CN205421928U - From upset strutting arrangement - Google Patents
From upset strutting arrangement Download PDFInfo
- Publication number
- CN205421928U CN205421928U CN201520933416.9U CN201520933416U CN205421928U CN 205421928 U CN205421928 U CN 205421928U CN 201520933416 U CN201520933416 U CN 201520933416U CN 205421928 U CN205421928 U CN 205421928U
- Authority
- CN
- China
- Prior art keywords
- crossbeam
- arm
- mould bases
- support
- turning
- 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.)
- Active
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a from upset strutting arrangement, including a crossbeam, round pin axle, support and support, the support is fixed respectively with the support and is set up on the die carrier roof beam that the die carrier was equipped, sets up the round pin shaft hole that the supply and marketing axle passed through on the crossbeam, and in the round pin shaft hole was worn to locate by the round pin axle, just the both ends of round pin axle were fixed in on the support, the one end of crossbeam support in on the support, the other end of crossbeam supports on the structure roof beam, and the one end of crossbeam is heavier than the other end, and the crossbeam can be relative through round pin axle and round pin shaft hole the support upset. When the die carrier equipment need support on the structure roof beam, the one end of crossbeam support in on the support, the other end of crossbeam supports on the structure roof beam, when the die carrier equipment need upwards climb, in case the upper strata structure roof beam of having built is run into in the crossbeam rising, the crossbeam can utilize the automatic upset of round pin axle, climbed behind the structure roof beam of having built on the upper strata automatic recovery horizontality immediately, descended and shelved on the structure roof beam on the upper strata of having built, and labour saving and time saving has improved the efficiency of construction.
Description
Technical field
This utility model belongs to high-rise, construction of super highrise building mould bases equipment technology field, and the support system automatic turning during climbing for mould bases equipment is shelved structurally, equally applicable for other similar engineerings.
Background technology
During the concrete core tube construction of high-rise, super high rise building, typically can use from the mould bases equipment climbed, as Integral climbing scaffold, hydraulic climbing formwork, entirety climb the construction equipments such as lift steel platform.After the equipment lifting of usual this kind of mould bases puts in place, must support or be attached to pour and reached on the xoncrete structure of normal intensity.
Supporting way has the artificial pushing tow brace type of employing, also has employing electronic or fluid pressure type.One strong point of artificial pushing tow brace type needs one to two workman to operate, and the strong point of mould bases equipment typically has places the most up to a hundred at tens, therefore, uses artificial pushing tow brace type to waste time and energy.Then the needing of electronic or fluid pressure type less manually but must be equipped with multiple accessories equipment, such as jack, hydraulic pump etc., and often requires that workman possesses certain operating technology.
Therefore, a kind of crossbeam automatic turning supporting when mould bases equipment rises is provided, reduce manual operation, be effectively improved mould bases be equipped in the support in the structure poured and efficiency of climbing from turning-over support device, it has also become construction circle needs the technical problem of further improvement and optimization.
Utility model content
It is equipped in the support problem during climbing for solving existing mould bases, this utility model provides a kind of from turning-over support device, when mould bases equipment rises crossbeam can automatic turning supporting, reduce manual operation, be effectively improved mould bases and be equipped in the support in the structure poured and efficiency of climbing.
For solving above-mentioned technical problem, this utility model following technical scheme of offer:
A kind of from turning-over support device, including a crossbeam, bearing pin, support and bearing, described support and described bearing are fixedly installed on the mould bases beam of mould bases equipment respectively, the pin shaft hole passed through for described bearing pin is offered on described crossbeam, described bearing pin is arranged in described pin shaft hole, and the two ends of bearing pin are fixed on described support, one end of described crossbeam is supported on described bearing, the other end of described crossbeam is supported in structural beams, one end of described crossbeam is than other end weight, and described crossbeam can be overturn by the most described bearing by described bearing pin and pin shaft hole.
Preferably, above-mentioned in turning-over support device, described support includes two pieces of arm-ties, and the lower end of described arm-tie is individually fixed on described mould bases beam, and the two ends of described bearing pin are individually fixed on described two pieces of arm-ties.
Preferably, above-mentioned in turning-over support device, the lower end of described arm-tie is fixed on described mould bases beam by high-strength bolt respectively.
Preferably, above-mentioned in turning-over support device, also including the bottom baffle preventing mould bases beam from slipping with described arm-tie, described bottom baffle is arranged at the lower end of described bearing.
Preferably, above-mentioned in turning-over support device, described mould bases beam includes two girder steels, described support includes two pieces of arm-ties, described two pieces of arm-ties are between described two girder steels, and the lower end of described two pieces of arm-ties is fixing with the girder steel of homonymy respectively to be connected, and the two ends of described bearing pin are individually fixed on described two pieces of arm-ties, described bottom baffle is fixed on the lower end of described two pieces of arm-ties, and the width of described bottom baffle is more than spacing between described two girder steels.
