CN104060827A - Method and device for transporting flowing material to assigned floor by tower crane - Google Patents
Method and device for transporting flowing material to assigned floor by tower crane Download PDFInfo
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- CN104060827A CN104060827A CN201310087798.3A CN201310087798A CN104060827A CN 104060827 A CN104060827 A CN 104060827A CN 201310087798 A CN201310087798 A CN 201310087798A CN 104060827 A CN104060827 A CN 104060827A
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Abstract
The invention discloses a method and a device for transporting a flowing material to an assigned floor by a tower crane. According to the method, an inclined U-shaped groove is formed in the edge of the construction floor and stretches out of the edge of a scaffold, a discharging tank of the tower crane discharges the flowing material to the upper end of the U-shaped groove, and the flowing material flows to the construction floor through the inclined U-shaped groove. According to the method and the device, labor and trolley purchasing cost can be saved, and the cost is reduced; the problem that other materials cannot be transported to the construction floor due to the fact that a flowing decorative material such as mortar and the like consumes too much construction elevator time in the decoration engineering construction period can be further avoided; during engineering construction, surrounding residents and people of enterprises and public institutions can normally live and work; by means of the novel construction method, the construction technique of a high-rise structure is promoted, and social benefits and environmental benefits are remarkable; and the practice inspection proves that the method and the device have characteristics of safety, simplicity and convenience in operation, easiness in construction, remarkable economic benefits and the like, and are particularly applicable to a high-rise building, a super high-rise building and a multi-story building which is more complicated in decoration engineering construction.
Description
Technical field
the present invention relates to a kind of method and device that adopts tower crane fluent material to be transported to designated floor, belong to technical field of buildings.
Background technology
in highrise building decorative engineering work progress, the mobility ornament materials freight volumes such as mortar are huge, and the transport that how to ensure the ornament materials such as mortar is a difficult problem always.The main manpower that relies on of mortar transport of general highrise building draws trolley to construction elevator vertical transport, and the shortcoming of this transportation resources is: because every trolley can only load and transport at most 0.05 cube of mortar, need labour large.Construction elevator cannot meet freight volume.In highrise building decorative engineering work progress, because the duration of a project is more and more tighter, various ornament materials all need to be transported to construction layer, and construction elevator is difficult to meet transport of materials requirement.Because mortar transport need be purchased trolley, be unfavorable for saving engineering cost.Due to construction elevator transport power anxiety, cause unavoidably mortar traffic requirements to wait in line, easily cause mortar Quality Down.Mortar, in trolley transport, easily splashes down to ground, affects engineering civilized construction.
Summary of the invention
the object of the invention is to, a kind of method and device that adopts tower crane fluent material to be transported to designated floor is provided.To solve the mobility ornament materials transport inconvenience such as mortar, ineffective problem.To overcome the deficiencies in the prior art.
technical scheme of the present invention:
a kind of method that adopts tower crane fluent material to be transported to designated floor, the method is the U-lag that inclination is set at construction floor edge, U-lag stretches out from the edge of scaffold, and the discharge tank of tower crane unloads fluent material to U-lag upper end, and fluent material slips to construction floor by the U-lag tilting.
in preceding method, the U-lag bottom of described inclination is through being bolted to construction floor edge, and the U-lag middle and upper part of inclination is provided with suspension ring, is connected with the edge of upper strata floor by the wire rope tying up on suspension ring.
in preceding method, described wire rope is in the shape of the letter V and is connected with the edge of upper strata floor, to improve the stability of U-lag.
the device forming according to preceding method, comprises the U-lag that is located at construction floor edge, and U-lag is obliquely installed, and one end of U-lag is connected with the edge of construction floor through expansion bolt, and the other end of U-lag extends outside scaffold; The middle and upper part of U-lag is provided with one group of suspension ring, and suspension ring are connected with the edge of upper strata floor through wire rope.
in aforementioned means, described one group of suspension ring symmetry is located at U-lag both sides, and suspension ring are connected with the edge V font of upper strata floor through wire rope.
in aforementioned means, described wire rope is connected with the embedded bar of upper floor panel edges.
compared with prior art, the present invention adopts U-lag discharging to substitute traditional trolley roping, has saved the acquisition expenses of artificial and trolley, has accelerated programming, and economic benefit is obvious.The present invention only need be according to the prefabricated steel plate U-lag of story height, U-lag easy installation and removal.
steel platform can be along with successively erection & lift of tower crane for the rising of agent structure, do not need as in the past successively set up scaffold or dismounting successively and mounting bracket, construction sequence and construction cost are greatly saved, eliminate and set up the potential safety hazard that high-rise scaffold exists, there is simple to operation, safe and practical feature, also save the expenses such as a large amount of steel pipe leases, produced good economic benefit.
great advantage of the present invention is to save artificial and trolley acquisition expenses, is beneficial to cost control.The present invention also can avoid the mobility ornament materials such as decorative engineering construction period mortar to take the construction elevator time too much and other materials cannot be transported to the problem of construction floor.When engineering construction, resident around and enterprises and institutions can normal life and work.Novel working skill will promote the progress of high-level structure construction technology, and social benefit and environmental benefit are obvious.Prove that through practice test the features such as safe, easy and simple to handle, easy construction that the present invention has, remarkable in economical benefits are particularly useful for high level, super highrise building, the comparatively complicated multistory building of decorative engineering construction.
Brief description of the drawings
fig. 1 is structural representation of the present invention;
fig. 2 is the front view of Fig. 1;
fig. 3 is the right view of Fig. 2.
being labeled as of accompanying drawing: 1-construction floor, 2-U shape groove, 3-scaffold, 4-suspension ring, 5-wire rope, 6-upper strata floor, 7-embedded bar, 8-tower crane, 9-discharge tank.
Detailed description of the invention
below in conjunction with accompanying drawing, the present invention is described in further detail, but not as any limitation of the invention.
adopt tower crane fluent material to be transported to the method for designated floor, as shown in Figure 1 to Figure 3.The method is the U-lag that inclination is set at construction floor edge, and U-lag stretches out from the edge of scaffold, and the discharge tank of tower crane unloads fluent material to U-lag upper end, and fluent material slips to construction floor by the U-lag tilting.The U-lag bottom tilting is through being bolted to construction floor edge, and the U-lag middle and upper part of inclination is provided with suspension ring, is connected with the edge of upper strata floor by the wire rope tying up on suspension ring.The wire rope (see figure 3) that is in the shape of the letter V is connected with the edge of upper strata floor, to improve the stability of U-lag.
the device forming according to preceding method, as shown in Figure 1 to Figure 3.Comprise the U-lag 2 that is located at construction floor 1 edge, U-lag 2 is obliquely installed, and one end of U-lag 2 is connected with the edge of construction floor 1 through expansion bolt, and the other end of U-lag 2 extends outside scaffold 3; The middle and upper part of U-lag 2 is provided with one group of suspension ring 4, and suspension ring 4 are connected with the edge of upper strata floor 6 through wire rope 5.Described one group of suspension ring 4 symmetry are located at U-lag 2 both sides, and suspension ring 4 are connected with the edge V font of upper strata floor 6 through wire rope 5.Wire rope 5 is connected with the embedded bar 7 at upper strata floor 6 edges.
the course of work of the present invention and principle
the present invention, in the time of work, only need to install by Fig. 1, when installation, notes, U-lag 2 can not be fixed on scaffold, in order to avoid form and plant lotus on scaffold, affects construction safety.In the time that construction layer needs material, by tower crane 8, the discharge tank 9 that free-flowing material is housed is winched to U-lag 2 and stretches out the top of scaffold part.By artificial or automatically the base plate of discharge tank 9 is opened, material flow, to U-lag 2, is slipped to construction layer by U-lag 2.Very easy to use.Although the present invention is simple in structure, method is very ingenious, has well solved a transport difficult problem for the ornament materials such as mortar.
