing beam that steel platform mould bases is equipped
Setting rack-track and connection gear are closed, and orthogonal overlapping arranges template suspension centre beam, the template being located above above landing beam
Suspension centre beam is slidably connected by connection gear and underlying landing beam, while being equipped with rack rail on template suspension centre beam
Road and lifting-point device, template suspension centre beam can be translated along the length direction of landing beam, and template is suspended to mould by lifting-point device
It is slidably connected below plate suspension centre beam and with template suspension centre beam, so that template can be under the action of lifting-point device along template suspension centre
Beam is mobile, forms the template handling apparatus for capableing of way moving.The use of the Bidirectional movable template handling apparatus can
To be adjusted at any time to the position in template installation process, influencing each other in template lifting process is reduced, template is improved
Installation accuracy.
(2) construction method of Bidirectional movable template handling apparatus of the invention, in template promotion and clamping process,
It can be adjusted in time by position of the electric controller to template suspension centre, reduce construction personnel's workload, reduce construction
Difficulty improves construction efficiency, has preferably promotional value.
Further, the lifting-point device includes gear linkage and electric device, the gear linkage bottom end and institute
It states rack-track to match, the gear linkage can be under the driving of the electric device along rack-track free skating
It moves.It is adjusted in time by position of the electric device to template suspension centre, it is possible to reduce construction personnel's workload improves construction effect
Rate.
Further, the electric device is fixedly connected with the side wall of the gear linkage.Due to template suspension centre beam position
Right above landing beam, and the two is slidably connected by connection gear realization, therefore to facilitate installation, is selected electric device
It is installed on the side wall of gear linkage.
Further, the landing beam both ends are respectively equipped with limiting device, to control the maximum displacement of template suspension centre beam.For
The displacement of control template suspension centre beam, prevents the template suspension centre beam to be detached from the gear track of its landing beam, distinguishes at landing beam both ends
Lifting-point device thereon is limited equipped with limiting device, to further realize to the template being fixedly connected with lifting-point device
The limit of suspension centre beam.
Applying for template handling is carried out using Bidirectional movable template handling apparatus above-mentioned the present invention also provides a kind of
Work method, the construction method include the following steps:
Step 1: rack-track is fixedly mounted on the landing beam of steel platform mould bases equipment, and it is equipped with connection gear,
It is fixedly connected with template suspension centre beam on connection gear top, so that the orthogonal overlapping of template suspension centre beam is arranged in above the landing beam,
Rack-track and lifting-point device are equipped on the template suspension centre beam；
Step 2: lifting template to the lifting-point device of template suspension centre beam at, and by the suspension centre of template by electric block with
The hanging ring connection of lifting-point device in template suspension centre beam；
It is required Step 3: being installed and being molded according to template, adjusts template position at any time, until completing molding construction.
Further, the landing beam both ends are respectively equipped with limiting device, to control the maximum displacement of template suspension centre beam.
Detailed description of the invention
A kind of Bidirectional movable template handling apparatus of the present invention and its construction method by embodiment below and
Attached drawing provides.
Fig. 1 is the structural schematic diagram of Bidirectional movable template handling apparatus in one embodiment of the invention；
Fig. 2 is the top view of Bidirectional movable template handling apparatus in one embodiment of the invention；
Fig. 3 is the front view of Bidirectional movable template handling apparatus in one embodiment of the invention；
Fig. 4 is the left view of Bidirectional movable template handling apparatus in one embodiment of the invention；
Fig. 5 is the scheme of installation of Bidirectional movable template handling apparatus in one embodiment of the invention；
Fig. 6 is the portion the A enlarged drawing of Fig. 5.
In figure:
10- landing beam；20- template suspension centre beam；30- rack-track；40- lifting-point device, the connection of 41- gear
Part, 42- electric device；50- template；60- steel platform mould bases.
Specific embodiment
It to Bidirectional movable template handling apparatus proposed by the present invention and its is applied below in conjunction with the drawings and specific embodiments
Work method is described in further detail.According to following explanation and claims, advantages and features of the invention will be become apparent from.It needs
Illustrate, attached drawing is all made of very simplified form and using non-accurate ratio, only to convenient, lucidly auxiliary is said
The purpose of the bright embodiment of the present invention.For sake of convenience, "upper" described below, "lower" are consistent with the upper and lower direction of attached drawing,
But this can't be the limitation of technical solution of the present invention.
Embodiment one
Below with reference to the structure composition of Fig. 1 to Fig. 6 Bidirectional movable template handling apparatus that the present invention will be described in detail.