Preferably, above-mentioned in turning-over support device, the lower end of described two pieces of arm-ties is fixed with the girder steel of homonymy by high-strength bolt respectively and is connected.
Preferably, above-mentioned in turning-over support device, described bearing includes that I-steel and cushion, described I-steel are fixed on described mould bases beam, and described cushion is arranged on described I-steel.
Preferably, above-mentioned in turning-over support device, described pin shaft hole is the strip chute offered along the longitudinal direction of described crossbeam, and described crossbeam can bounce back to described mould bases beam direction by described strip chute so that the other end described structural beams of disengaging of described crossbeam.
nullOf the present utility model from turning-over support device，When mould bases equipment needs to be supported in structural beams，One end of described crossbeam is supported on described bearing，The other end of described crossbeam is supported in the structural beams poured，After the structural beams on upper strata pours，Upwards climb at mould bases equipment，During climbing，Once crossbeam encounters the structural beams on upper strata，Stop due to the structural beams on upper strata，Described crossbeam can do downwards upset clockwise，When mould bases equipment is increased beyond the structural beams certain altitude on described upper strata，Owing to one end of described crossbeam is than other end weight，Crossbeam recovers level the most automatically，Then，Mould bases equipment entire lowering certain altitude，Crossbeam is held in the structural beams on the described upper strata being poured into，Now，One end of described crossbeam is supported on described bearing，The other end of described crossbeam is supported in the structural beams on described upper strata，Thus complete the flow process of climbing of mould bases equipment，Realize the automatic turning of crossbeam during mould bases equipment climbs，Decrease manual operation，Time saving and energy saving，It is effectively increased efficiency of construction.
In addition, it is restricted for preventing mould bases to be equipped in climb altitude, the situation that crossbeam cannot overturn occurs, described pin shaft hole is arranged along the strip chute that the longitudinal direction of described crossbeam is offered by this utility model, described crossbeam can be bounced back to described mould bases beam direction by described strip chute, the other end making described crossbeam departs from described structural beams, so that crossbeam realizes climbing in the case of without upset smoothly.
Additionally, the lower end of the two pieces of arm-ties forming described support arranges bottom baffle, the width of described bottom baffle is more than the spacing of two girder steels of composition mould bases beam, when high-strength bolt between arm-tie and corresponding girder steel lost efficacy, described bottom baffle can play certain supporting role, guarantee that support is firmly installed on described mould bases beam, it is ensured that construction safety.
Accompanying drawing explanation
Fig. 1 is the structural representation from turning-over support device of this utility model one embodiment；
Fig. 2 is the A-A sectional view of Fig. 1.
In figure: 1-crossbeam, 1a-pin shaft hole, 2-bearing pin, 3-support, 3a-arm-tie, 4-bearing, 4a-I-steel, 4b-cushion, 5-mould bases beam, 5a-girder steel, 6-structural beams, 7-high-strength bolt, 8-bottom baffle.
Detailed description of the invention
It is described in further detail from turning-over support device the utility model proposes below in conjunction with the drawings and specific embodiments.According to following explanation and claims, advantage of the present utility model and feature will be apparent from.It should be noted that, accompanying drawing all uses the form simplified very much and all uses non-ratio accurately, only in order to purpose convenient, aid illustration this utility model embodiment lucidly.
In conjunction with Fig. 1 to Fig. 2, present embodiment discloses a kind of from turning-over support device, including a crossbeam 1, bearing pin 2, support 3 and bearing 4, described support 3 and described bearing 4 are fixedly installed on the mould bases beam 5 of mould bases equipment (not shown) respectively, the pin shaft hole 1a passed through for described bearing pin 2 is offered on described crossbeam 1, described bearing pin 2 is arranged in described pin shaft hole 1a, and the two ends of bearing pin 2 are fixed on described support 3, one end of described crossbeam 1 is supported on described bearing 4, the other end of described crossbeam 1 is supported in structural beams 6, one end of described crossbeam 1 is than other end weight, described crossbeam 1 can be overturn by the most described bearing 4 by described bearing pin 2 and pin shaft hole 1a.nullWhen mould bases equipment needs to be supported in structural beams 6，One end of described crossbeam 1 is supported on described bearing 4，The other end of described crossbeam 1 is supported in the structural beams 6 poured，After the structural beams 6 on upper strata pours，Upwards climb at mould bases equipment，During climbing，Once crossbeam 1 encounters the structural beams 6 on upper strata，Stop due to the structural beams 6 on upper strata，Described crossbeam 1 can do downwards upset clockwise，When mould bases equipment is increased beyond structural beams 6 certain altitude on described upper strata，Owing to one end of described crossbeam 1 is than other end weight，Crossbeam 1 recovers level the most automatically，Then，Mould bases equipment entire lowering certain altitude，Crossbeam 1 is held in the structural beams 6 on the described upper strata being poured into，Now，One end of described crossbeam 1 is supported on described bearing 4，The other end of described crossbeam 1 is supported in the structural beams 6 on described upper strata，Thus complete the flow process of climbing of mould bases equipment，Realize the automatic turning of crossbeam 1 during mould bases equipment climbs，Decrease manual operation，Time saving and energy saving，It is effectively increased efficiency of construction.