Claims (6)
1. a method that adopts tower crane fluent material to be transported to designated floor, it is characterized in that: the method is the U-lag that inclination is set at construction floor edge, U-lag stretches out from the edge of scaffold, the discharge tank of tower crane unloads fluent material to U-lag upper end, and fluent material slips to construction floor by the U-lag tilting.
2. method according to claim 1, is characterized in that: the U-lag bottom of described inclination is through being bolted to construction floor edge, and the U-lag middle and upper part of inclination is provided with suspension ring, is connected with the edge of upper strata floor by the wire rope tying up on suspension ring.
3. method according to claim 2, is characterized in that: described wire rope is in the shape of the letter V and is connected with the edge of upper strata floor, to improve the stability of U-lag.
4. the device forming according to method described in claim 1,2 or 3, it is characterized in that: comprise the U-lag (2) that is located at construction floor (1) edge, U-lag (2) is obliquely installed, one end of U-lag (2) is connected with the edge of construction floor (1) through expansion bolt, and the other end of U-lag (2) extends outside scaffold (3); The middle and upper part of U-lag (2) is provided with one group of suspension ring (4), and suspension ring (4) are connected with the edge of upper strata floor (6) through wire rope (5).
5. install according to claim 4, it is characterized in that: described one group of suspension ring (4) symmetry is located at U-lag (2) both sides, suspension ring (4) are connected with the edge V font of upper strata floor (6) through wire rope (5).
6. install according to claim 5, it is characterized in that: described wire rope (5) is connected with the embedded bar (7) at upper strata floor (6) edge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310087798.3A CN104060827A (en) | 2013-03-19 | 2013-03-19 | Method and device for transporting flowing material to assigned floor by tower crane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310087798.3A CN104060827A (en) | 2013-03-19 | 2013-03-19 | Method and device for transporting flowing material to assigned floor by tower crane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104060827A true CN104060827A (en) | 2014-09-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310087798.3A Pending CN104060827A (en) | 2013-03-19 | 2013-03-19 | Method and device for transporting flowing material to assigned floor by tower crane |
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| CN (1) | CN104060827A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09328899A (en) * | 1996-06-10 | 1997-12-22 | Ohbayashi Corp | Whole-quantity inspection device for high superplasticized concrete |
| CN201137304Y (en) * | 2007-12-14 | 2008-10-22 | 罗振才 | Launder feeding funnel |
| CN201818054U (en) * | 2010-03-17 | 2011-05-04 | 王军 | Additional concrete conveyor of tower crane |
| CN202324638U (en) * | 2011-11-21 | 2012-07-11 | 山东宁建建设集团有限公司 | Novel hopper on chute |
| CN102777038A (en) * | 2011-12-06 | 2012-11-14 | 中建四局第三建筑工程有限公司 | U-shaped slot unloading construction method for high buildings |
-
2013
- 2013-03-19 CN CN201310087798.3A patent/CN104060827A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09328899A (en) * | 1996-06-10 | 1997-12-22 | Ohbayashi Corp | Whole-quantity inspection device for high superplasticized concrete |
| CN201137304Y (en) * | 2007-12-14 | 2008-10-22 | 罗振才 | Launder feeding funnel |
| CN201818054U (en) * | 2010-03-17 | 2011-05-04 | 王军 | Additional concrete conveyor of tower crane |
| CN202324638U (en) * | 2011-11-21 | 2012-07-11 | 山东宁建建设集团有限公司 | Novel hopper on chute |
| CN102777038A (en) * | 2011-12-06 | 2012-11-14 | 中建四局第三建筑工程有限公司 | U-shaped slot unloading construction method for high buildings |
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| PB01 | Publication | ||
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| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20140924 |