A kind of Bidirectional movable template handling apparatus, is held on steel platform mould bases 60, it includes: orthogonal overlapping arrangement
Landing beam group and template suspension centre beam group, landing beam group is a pair of landing beam 10 disposed in parallel, which is steel platform
The top beam of mould bases equipment, template suspension centre beam group are a pair of template suspension centre beam 20 disposed in parallel, and landing beam 10 is equipped with rack rail
Road and connection gear, template suspension centre beam 20 are equipped with mutually matched rack-track 30 and lifting-point device 40, the mould being located above
Plate suspension centre beam 20 is slidably connected by connection gear with underlying landing beam 10, and template suspension centre beam 20 can be along landing beam
Group is translated in the length direction of landing beam group, and template 50 is suspended to 20 lower section of template suspension centre beam and and template by lifting-point device 40
Suspension centre beam 20 is slidably connected, and template 50 can move under the action of lifting-point device 40 along template suspension centre beam 20.
Specifically, Bidirectional movable template handling apparatus of the invention, passes through the platform equipped in steel platform mould bases
Track rack gear 30 and connection gear are set on beam 10, and orthogonal overlapping arranges template suspension centre beam 20 above landing beam 10, is located at
The template suspension centre beam 20 of top is slidably connected by connection gear with underlying landing beam 10, while in template suspension centre beam 20
On be equipped with rack-track 30 and lifting-point device 40, template suspension centre beam 20 can be translated along the length direction of landing beam 10,
Template 50 is suspended to 20 lower section of template suspension centre beam by lifting-point device 40 and is slidably connected with template suspension centre beam 20, thus template 50
It can be moved under the action of lifting-point device 40 along template suspension centre beam 20, form the template handling dress for capableing of way moving
It sets.It is adjusted, is reduced mutual in 50 lifting process of template in time by position of the electric controller to template suspension centre
It influences, improves 50 installation accuracy of template, in addition, also reducing construction personnel's workload, reduce difficulty of construction, improve construction effect
Rate.
In the present embodiment, it is highly preferred that lifting-point device 40 includes gear linkage 41 and electric device 42, gear connection
41 bottom end of part and rack-track 30 match, and gear linkage 41 can be under the driving of electric device 42 along rack-track 30
Freely slide.It is adjusted in time by position of the electric device to template suspension centre, it is possible to reduce construction personnel's workload improves
Construction efficiency.
In the present embodiment, it is highly preferred that electric device 42 is fixedly connected with the side wall of gear linkage 41.Due to template
Suspension centre beam 20 is located at right above landing beam 10, and the two is slidably connected by the realization of lifting-point device 40, therefore to facilitate installation,
Electric device 42 is installed on the side wall of gear linkage 41 by selection.
In the present embodiment, it is highly preferred that 10 both ends of landing beam are respectively equipped with limiting device (not shown), to control template
The maximum displacement of suspension centre beam 20.In order to control the displacement of template suspension centre beam 20, template suspension centre beam 20 is prevented to be detached from its landing beam 10
Gear track, be respectively equipped with limiting device at 10 both ends of landing beam and lifting-point device 40 thereon limited, thus into one
Step realizes the limit to the template suspension centre beam 20 being fixedly connected with lifting-point device 40.
Applying for template handling is carried out using Bidirectional movable template handling apparatus above-mentioned the present invention also provides a kind of
Work method, the construction method include the following steps:
Step 1: rack-track 30 is fixedly mounted on the landing beam 10 of steel platform mould bases equipment, and it is equipped with connection
Gear is fixedly connected with template suspension centre beam 20 on connection gear top, so that the orthogonal overlapping of template suspension centre beam 20 is arranged in landing beam
Above 10, rack-track 30 and lifting-point device 40 are equipped on template suspension centre beam 20；
Step 2: at lifting template 50 to the lifting-point device 40 of template suspension centre beam 20, and the suspension centre of template 50 is passed through into electricity
Dynamic cucurbit connect with the hanging ring of lifting-point device 40 in template suspension centre beam 20；
It is required Step 3: being installed and being molded according to template, adjusts 50 position of template at any time, until completing molding construction.
In the present embodiment, it is highly preferred that 10 both ends of landing beam are respectively equipped with limiting device, to control template suspension centre beam 20
Maximum displacement.
Foregoing description is only the description to present pre-ferred embodiments, not to any restriction of the scope of the invention, this hair
Any change, the modification that the those of ordinary skill in bright field does according to the disclosure above content, belong to the protection of claims
Range.
Claims (6)
1. a kind of Bidirectional movable template handling apparatus, is held on steel platform mould bases, which is characterized in that it includes:
The landing beam group and template suspension centre beam group of orthogonal overlapping arrangement, the landing beam group are a pair of landing beam disposed in parallel,
The template suspension centre beam group is a pair of template suspension centre beam disposed in parallel, and the landing beam is equipped with rack-track, template suspension centre beam
It is equipped with mutually matched rack-track and lifting-point device, the template suspension centre beam being located above passes through connection gear and is located below
Landing beam be slidably connected, the template suspension centre beam can be flat in the length direction of the landing beam group along the landing beam group
It moves, template is suspended to below the template suspension centre beam by the lifting-point device and is slidably connected with template suspension centre beam, the mould
Plate can move under the action of lifting-point device along the template suspension centre beam.