Preferably, above-mentioned in turning-over support device, described support 3 includes that two pieces of arm-tie 3a, the lower end of described arm-tie 3a are individually fixed on described mould bases beam 5, and the two ends of described bearing pin 2 are individually fixed on described two pieces of arm-tie 3a.In order to improve the connection reliability of described arm-tie 3a and described mould bases beam 5, the lower end of described arm-tie 3a is fixed on described mould bases beam 5 by high-strength bolt 7 respectively.
Preferably, above-mentioned in turning-over support device, also including the bottom baffle 8 preventing mould bases beam 5 from slipping with described arm-tie 3a, described bottom baffle 8 is arranged at the lower end of described bearing 4.Concrete, described mould bases beam 5 includes two girder steel 5a, described two pieces of arm-tie 3a are between described two girder steel 5a, the lower end of described two pieces of arm-tie 3a is fixing with the girder steel 5a of homonymy respectively to be connected, the two ends of described bearing pin 2 are individually fixed on described two pieces of arm-tie 3a, described bottom baffle 8 is fixed on the lower end of described two pieces of arm-tie 3a, the width of described bottom baffle 8 is more than spacing between described two girder steel 5a, thus the high-strength bolt 7 between arm-tie 3a and corresponding girder steel 5a was when losing efficacy, described base plate baffle plate can play certain supporting role, guarantee that support 3 is firmly installed on described mould bases beam 5, ensure construction safety.
In addition, it is restricted for preventing mould bases to be equipped in climb altitude, the situation that crossbeam 1 cannot overturn occurs, preferably, above-mentioned in turning-over support device, described pin shaft hole 1a is the strip chute offered along the longitudinal direction of described crossbeam 1, and described crossbeam 1 can be bounced back to described mould bases beam 5 direction by described strip chute, the other end making described crossbeam 1 departs from described structural beams 6, so that crossbeam 1 realizes climbing in the case of without upset smoothly.
Preferably, above-mentioned in turning-over support device, described bearing 4 includes that I-steel 4a and cushion 4b, described I-steel 4a are fixed on described mould bases beam 5, and described cushion 4b is arranged on described I-steel 4a.Described cushion 4b not only can adjust height, and can buffer the collision between described crossbeam 1 and described I-steel 4a.
Foregoing description is only the description to this utility model preferred embodiment; the not any restriction to this utility model scope; any change that the those of ordinary skill in this utility model field does according to the disclosure above content, modification, belong to the protection domain of claims.
Claims (8)
1. one kind from turning-over support device, it is characterized in that, including a crossbeam, bearing pin, support and bearing, described support and described bearing are fixedly installed on the mould bases beam of mould bases equipment respectively, the pin shaft hole passed through for described bearing pin is offered on described crossbeam, described bearing pin is arranged in described pin shaft hole, and the two ends of bearing pin are fixed on described support, one end of described crossbeam is supported on described bearing, the other end of described crossbeam is supported in structural beams, one end of described crossbeam is than other end weight, described crossbeam can be overturn by the most described bearing by described bearing pin and pin shaft hole.
2. as claimed in claim 1 from turning-over support device, it is characterised in that described support includes two pieces of arm-ties, and the lower end of described arm-tie is individually fixed on described mould bases beam, and the two ends of described bearing pin are individually fixed on described two pieces of arm-ties.
3. as claimed in claim 2 from turning-over support device, it is characterised in that the lower end of described arm-tie is fixed on described mould bases beam by high-strength bolt respectively.
4. as claimed in claim 2 from turning-over support device, it is characterised in that also including the bottom baffle preventing mould bases beam from slipping with described arm-tie, described bottom baffle is arranged at the lower end of described bearing.
5. as claimed in claim 4 from turning-over support device, it is characterized in that, described mould bases beam includes two girder steels, described support includes two pieces of arm-ties, described two pieces of arm-ties are between described two girder steels, and the lower end of described two pieces of arm-ties is fixing with the girder steel of homonymy respectively to be connected, and the two ends of described bearing pin are individually fixed on described two pieces of arm-ties, described bottom baffle is fixed on the lower end of described two pieces of arm-ties, and the width of described bottom baffle is more than spacing between described two girder steels.
6. as claimed in claim 5 from turning-over support device, it is characterised in that the lower end of described two pieces of arm-ties is connected by high-strength bolt is fixing with the girder steel of homonymy respectively.
7. as claimed in claim 1 from turning-over support device, it is characterised in that described bearing includes that I-steel and cushion, described I-steel are fixed on described mould bases beam, and described cushion is arranged on described I-steel.
8. as described in any one in claim 1-7 from turning-over support device, it is characterized in that, described pin shaft hole is the strip chute offered along the longitudinal direction of described crossbeam, described crossbeam can be bounced back to described mould bases beam direction by described strip chute so that the other end of described crossbeam departs from described structural beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520933416.9U CN205421928U (en) | 2015-11-20 | 2015-11-20 | From upset strutting arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520933416.9U CN205421928U (en) | 2015-11-20 | 2015-11-20 | From upset strutting arrangement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205421928U true CN205421928U (en) | 2016-08-03 |
Family
ID=56536156
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520933416.9U Active CN205421928U (en) | 2015-11-20 | 2015-11-20 | From upset strutting arrangement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205421928U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107654064A (en) * | 2017-09-01 | 2018-02-02 | 孔金河 | Three-dimensional guide type shoe, hydraulic climbing formwork device and installation method |
| CN109019371A (en) * | 2018-08-10 | 2018-12-18 | 中建三局集团有限公司 | A kind of turnable support device and tower crane climbing method |
| CN112012500A (en) * | 2020-07-07 | 2020-12-01 | 上海建工集团股份有限公司 | Wedge-shaped locking self-propelled pushing device and method |
-
2015
- 2015-11-20 CN CN201520933416.9U patent/CN205421928U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107654064A (en) * | 2017-09-01 | 2018-02-02 | 孔金河 | Three-dimensional guide type shoe, hydraulic climbing formwork device and installation method |
| CN107654064B (en) * | 2017-09-01 | 2019-05-28 | 广东顺的建设工程有限公司 | Three-dimensional guide type shoe, hydraulic climbing formwork device and installation method |
| CN109019371A (en) * | 2018-08-10 | 2018-12-18 | 中建三局集团有限公司 | A kind of turnable support device and tower crane climbing method |
| CN112012500A (en) * | 2020-07-07 | 2020-12-01 | 上海建工集团股份有限公司 | Wedge-shaped locking self-propelled pushing device and method |
| CN112012500B (en) * | 2020-07-07 | 2023-01-13 | 上海建工集团股份有限公司 | Wedge-shaped locking self-propelled pushing device and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105971271B (en) | Unilateral cantilever form and its construction method of climbing certainly | |
| CN102677889B (en) | System for alternatively supporting whole lifting steel platform formwork by steel column casing rack and construction method | |
| CN205421928U (en) | From upset strutting arrangement | |
| CN103206074A (en) | Elevator shaft template construction method, platform and support | |
| CN204212450U (en) | A kind of tool-type safe and convenient passage | |
| CN104291222A (en) | Rigid protection and crane integration system inside super high-rise building core tube | |
| CN108222543A (en) | A kind of telescopic stirrup support system and its application method | |
| CN204238537U (en) | A kind of elevated hoistway operation platform | |
| CN205314539U (en) | Large -scale cantilever type combination steel form | |
| CN205834738U (en) | Liftable machine tool structure | |
| CN205134921U (en) | Building outer wall concrete constructional column hangs construction platform | |
| CN203769322U (en) | Overhanging type feeding and discharging device | |
| CN204038917U (en) | Detachable external hanging type operating platform | |
| CN203257075U (en) | Core tube inner lifting type multifunctional operating platform for high-rise building construction | |
| CN206267039U (en) | A kind of jack support platform of hollow slab girder jack-up construction | |
| CN203531357U (en) | Wind load resistance device of attached-type lifting scaffold | |
| CN208184280U (en) | A kind of telescopic stirrup support system | |
| CN201738563U (en) | Hydraulic climbing scaffold for building construction | |
| CN205421021U (en) | Integral hoisting roof beam sand box that falls | |
| CN205476444U (en) | Light -duty support post based on low level jacking die carrier system | |
| CN205421886U (en) | Novel instrument formula elevator shaft operating platform | |
| CN205894641U (en) | Elevartor shaft lifting platform | |
| CN204510797U (en) | A kind of hydraulic climbing formwork structure | |
| CN205346719U (en) | Hoisting device is used in casing installation of desulphurization unit absorption tower | |
| CN104499765B (en) | A kind of method setting up power equipment bracing frame |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |