CN207660277U - A kind of self-propelled Overall Steel Formwork trolley for wall construction - Google Patents
A kind of self-propelled Overall Steel Formwork trolley for wall construction Download PDFInfo
- Publication number
- CN207660277U CN207660277U CN201721746917.1U CN201721746917U CN207660277U CN 207660277 U CN207660277 U CN 207660277U CN 201721746917 U CN201721746917 U CN 201721746917U CN 207660277 U CN207660277 U CN 207660277U
- Authority
- CN
- China
- Prior art keywords
- columns
- groups
- propelled
- column
- self
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 33
- 239000010959 steel Substances 0.000 title claims abstract description 33
- 238000010276 construction Methods 0.000 title claims abstract description 18
- 238000009415 formwork Methods 0.000 title claims abstract description 17
- 230000001105 regulatory effect Effects 0.000 claims abstract description 10
- 241000219122 Cucurbita Species 0.000 claims abstract description 4
- 235000009852 Cucurbita pepo Nutrition 0.000 claims abstract description 4
- 210000004258 portal system Anatomy 0.000 abstract description 2
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a kind of self-propelled Overall Steel Formwork trolleys for wall construction, include template system, portal frame system, running gear and regulating system；Portal frame system includes that there are two parallel bottom girder, multiple columns, multiple diagonal braces and a upper beams, multiple columns are divided into two groups, the bottom end of two groups of columns is fixedly connected with two bottom girders respectively, and the top of two groups of columns is fixedly connected with upper beam, and diagonal brace is connected between two adjacent columns；Template system is set between two groups of columns of portal frame system, and running gear is connected to the lower section of two bottom girders；Regulating system includes that multiple sides being connected between template system side and column adjust lead screw and are fixed on the top lifting cucurbit that on the bottom surface of upper beam and gourd hook is connect with template system top.The utility model portal frame system is convenient for moving integrally, the construction station that template system dislocation is needed；Template system is arranged and is connected in portal frame system by regulating system, connects fast and stable.
Description
Technical field
The utility model is related to wall construction field, specifically a kind of self-propelled Overall Steel Formwork platform for wall construction
Vehicle.
Background technology
Template used by traditional construction concrete wall is mainly plank sheathing, combined steel formwork, plastic formwork.Plank sheathing
Turnover rate is low, assembled inconvenient, and intensity is low, template assembly quality it is difficult to ensure that.Plastic formwork is fritter template, dismounts effect
It is low, while because form joint is excessive, concrete surface quality is also undesirable.Simultaneously because plank sheathing, plastic formwork self-strength
It is relatively low, a large amount of holders need to be set or to wearing pull rod, field labor intensity is big, wall water resistance it is difficult to ensure that.And combined steel
Plate is generally fixed, and moving to next station needs Large-scale Hoisting equipment, while to be both needed to demolition, installation again primary for displacement every time, assembled
It is cumbersome.
Utility model content
The technical problem to be solved by the present invention is to provide a kind of self-propelled Overall Steel Formwork platforms for wall construction
Vehicle, can be quickly by combined steel formwork dislocation construction station, and mounts and dismounts quick and easy.
The technical solution of the utility model is：
A kind of self-propelled Overall Steel Formwork trolley for wall construction includes template system, portal frame system, Running System
System and regulating system；The portal frame system includes that there are two the upper cross of parallel bottom girder, multiple columns, multiple diagonal braces and one
Beam, multiple columns are divided into two groups, and the bottom end of one group of column is fixedly connected with a bottom girder, and the bottom end of another group of column is equal
It is fixedly connected with another bottom girder, the top of two groups of columns is fixedly connected with upper beam, and the diagonal brace is connected to adjacent two
Between a column；The template system is set between two groups of columns of portal frame system；The running gear includes more
A traveling wheel, multiple traveling wheels are connected to the lower section of two bottom girders；The regulating system includes that multiple sides are adjusted
Lead screw and top lift cucurbit, multiple sides adjust lead screw be connected to template system side and corresponding column it
Between, top lifting cucurbit is fixed on the bottom surface of upper beam and the top of gourd hook and template system connects.