2. Bidirectional movable template handling apparatus as described in claim 1, which is characterized in that the lifting-point device includes tooth
Wheel connector and electric device, the gear linkage bottom end and the rack-track match, and the gear linkage can
It is freely slid under the driving of the electric device along rack-track.
3. Bidirectional movable template handling apparatus as described in claim 1, which is characterized in that the electric device with it is described
The side wall of gear linkage is fixedly connected.
4. Bidirectional movable template handling apparatus as described in claim 1, which is characterized in that the landing beam both ends difference
Equipped with limiting device, to control the maximum displacement of template suspension centre beam.
5. a kind of carry out template handling using the described in any item Bidirectional movable template handling apparatus of such as Claims 1-4
Construction method, which comprises the steps of:
Step 1: rack-track is fixedly mounted on the landing beam of steel platform mould bases equipment, and it is equipped with connection gear, even
It connects gear top and is fixedly connected with template suspension centre beam, so that the orthogonal overlapping of template suspension centre beam is arranged in above the landing beam, it is described
Rack-track and lifting-point device are equipped on template suspension centre beam；
Step 2: at lifting template to the lifting-point device of template suspension centre beam, and the suspension centre of template is passed through into electric block and template
The hanging ring connection of lifting-point device in suspension centre beam；
It is required Step 3: being installed and being molded according to template, adjusts template position at any time, until completing molding construction.
6. construction method as claimed in claim 5, which is characterized in that the landing beam both ends are respectively equipped with limiting device, with
Control the maximum displacement of template suspension centre beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810657482.6A CN109052138A (en) | 2018-06-25 | 2018-06-25 | Bidirectional movable template handling apparatus and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810657482.6A CN109052138A (en) | 2018-06-25 | 2018-06-25 | Bidirectional movable template handling apparatus and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109052138A true CN109052138A (en) | 2018-12-21 |
Family
ID=64820968
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810657482.6A Pending CN109052138A (en) | 2018-06-25 | 2018-06-25 | Bidirectional movable template handling apparatus and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109052138A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110259074A (en) * | 2019-06-13 | 2019-09-20 | 北京交通大学 | The maintenance device in building pavilion |
| CN110863648A (en) * | 2019-12-09 | 2020-03-06 | 中建七局第四建筑有限公司 | Super high-rise construction platform steel frame plank sheathing suspension |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010100374A (en) * | 2008-10-22 | 2010-05-06 | Hara Tekkosho:Kk | Suspension device |
| CN204662273U (en) * | 2015-05-15 | 2015-09-23 | 中铁二局股份有限公司 | A kind of packaged type continuous beam closure section construction mould |
| CN105970814A (en) * | 2016-05-20 | 2016-09-28 | 中建三局基础设施工程有限公司 | Construction method of existing railway line-spanned swing bridge closure segment |
| CN107178211A (en) * | 2017-06-05 | 2017-09-19 | 中国建筑第八工程局有限公司 | The purlin crane system of Steel Structure Installation |
-
2018
- 2018-06-25 CN CN201810657482.6A patent/CN109052138A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010100374A (en) * | 2008-10-22 | 2010-05-06 | Hara Tekkosho:Kk | Suspension device |
| CN204662273U (en) * | 2015-05-15 | 2015-09-23 | 中铁二局股份有限公司 | A kind of packaged type continuous beam closure section construction mould |
| CN105970814A (en) * | 2016-05-20 | 2016-09-28 | 中建三局基础设施工程有限公司 | Construction method of existing railway line-spanned swing bridge closure segment |
| CN107178211A (en) * | 2017-06-05 | 2017-09-19 | 中国建筑第八工程局有限公司 | The purlin crane system of Steel Structure Installation |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110259074A (en) * | 2019-06-13 | 2019-09-20 | 北京交通大学 | The maintenance device in building pavilion |
| CN110863648A (en) * | 2019-12-09 | 2020-03-06 | 中建七局第四建筑有限公司 | Super high-rise construction platform steel frame plank sheathing suspension |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20200818 Address after: 200120 Pudong New Area, Shanghai, China (Shanghai) free trade pilot area 33 Fukuyama Road Applicant after: SHANGHAI CONSTRUCTION GROUP Co.,Ltd. Applicant after: SHANGHAI CONSTRUCTION EQUIPMENT ENGINEERING Co.,Ltd. Address before: 200120 Pudong New Area, Shanghai, China (Shanghai) free trade pilot area 33 Fukuyama Road Applicant before: SHANGHAI CONSTRUCTION GROUP Co.,Ltd. |
|
| TA01 | Transfer of patent application right | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181221 |
|
| RJ01 | Rejection of invention patent application after publication |