CN206205452U - A kind of telescopic bulk concrete pours regularization operating platform - Google Patents
A kind of telescopic bulk concrete pours regularization operating platform Download PDFInfo
- Publication number
- CN206205452U CN206205452U CN201621139547.0U CN201621139547U CN206205452U CN 206205452 U CN206205452 U CN 206205452U CN 201621139547 U CN201621139547 U CN 201621139547U CN 206205452 U CN206205452 U CN 206205452U
- Authority
- CN
- China
- Prior art keywords
- operation platform
- girder
- parent
- platform
- supporting leg
- 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
- 239000004567 concrete Substances 0.000 title claims abstract description 13
- 241000282326 Felis catus Species 0.000 claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 11
- 239000010959 steel Substances 0.000 claims abstract description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 10
- 229910052742 iron Inorganic materials 0.000 claims description 5
- 230000004888 barrier function Effects 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 claims 5
- 238000010276 construction Methods 0.000 description 7
- 238000005266 casting Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
Landscapes
- Ladders (AREA)
Abstract
The utility model is related to a kind of telescopic bulk concrete to pour regularization operating platform, including parent-operation platform and child-operation platform, the rectangular frame that the main body of the parent-operation platform and child-operation platform is constituted for two girders and longitudinally connected several secondary beams between two girders of horizontally set, rectangular frame plane is equipped with steel wire, the both sides of girder are provided with guardrail, rectangular frame bottom is provided with supporting leg；Slide plate is installed, child-operation stage+module can be slided on slide plate along the girder of parent-operation platform, constitute the telescopic operating platform of length on the girder of the parent-operation platform.The bottom side face of the parent-operation platform is provided with cat ladder, can carry out rotation regulation gradient or folding.Supporting leg can be rotated around rotary shaft, carry out folding.
Description
Technical field
The operation platform of the utility model construction such as be related to the bulk concretes such as pH-static method to pour, specifically
It is that a kind of telescopic bulk concrete pours regularization operating platform.
Background technology
Poured when depth is larger, area is wider in conventional bulk concrete, operator cannot be vibrated, needed
Set up crosshead.Typically set up using scaffold, fastener, top laying bamboo springboard.When this operating platform is set up, removes
Between it is more long, material input and labour cost are larger, and security is difficult to ensure.Therefore casting of concrete in mass needs one kind more
It is easy, economic operating platform.
The content of the invention
The utility model is to overcome the deficiencies in the prior art, there is provided one kind can improve construction efficiency, increases construction
The operating platform of security.
The technical solution of the utility model：A kind of telescopic bulk concrete pours regularization operating platform, including
The main body of parent-operation platform and child-operation platform, the parent-operation platform and child-operation platform for horizontally set two girders and
The rectangular frame that longitudinally connected several secondary beams between two girders are constituted, rectangular frame plane is equipped with steel wire, edge
The both sides of girder are provided with guardrail, and rectangular frame bottom is provided with supporting leg；Slide plate is installed on the girder of the parent-operation platform,
Child-operation stage+module can be slided on slide plate along the girder of parent-operation platform, constitute the telescopic operating platform of length.It is described
The bottom of child-operation platform wherein side is provided with supporting leg, and the opposite side without supporting leg is arranged on parent-operation platform slide plate and carries out group
Close.
The bottom side face of the parent-operation platform is provided with cat ladder, and cat ladder is connected by rotary shaft and is connected with girder.Can
Carry out rotation regulation gradient or folding.
The supporting leg is connected with girder using rotary shaft, and junction is provided with reinforcement band iron.Supporting leg can be rotated around rotary shaft,
Carry out folding.
The guardrail is connected and composed by guardrail upright pole and guardrail horizon bar, and guardrail diagonal brace is connected between adjacent barrier vertical rod.
Supporting leg diagonal brace is connected between the supporting leg and girder, supporting leg diagonal brace uses detachable shaft pin connection with girder, with
Supporting leg is connected using rotary shaft.After supporting leg diagonal brace sets, the position between supporting leg and girder can be fixed, prevent supporting leg
Rotate.During dismounting platform, supporting leg diagonal brace can be dismantled from girder, and folding is carried out along rotary shaft, then folding supporting leg again.
Operating platform can be lifted manually to the predetermined area, and open supporting leg (increases a sleeve pipe on supporting leg before concreting
And sealed bottom, in case concreting finishes rear support leg and cannot extract), connection leg diagonal brace, according to institute's casting concrete structure
Part size regulator operating platform stretches out parent-operation land lengths, puts down steel cat ladder in order to upper and lower.After concreting is finished
Operating platform can be directly carried away, steel cat ladder is withdrawn, supporting leg diagonal brace is put down, supporting leg is withdrawn, child-operation platform is withdrawn and overall can be moved
It is used in turn to next scope of operation.
The utility model is compared with the operating platform of traditional scaffold building, and the crosshead is light, scalable, meets different
The casting of concrete in mass of size；Can repeatedly be used in turn, reduce construction input；Simple structure, easy for installation, saving behaviour
Make putting up platform and dismounting time, it is ensured that construction quality, improve construction efficiency, increase working security.
Brief description of the drawings
Fig. 1 is positive facade structural representation of the present utility model；
Fig. 2 is side elevation structural representation of the present utility model；
Fig. 3 is structural representation at A in Fig. 1；
Fig. 4 is structural representation at B in Fig. 2；
Wherein reference, 1- girders；2- secondary beams；3- steel wires；4- slide plates；5- steel cat ladders；6- rotary shafts；7- supporting legs；
8- strengthens band iron；9- supporting leg diagonal braces；10- guardrails；11- guardrail upright poles；12- guardrail horizon bars；13- guardrail diagonal braces；14- is detachable
Pivot pin, 15- parent-operation platforms, 16- child-operation platforms.
Specific embodiment
With reference to specific embodiment and Figure of description, the utility model is described in further detail.Tool described herein
Body embodiment is only used to explain the utility model, is not used to limit the utility model.
Embodiment：As shown in Figure 1 and Figure 2, a kind of telescopic bulk concrete pours regularization operating platform, overall
It is made up of parent-operation platform 15 and child-operation platform 16, slide plate 4 is welded with parent-operation platform 15, child-operation platform 16 is arranged on
On slide plate 4, child-operation platform 16 can be stretched along slide plate 4 in parent-operation platform 15.
As shown in Figure 1, Figure 3, parent-operation platform 15 and the main body of child-operation platform 16 are laterally disposed girder 1 and longitudinal direction
The secondary beam 2 of placement is welded rectangular frame, welded wire fabric 3 between adjacent secondary beam 2, and guardrail 10 is welded on girder 1.Such as Fig. 2,
Shown in Fig. 4, guardrail 10 is made up of guardrail upright pole 11, guardrail horizon bar 12 and guardrail diagonal brace 13, guardrail upright pole 11, guardrail diagonal brace 13
It is welded on girder, guardrail upright pole 11, the upper end of guardrail diagonal brace 13 and guardrail horizon bar 12 are welded.
Parent-operation platform 15 and the difference of child-operation platform 16 are that slide plate 4 is welded with the girder of parent-operation platform 15, are put down
Platform bottom two ends are respectively provided with a supporting leg 7.One side is connected with steel cat ladder 5.And child-operation platform 16 is arranged on slide plate 4,
Can be slided along the girder of parent-operation platform 15, be stretched, the end of child-operation platform 16 sets a supporting leg 7.
The steel cat ladder 5 is connected by strengthening band iron 8, rotary shaft 6 with secondary beam 2, is capable of achieving to be rotated around rotary shaft.Supporting leg 7
It is connected with girder 1 by strengthening band iron 8, rotary shaft 6, it is same to be capable of achieving rotation；It is oblique supporting leg to be additionally provided between supporting leg 7 and girder
Support 9, supporting leg diagonal brace 9 is connected also by rotary shaft 6 with supporting leg, and the other end is connected by detachable pivot pin 14 with girder 1.
The platform is placed in the predetermined area during construction, opens supporting leg, supporting leg diagonal brace is connected on girder, fix branch
Leg.The length of parent-operation platform is stretched out according to institute's casting concrete scantling regulator operating platform, put down steel cat ladder so as to
In upper and lower.After complete, supporting leg diagonal brace is removed from girder, folding supporting leg, steel cat ladder put down child-operation platform indentation parent-operation
In platform, you can move integrally.
The operating platform, its fabrication and installation are very simple and convenient, and foldable recovery, reduction takes up room, and facilitate transhipment to deposit
Put, repeat and utilize.
It is in sum the utility model preferred embodiment, all changes made according to technical solutions of the utility model, institute
The function of production without departing from technical solutions of the utility model scope when belong to protection domain of the present utility model.
Claims (6)
1. a kind of telescopic bulk concrete pours regularization operating platform, it is characterised in that including parent-operation platform and
The main body of child-operation platform, the parent-operation platform and child-operation platform is two girders (1) of horizontally set and longitudinally connected
The rectangular frame that several secondary beams (2) between two girders (1) are constituted, rectangular frame plane is equipped with steel wire, along master
The both sides of beam are provided with guardrail (10), and rectangular frame bottom is provided with supporting leg (7)；Pacify on the girder (1) of the parent-operation platform
Equipped with slide plate (4), the girder that child-operation platform can be along parent-operation platform on slide plate (4) is slided；The bottom of the child-operation platform
Portion wherein side is provided with supporting leg (7).
2. a kind of slidably adjustable type reinforcing bar classification stacking platform according to claim 1, it is characterised in that the mother
The bottom side face of operating platform is provided with cat ladder (5), and cat ladder (5) is connected by rotary shaft and is connected with girder.
3. a kind of slidably adjustable type reinforcing bar classification stacking platform according to claim 1, it is characterised in that the branch
Leg (7) is connected with girder using rotary shaft, and junction is provided with reinforcement band iron (8).
4. a kind of slidably adjustable type reinforcing bar classification stacking platform according to claim 1, it is characterised in that the shield
Column (10) is connected and composed by guardrail upright pole (11) and guardrail horizon bar (12), and adjacent barrier vertical rod is connected with guardrail diagonal brace between (12)
(13)。
5. a kind of slidably adjustable type reinforcing bar classification stacking platform according to claim 1, it is characterised in that the branch
Supporting leg diagonal brace (9) is connected between leg (7) and girder (1).
6. a kind of slidably adjustable type reinforcing bar classification stacking platform according to claim 5, it is characterised in that the branch
Leg diagonal brace (9) uses detachable shaft pin connection with girder (1), is connected using rotary shaft with supporting leg (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621139547.0U CN206205452U (en) | 2016-10-13 | 2016-10-13 | A kind of telescopic bulk concrete pours regularization operating platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621139547.0U CN206205452U (en) | 2016-10-13 | 2016-10-13 | A kind of telescopic bulk concrete pours regularization operating platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206205452U true CN206205452U (en) | 2017-05-31 |
Family
ID=58756860
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621139547.0U Expired - Fee Related CN206205452U (en) | 2016-10-13 | 2016-10-13 | A kind of telescopic bulk concrete pours regularization operating platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206205452U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111910679A (en) * | 2020-08-12 | 2020-11-10 | 中建八局第二建设有限公司 | Construction method of overlong and ultrahigh-weight retaining wall under complex terrain |
-
2016
- 2016-10-13 CN CN201621139547.0U patent/CN206205452U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111910679A (en) * | 2020-08-12 | 2020-11-10 | 中建八局第二建设有限公司 | Construction method of overlong and ultrahigh-weight retaining wall under complex terrain |
| CN111910679B (en) * | 2020-08-12 | 2022-02-18 | 中建八局第二建设有限公司 | Construction method of overlong and ultrahigh-weight retaining wall under complex terrain |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20170531 |