The template system include there are two vertical opposite steel facing, the secondary rib being connected on steel facing medial surface and
Main rib, the connecting plate being connected between two steel facings, and connecting plate is connected between the top of two steel facings and two steel
Between the bottom end of panel；The side adjusts lead screw and is connected between the lateral surface of steel facing and corresponding column.
The traveling wheel is electric walking wheel.
The top lifting cucurbit is bottle gouard moved by hands, and the branch towards template system is provided on the top of the column
Fagging.
In multiple diagonal braces, each two diagonal brace is one group, and two diagonal brace interconnections are X-shaped, the end of two diagonal braces
Portion is connected with corresponding column respectively, and one or more groups of diagonal braces are provided with from top to bottom between each two adjacent column.
The advantages of the utility model：
The utility model portal frame system bottom is provided with traveling wheel, and convenient for moving integrally, template system dislocation is needed
Construction station；Template system is set in portal frame system and is connect by regulating system with portal frame system, fast and stable is connected.
Description of the drawings
Fig. 1 is the front view of the utility model.
Fig. 2 is the side view of the utility model.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
See that Fig. 1 and Fig. 2, a kind of self-propelled Overall Steel Formwork trolley for wall construction include template system, door frame
System, running gear and regulating system；
Template system includes that there are two vertical opposite steel facing 11,12 and of secondary rib being connected on 11 medial surface of steel facing
Main rib 13, the connecting plate 14 being connected between two steel facings 11, and connecting plate 14 be connected to two steel facings 11 top it
Between between the bottom end of two steel facings 11；
Portal frame system includes that there are two parallel bottom girder 21, multiple columns 22, multiple diagonal braces 23 and 24 groups of a upper beams
At it is two groups that multiple columns 22, which are divided to, and the bottom end of one group of column 22 is fixedly connected with a bottom girder 21, the bottom end of another group of column 22
It is fixedly connected with another bottom girder 21, the top of two groups of columns 22 is fixedly connected with upper beam 24；In multiple diagonal braces 23, every two
A diagonal brace is one group, and two 23 interconnections of diagonal brace are X-shaped, and the end of two diagonal braces 23 is connected with corresponding column 22 respectively,
Two groups of diagonal braces 23 are provided between each two adjacent column 22 from top to bottom；Template system be set to two groups of portal frame system it is vertical
Between column 22；
Running gear includes multiple electric walking wheels 3, and multiple electric walking wheels 3 are connected under two bottom girders 21
Side；
Regulating system includes that multiple sides adjust lead screw 41 and top bottle gouard moved by hands 42, is provided on the top of column 22
Towards the support plate 43 of template system, construction personnel station is in support plate 43 for bottle gouard moved by hands 42 at the top of adjusting, multiple sides
It adjusts lead screw 41 to be connected between the lateral surface of steel facing 11 and corresponding column 22, top bottle gouard moved by hands 42 is fixed on
On the bottom surface of the crossbeam 24 and top of gourd hook and template system connects.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of self-propelled Overall Steel Formwork trolley for wall construction, it is characterised in that：Include template system, door frame system
System, running gear and regulating system；The portal frame system include there are two parallel bottom girder, multiple columns, multiple diagonal braces and
One upper beam, multiple columns are divided into two groups, and the bottom end of one group of column is fixedly connected with a bottom girder, another group of column
Bottom end be fixedly connected with another bottom girder, the top of two groups of columns is fixedly connected with upper beam, and the diagonal brace is connected to
Between two adjacent columns；The template system is set between two groups of columns of portal frame system；The running gear
Include multiple traveling wheels, multiple traveling wheels are connected to the lower section of two bottom girders；The regulating system includes multiple
Side adjusts lead screw and top lifts cucurbit, and multiple sides adjust lead screw and are connected to template system side and correspondence
Column between, the top lifting cucurbit be fixed on the bottom surface of upper beam and the top of gourd hook and template system connect
It connects.
2. a kind of self-propelled Overall Steel Formwork trolley for wall construction according to claim 1, it is characterised in that：Institute
The template system stated includes that there are two vertical opposite steel facing, the secondary rib being connected on steel facing medial surface and main rib, connections
Connecting plate between two steel facings, and connecting plate is connected between the top of two steel facings and the bottom end of two steel facings
Between；The side adjusts lead screw and is connected between the lateral surface of steel facing and corresponding column.
3. a kind of self-propelled Overall Steel Formwork trolley for wall construction according to claim 1, it is characterised in that：Institute
The traveling wheel stated is electric walking wheel.
4. a kind of self-propelled Overall Steel Formwork trolley for wall construction according to claim 1, it is characterised in that：Institute
The top lifting cucurbit stated is bottle gouard moved by hands, and the support plate towards template system is provided on the top of the column.
5. a kind of self-propelled Overall Steel Formwork trolley for wall construction according to claim 1, it is characterised in that：Institute
In the multiple diagonal braces stated, each two diagonal brace is one group, and two diagonal brace interconnections are X-shaped, the ends of two diagonal braces respectively with it is right
The column answered connects, and one or more groups of diagonal braces are provided with from top to bottom between each two adjacent column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721746917.1U CN207660277U (en) | 2017-12-14 | 2017-12-14 | A kind of self-propelled Overall Steel Formwork trolley for wall construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721746917.1U CN207660277U (en) | 2017-12-14 | 2017-12-14 | A kind of self-propelled Overall Steel Formwork trolley for wall construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207660277U true CN207660277U (en) | 2018-07-27 |
Family
ID=62941239
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721746917.1U Expired - Fee Related CN207660277U (en) | 2017-12-14 | 2017-12-14 | A kind of self-propelled Overall Steel Formwork trolley for wall construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207660277U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108952146A (en) * | 2018-08-23 | 2018-12-07 | 北京城建十六建筑工程有限责任公司 | Mobile device and removable wall form for wall form |
-
2017
- 2017-12-14 CN CN201721746917.1U patent/CN207660277U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108952146A (en) * | 2018-08-23 | 2018-12-07 | 北京城建十六建筑工程有限责任公司 | Mobile device and removable wall form for wall form |
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 | |
| CN103215894B (en) | Portable interim prestressed stretch-draw anchor block | |
| CN104532749A (en) | Support used for construction of upper beam of main tower of suspension bridge | |
| CN206205894U (en) | Monoblock type automatic telescopic Mobile reinforcement stand | |
| CN203834373U (en) | Lifting movement mold carriage trolley for box culvert side wall formwork | |
| CN207660277U (en) | A kind of self-propelled Overall Steel Formwork trolley for wall construction | |
| CN204753397U (en) | Temporary mounting hanger for steel box bridge | |
| CN104863374A (en) | Slip mechanism of long-span steel structure and slip method of same | |
| CN105544401A (en) | Overweight combined highway and railway bridge rigid suspending cable stiffened continuous steel trussed beam pushing device with stiffening string | |
| CN205874987U (en) | Simply put up bridge crane | |
| CN108252218A (en) | A kind of large span cable-carried arch bridge steel lagging jack external wrapping concrete bed die slide device | |
| CN103850185B (en) | A kind of many truss-likes supper wide type hanging basket for bridge construction | |
| CN106320190A (en) | Platform of bridge maintenance, consolidation and suspension construction | |
| CN211341685U (en) | Climbing frame convenient to build | |
| CN210217757U (en) | Overlength lining cutting platform truck | |
| CN210975555U (en) | Construction work platform | |
| CN209178832U (en) | Box beam external mold steel form | |
| CN203879021U (en) | Automatic ascending and descending type modular transferring platform | |
| CN106836770A (en) | Possesses the stable type scaffold of hydraulic pressure platform assistance for lifting | |
| CN204299592U (en) | A kind of tunnel invert construction monoblock type arc-shaped steel template | |
| CN203769283U (en) | Adaptive angle self-climbing construction platform | |
| CN112281774A (en) | Inverted arch finalized formwork system and construction method | |
| CN206090316U (en) | Little case roof beam adjustment jacking frame | |
| CN204299591U (en) | Monoblock type mould bases is used in tunnel invert construction | |
| CN208122243U (en) | A kind of main body steel construction decorative panel that bears down on one installs the operating platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180727 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |