CN205935643U - Outer wall is from climbing die carrier - Google Patents
Outer wall is from climbing die carrier Download PDFInfo
- Publication number
- CN205935643U CN205935643U CN201620813156.6U CN201620813156U CN205935643U CN 205935643 U CN205935643 U CN 205935643U CN 201620813156 U CN201620813156 U CN 201620813156U CN 205935643 U CN205935643 U CN 205935643U
- Authority
- CN
- China
- Prior art keywords
- guide rail
- wall
- hydraulic cylinder
- support bracket
- triangular support
- 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
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses an outer wall is from climbing die carrier, including guide rail, pneumatic cylinder, triangular supports frame and formwork support system, the guide rail includes two, the setting of two guide rail average levels, and hangs and to establish in the wall body outside with the aid of attaching the wall device, the quantity of pneumatic cylinder is the same with guide rail quantity, the tail end and the partial other fixed mounting switching -over box of its tailpiece of the piston rod of pneumatic cylinder, the quantity of triangular supports frame is the same with guide rail quantity, the switching -over box and the guide rail sliding fit of hydraulic cylinder piston rod tip, tail end of the hydraulic cylinder's switching -over box and triangular supports frame fixed connection, formwork support system fixed mounting puts up the top at triangular supports, through attaching the wall device at deposit concrete's outer wall externally mounted, to put up guide rail and triangular supports and attached wall device and wall connection, installation work platform and formwork support system on the triangular supports frame promote the triangular supports frame in turn through the pneumatic cylinder and realize climbing with the guide rail, reduce the hold facility cost, the improvement efficiency of construction.
Description
Technical field
This utility model is related to concrete wall placingJi Shu field, and more particularly, to a kind of exterior wall is from the mould bases that climbs.
Background technology
Concrete blinding is the constitution establishment making concrete formation.Its construction includes panel system and support system.Panel
System includes panel and the rib being contacted；Support system includes waling, support beam, support truss, cantilever beam, cantilever purlin
Frame, pillar, diagonal brace and tie rod etc..Early stage generally makes template with timber.After the 1950's, progressively develop into and adopt steel
Material, plywood, armored concrete, or the material mixing such as steel, wood, concrete uses.Also have to make with thin plate steel and have one
The shaping combined steel shuttering of certainty ratio modulus, is combined into respectively with adnexaes such as " u "-shaped card, " L " shape latch, gib headed bolt, butterfly fasteners
Plant the template of shape and different area.After 20 century 70s, sliding mode technology has large development.Can be significantly using sliding formwork
Save material and expense, significantly improve construction quality and speed of application.For this, not only adopt in civil buildings, in water
Also widely used sliding formwork in the construction of work building such as lock chamber, hole, Dun Qiang, pit shaft, tunnel, spillway, dam spillwag chute etc..
For skyscraper, its external wall construction is safely each side issues that need special attention, and current is most of high
Layer external wall concrete cast still adopts conventional shuttering supporting mode although setting bracket is with coagulation outside exterior wall
Soil is poured into a mould and is successively risen, and improves traditional scaffold construction cost height and the low problem of efficiency to a certain extent, but, bracket
Install loaded down with trivial details, generally require to be lifted by means of hoisting equipment such as tower cranes, efficiency still can not meet construction requirement, because
This, a kind of form bracing system that quickly can climb in high-rise outer wall work progress of exploitation is that asking of solution is badly in need of in this area
Topic.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of exterior wall from climbing mould bases, by poured into a mould mixed
Outside the exterior wall of solidifying soil, wall-attaching equipment is installed, guide rail and triangular support bracket are passed through wall-attaching equipment and wall connecting, gusseted
Installment work platform and form bracing system on frame, replace lifting triangular support bracket by hydraulic cylinder and guide rail are realized climbing, can
To step up form bracing system with concrete cast progress, without external equipment, reduce hold facility cost, carry
High efficiency of construction.
For solving above-mentioned technical problem, technical solution adopted in the utility model is：A kind of exterior wall is from the mould bases that climbs, bag
Include guide rail, hydraulic cylinder, triangular support bracket and form bracing system, described guide rail includes two, two guide rails be all horizontally disposed with and
It is hung on wall outer side by means of wall-attaching equipment, the quantity of described hydraulic cylinder is identical with guide rail quantity, and hydraulic cylinder is vertically installed, liquid
The tail end of cylinder pressure and its piston rod end fixedly mount Commutating box, the quantity of described triangular support bracket and guide rail quantity phase respectively
Together, the Commutating box in described hydraulic cylinder piston rod end portion and slide cooperation, the Commutating box of hydraulic cylinder tail end and triangular support bracket
It is fixedly connected, the described guide rail one side close with triangular support bracket is provided with stop block uniform along its length, described mould
Plate support system is fixedly mounted on gusseted top of the trellis, and form bracing system is used for moving forward and backward template, described gusseted
Middle deck and lower platform are installed by platform vertical rod in frame bottom, and described triangular support bracket top is installed by platform vertical rod
Portion's platform.
Described triangular support bracket includes horizontal beam, column and inclined support bar, and described horizontal beam sets perpendicular to metope to be cast
Put, described column is fixedly mounted on horizontal beam near metope one end to be cast, and described horizontal beam is near metope one end to be cast also
It is provided with the gib head for connecting wall-attaching equipment, the Commutating box being arranged on hydraulic cylinder tail end is fixedly mounted on below gib head, described vertical
Post lower end is symmetrically installed two carrying bolts, and the axis direction of two carrying bolts is parallel with crossbeam axial direction.
Described formwork bracing system includes quantity and guide rail quantity identical tripod, and often set tripod includes vertical supporting
Frame, brace and horizontally moving device, described horizontally moving device is fixedly mounted on the level of the triangular support bracket of correspondence position
Above beam, described horizontally moving device near the hinged vertical supporting frame in body of wall one end to be cast, in the middle part of vertical supporting frame and level
Mobile device other end installs brace.
Described horizontally moving device includes trocar sheath and inner sleeve, and trocar sheath and inner sleeve are square tube, trocar sheath and three
The horizontal beam of angle bracing frame is fixedly connected, and inner sleeve is sleeved on inside trocar sheath and is slidably matched with it, inner sleeve open end two
Side fixedly mounts two sets of rollers, and the horizontal beam of two sets of rollers and triangular support bracket rolls cooperation, and described trocar sheath tail end is installed and used
In the hydraulic cylinder driving inner sleeve axially-movable
Have the beneficial effects that using produced by technique scheme：By pouring into a mould peace outside the exterior wall of concrete
Dress wall-attaching equipment, guide rail and triangular support bracket are passed through wall-attaching equipment and wall connecting, installment work platform on triangular support bracket
And form bracing system, lifting triangular support bracket is replaced by hydraulic cylinder and guide rail is realized climbing, can pour into a mould with concrete
Progress steps up form bracing system, without external equipment, reduces hold facility cost, improves efficiency of construction.
Brief description
Fig. 1 is this utility model structural representation（State 1）；
Fig. 2 is this utility model structural representation（State 2）；
Fig. 3 is this utility model structural representation（State 3）；
Fig. 4 is this utility model structural representation（State 4）；
Fig. 5 is this utility model structural representation（State 5）；
Fig. 6 is triangular support bracket structural representation；
Fig. 7 is hook head structure schematic diagram；
Fig. 8 is form bracing system structural representation；
Fig. 9 is horizontally moving device structural representation；
In the accompanying drawings：1st, platform vertical rod；2nd, top platform；3rd, form bracing system；3-1, vertical supporting frame；3-2, oblique pull
Bar；3-3, horizontally moving device；3-3-1, trocar sheath；3-3-2, inner sleeve；4th, middle deck；5th, lower platform；6th, guide rail；7、
Bottom wall-attaching equipment；8th, hydraulic cylinder；9th, top wall-attaching equipment；10th, template；11st, triangular support bracket；11-1, horizontal beam；11-2、
Inclined support bar；11-3, carrying bolt；11-4, column；11-5, gib head；12nd, reinforcing bar.
Specific embodiment
With reference to the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out clearly
Chu, it is fully described by it is clear that described embodiment is only a part of embodiment of the present utility model, rather than whole
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under the premise of making creative work
The every other embodiment being obtained, broadly falls into the scope of this utility model protection.
Elaborate a lot of details in the following description in order to fully understand this utility model, but this practicality is new
Type can also be different from alternate manner described here to implement using other, and those skilled in the art can be without prejudice to this reality
With doing similar popularization in the case of new intension, therefore this utility model is not limited by following public specific embodiment.
As shown in figure 1, the utility model discloses a kind of exterior wall, from the mould bases that climbs, props up including guide rail 6, hydraulic cylinder 8, triangle
Support 11 and form bracing system 3, guide rail 6 includes two, and two guide rails 6 are all horizontally disposed with and are hung by means of wall-attaching equipment
In wall outer side, the quantity of hydraulic cylinder 8 is identical with guide rail 6 quantity, and hydraulic cylinder 8 is vertically installed, the tail end of hydraulic cylinder 8 and its piston
Boom end fixedly mounts Commutating box respectively, and the quantity of triangular support bracket 11 is identical with guide rail 6 quantity, hydraulic cylinder 8 piston rod end
Commutating box be slidably matched with guide rail 6, the Commutating box of hydraulic cylinder 8 tail end is fixedly connected with triangular support bracket 11, guide rail 6 and triangle
The close one side of bracing frame 11 is provided with stop block uniform along its length, and form bracing system 3 is fixedly mounted on triangle
Bracing frame 11 top, form bracing system 3 is used for moving forward and backward template, and triangular support bracket 11 bottom is installed by platform vertical rod 1
Middle deck 4 and lower platform 5, upper brace 2 is installed by platform vertical rod 1 in triangular support bracket 11 top, by pouring
Outside the exterior wall of note concrete, wall-attaching equipment is installed, guide rail and triangular support bracket are passed through wall-attaching equipment and wall connecting, triangle
Installment work platform and form bracing system on bracing frame, replace lifting triangular support bracket by hydraulic cylinder and guide rail are realized climbing
Rise, form bracing system can be stepped up with concrete cast progress, without external equipment, reduce hold facility and become
This, improve efficiency of construction.
Triangular support bracket 11（Referring to accompanying drawing 6-7）Including horizontal beam 11-1, column 11-4 and inclined support bar 11-2, horizontal beam
11-1 is arranged perpendicular to metope to be cast, and column 11-4 is fixedly mounted on horizontal beam 11-1 near metope one end to be cast, level
Beam 11-1 is additionally provided with the gib head 11-5 for connecting wall-attaching equipment near metope one end to be cast, is arranged on hydraulic cylinder 8 tail end
Commutating box is fixedly mounted on below gib head 11-5, and column 11-4 lower end is symmetrically installed two carrying bolt 11-3, two support spiral shells
The axis direction of bolt 11-3 is parallel with crossbeam axial direction, and triangular support bracket is as the integrally-built critical support of this utility model
Part, horizontal beam front end connects wall-attaching equipment by means of gib head, and wall-attaching equipment can be divided into wall-attaching equipment 9 and lower wall-attaching equipment 7,
With regard to wall-attaching equipment is relative concept up and down, and the lower attached wall as subsequent processing is filled by the upper wall-attaching equipment of a upper operation
Put, in a concrete cast circulation, upper wall-attaching equipment is used for hanging triangular support bracket, and the column lower end of triangular support bracket sets
Two carrying bolts put are supported on lower wall body surface, and wall-attaching equipment is to be arranged in walls concrete by pre-embedded bolt,
Repeatable recycling, sets up upper brace, middle deck and lower platform for operator on the basis of triangular support bracket
Member stands.
Formwork bracing system（Referring to accompanying drawing 8）Including quantity and guide rail 6 quantity identical tripod, often cover tripod and include
Vertical supporting frame 3-1, brace 3-2 and horizontally moving device 3-3, horizontally moving device 3-3 is fixedly mounted on correspondence position
Above the horizontal beam 11-1 of triangular support bracket 11, horizontally moving device 3-3 is near the hinged vertical supporting frame in body of wall one end to be cast
3-1, installs brace 3-2 with horizontally moving device 3-3 other end in the middle part of vertical supporting frame 3-1, formwork bracing system is used for
Metope template is installed, completing the cast of concrete, and template 10 is moved rearwards by after reaching some strength, completes next steel
Again that template is in place forward after muscle 12 colligation, convenient operation.
Horizontally moving device 3-3（Referring to accompanying drawing 9）Including trocar sheath 3-3-1 and inner sleeve 3-3-2, trocar sheath 3-3-1 with
Inner sleeve 3-3-2 is square tube, and trocar sheath 3-3-1 is fixedly connected with the horizontal beam 11-1 of triangular support bracket 11, inner sleeve 3-3-2
It is sleeved on inside trocar sheath 3-3-1 and be slidably matched with it, two sets of rollers of inner sleeve 3-3-2 open end both sides fixed installation, two
Set roller rolls cooperation with the horizontal beam 11-1 of triangular support bracket 11, and trocar sheath 3-3-1 tail end is installed for driving inner sleeve 3-
The hydraulic cylinder 8 of 3-2 axially-movable, the effect of horizontally moving device be before concrete is poured into a mould and when concrete cast to
Front and be moved rearwards by template, and hold out against template when pouring into a mould concrete.
In a word, this utility model discloses a kind of exterior wall from the mould bases that climbs, and it enters as steps described below when using
OK, pre-buried wall-attaching equipment first in one end concrete walls body poured into a mould in advance, reaches triangle after some strength after concrete
Bracing frame and track and the platform set up are hung in wall-attaching equipment（Referring to accompanying drawing 1）, make template holding shape backward simultaneously
State, then, the reinforcing bar of colligation body of wall to be cast（Referring to accompanying drawing 2）, the Commutating box at adjustment hydraulic cylinder two ends, start Hydraulic Station, make
Hydraulic cylinder extension moves, and unclamps the connection of guide rail lower end and wall-attaching equipment, is lifted up guide rail in the presence of hydraulic cylinder, when
When guide rail lower end fixed position is corresponding with upper wall-attaching equipment, lock guide rail and upper wall-attaching equipment（Referring to accompanying drawing 3）, adjust hydraulic pressure
The Commutating box at cylinder two ends, and driving hydraulic cylinder is flexible, steps up triangular support bracket and platform, directly during hydraulic cylinder extension
Reach predetermined altitude to template（Referring to accompanying drawing 4）, triangular support bracket and guide rail are fixed, and mould are driven by horizontally moving device
Plate is in place forward（Referring to accompanying drawing 5）, after guaranteeing that other direction template supportings finish, carry out concrete cast, treat that concrete reaches
To after some strength, the step of repetition accompanying drawing 1- accompanying drawing 5, circulation successively completes exterior wall concrete cast.
Claims (4)
1. a kind of exterior wall from climb mould bases it is characterised in that：Including guide rail（6）, hydraulic cylinder（8）, triangular support bracket（11）And mould
Plate support system（3）, described guide rail（6）Including two, two guide rails（6）All it is horizontally disposed with and hung by means of wall-attaching equipment
In wall outer side, described hydraulic cylinder（8）Quantity and guide rail（6）Quantity is identical, hydraulic cylinder（8）Vertical installation, hydraulic cylinder（8）'s
Tail end and its piston rod end fixedly mount Commutating box respectively, described triangular support bracket（11）Quantity and guide rail（6）Quantity phase
With described hydraulic cylinder（8）The Commutating box of piston rod end and guide rail（6）It is slidably matched, hydraulic cylinder（8）The Commutating box of tail end and three
Angle bracing frame（11）It is fixedly connected, described guide rail（6）With triangular support bracket（11）Close one side is provided with along its length
Uniform stop block, described form bracing system（3）It is fixedly mounted on triangular support bracket（11）Top, form bracing system（3）
For moving forward and backward template, described triangular support bracket（11）Platform vertical rod is passed through in bottom（1）Middle deck is installed（4）And lower flat
Platform（5）, described triangular support bracket（11）Platform vertical rod is passed through on top（1）Upper brace is installed（2）.
2. exterior wall according to claim 1 from climb mould bases it is characterised in that：Described triangular support bracket（11）Including level
Beam（11-1）, column（11-4）And inclined support bar（11-2）, described horizontal beam（11-1）Perpendicular to metope to be cast setting, described
Column（11-4）It is fixedly mounted on horizontal beam（11-1）Near metope one end to be cast, described horizontal beam（11-1）Near to be cast
Metope one end is additionally provided with the gib head for connecting wall-attaching equipment（11-5）, it is arranged on hydraulic cylinder（8）The fixing peace of the Commutating box of tail end
It is contained in gib head（11-5）Lower section, described column（11-4）Lower end is symmetrically installed two carrying bolts（11-3）, two carrying bolts
（11-3）Axis direction parallel with crossbeam axial direction.
3. exterior wall according to claim 2 from climb mould bases it is characterised in that：Described formwork bracing system include quantity with
Guide rail（6）Quantity identical tripod, often covers tripod and includes vertical supporting frame（3-1）, brace（3-2）With move horizontally dress
Put（3-3）, described horizontally moving device（3-3）It is fixedly mounted on the triangular support bracket of correspondence position（11）Horizontal beam（11-1）
Top, described horizontally moving device（3-3）Near the hinged vertical supporting frame in body of wall one end to be cast（3-1）, vertical supporting frame（3-
1）Middle part and horizontally moving device（3-3）Other end installs brace（3-2）.
4. exterior wall according to claim 3 from climb mould bases it is characterised in that：Described horizontally moving device（3-3）Including
Trocar sheath（3-3-1）And inner sleeve（3-3-2）, trocar sheath（3-3-1）With inner sleeve（3-3-2）It is square tube, trocar sheath（3-3-
1）With triangular support bracket（11）Horizontal beam（11-1）It is fixedly connected, inner sleeve（3-3-2）It is sleeved on trocar sheath（3-3-1）Interior
Side and being slidably matched with it, inner sleeve（3-3-2）Open end both sides fixedly mount two sets of rollers, two sets of rollers and gusseted
Frame（11）Horizontal beam（11-1）Roll cooperation, described trocar sheath（3-3-1）Tail end is installed for driving inner sleeve（3-3-2）Axle
Hydraulic cylinder to motion（8）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620813156.6U CN205935643U (en) | 2016-07-30 | 2016-07-30 | Outer wall is from climbing die carrier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620813156.6U CN205935643U (en) | 2016-07-30 | 2016-07-30 | Outer wall is from climbing die carrier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205935643U true CN205935643U (en) | 2017-02-08 |
Family
ID=57924653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620813156.6U Expired - Fee Related CN205935643U (en) | 2016-07-30 | 2016-07-30 | Outer wall is from climbing die carrier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205935643U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107542263A (en) * | 2017-09-08 | 2018-01-05 | 中国建筑第七工程局有限公司 | Climb mould exterior sheathing support platform |
| CN111021716A (en) * | 2019-04-17 | 2020-04-17 | 安徽省中功立业建设工程有限责任公司 | Formwork lifting system for building |
| CN111470265A (en) * | 2020-04-29 | 2020-07-31 | 郑州亚瑟智能科技有限公司 | Automatic loading stair climbing carrier |
-
2016
- 2016-07-30 CN CN201620813156.6U patent/CN205935643U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107542263A (en) * | 2017-09-08 | 2018-01-05 | 中国建筑第七工程局有限公司 | Climb mould exterior sheathing support platform |
| CN111021716A (en) * | 2019-04-17 | 2020-04-17 | 安徽省中功立业建设工程有限责任公司 | Formwork lifting system for building |
| CN111470265A (en) * | 2020-04-29 | 2020-07-31 | 郑州亚瑟智能科技有限公司 | Automatic loading stair climbing carrier |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106677211B (en) | Early-dismantling assembly type pipe gallery aluminum mould trolley system for integrally casting wall and top plate and construction method thereof | |
| CN105736016B (en) | Tunnel double-lining framework of steel reinforcement construction equipment and its application | |
| CN201826525U (en) | Climbing shuttering system device for buildings | |
| CN205935643U (en) | Outer wall is from climbing die carrier | |
| CN211421173U (en) | Multi-cabin comprehensive pipe gallery pull-rod-free template supporting system | |
| CN202596743U (en) | Formwork trolley for underground tunnel pull-rod-free side wall construction | |
| CN113235472A (en) | Concrete placement platform truck is contained to apron | |
| CN108252504A (en) | Tube shear wall concrete structure large form hoisting type construction method and constructing device | |
| CN107419746A (en) | A kind of mobile formwork system and its construction method | |
| CN106223983A (en) | A kind of diversion tunnel inclined shaft, flat section tunneling boring primary steel mould trolley | |
| CN210659228U (en) | Movable single-side formwork system for subway construction | |
| CN205578009U (en) | Two lined steel bones RACK in tunnel equipment of being under construction | |
| CN214993219U (en) | Concrete placement platform truck is contained to apron | |
| CN102268858A (en) | Cradle for suspension pouring of arch-type bridge | |
| CN109869153A (en) | The whole of rapid construction vertical shaft lining cutting promotes cantilever form device and construction method | |
| CN1048065C (en) | Method and equipment for construction of concrete cylinder | |
| CN208870380U (en) | Mobile device and removable wall form for wall form | |
| CN209082534U (en) | Hanging operating platform sets up device in a kind of more piece open caisson | |
| CN115110765B (en) | Construction method and device for shear wall at deformation joint | |
| CN110552346A (en) | Double-spraying double-shaft oblique cement-soil stirring and profile steel inserting integrated construction method and equipment | |
| CN110700418A (en) | Construction process for mounting laminated slab by matching laminated slab mounting trolley with tower crane | |
| CN114908684A (en) | Construction method of suspended casting box girder cradle method | |
| CN201943350U (en) | Supporting steel frame for die holder of high-altitude large span overhanging structure | |
| CN210975799U (en) | Double-spraying double-shaft oblique cement-soil stirring and profile steel inserting integrated equipment | |
| CN210256628U (en) | Self-adaptive outer mold system for prefabricating concrete |
Legal Events
| 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: 20170208 Termination date: 20190730 |