CN203846779U - Construction equipment for shear wall of shaft body of elevator and system - Google Patents
Construction equipment for shear wall of shaft body of elevator and system Download PDFInfo
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- CN203846779U CN203846779U CN201420082251.4U CN201420082251U CN203846779U CN 203846779 U CN203846779 U CN 203846779U CN 201420082251 U CN201420082251 U CN 201420082251U CN 203846779 U CN203846779 U CN 203846779U
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Abstract
The utility model provides construction equipment for a shear wall of a shaft body of an elevator. The construction equipment is used for constructing the shear wall in the shaft body by using a formwork and comprises a load-bearing base, a combined shaft rack structure, a climbing power system and a top bearing platform, wherein the load-bearing base supports the combined shaft rack structure and the top bearing platform; the top bearing platform is positioned on the top of the combined shaft rack structure; the formwork is hung on the top bearing platform; and the load-bearing base, the combined shaft rack structure and the top bearing platform are integrally lifted through the climbing power system in the vertical direction. On the one hand, the formwork is hung on the top bearing platform; and on the other hand, the load-bearing base supports the whole equipment, and the top bearing platform serves as a bearing structure for the climbing power system and the formwork. The construction equipment for the shear wall of the shaft body of the elevator and the system are efficient, safe and multifunctional; and the cost is low.
Description
Technical field
The utility model relates to the construction equipment in a kind of Core Walls Structure of concrete structure, relates in particular to a kind of construction equipment and system of elevator shaft cylindrical shell shear wall.
Background technology
For the elevator shaft body structure construction in construction, especially its Core Walls Structure of concrete structure in high level, super highrise building, its die carrier technology equipment and method are still a construction Difficulties so far.
Existing technology mainly contains following means:
1, in cylindrical shell, set up and turn over a layer framed bent pin hand, the loose spelling of wood plywood template constructed, and its feature construction cost is lower.But time-consuming work efficiency is low, labour intensity large, also have larger potential safety hazard.In Shanghai and national construction of elevator shaft, its death by accident happens occasionally.
2, in elevator shaft cylindrical shell, be configured to typified form (punching block or steel gummed template die), at elevator shaft body operating area, arrange the pit shaft support body of sizing, the operation frame of installing as template.The vertical lifting of its operation support body, some employing tower machines promote, some employing Chain blocks, and between template, mutual load alternately climbs.Its shortcoming is still that labor intensive is large, work efficiency is low, and personnel will operate to climb and have larger potential safety hazard on support body, sometimes will take compared with the multitower machine handling time.
3, the elevator shaft that has porous disjunctor in super highrise building, also has and adopt advanced hydraulic climbing mould equipment to carry out the construction of tubular construction and platform at present.But it cannot be implemented technically for single hole cylindrical shell; And its construction cost expense is higher, to applying in general highrise building, unit in charge of construction is difficult to bear.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of efficient, safe, multi-functional, and construction equipment and the system of the less elevator shaft cylindrical shell shear wall of cost.
In order to solve this technical problem, the utility model provides a kind of construction equipment of elevator shaft cylindrical shell shear wall, be applicable in the Core Walls Structure of high level, Super High concrete structure, in order to utilize the template shear wall of constructing in cylindrical shell, specifically, in order to utilize combination cylinder frame and template, it configures self power, be arranged in cylindrical shell, utilize the shear wall first watering as supporting, the construction of climbing alternately.This construction equipment comprises load base, combination cylinder shelf structure, the dynamical system of climbing and top layer carrying platform, described load base is that described combination cylinder shelf structure and top layer carrying platform provide support, described top layer carrying platform is positioned at the top of described combination cylinder shelf structure, described template is hung on described top layer carrying platform, and described load base, combination cylinder shelf structure and top layer carrying platform are realized the Integral lifting on vertical direction by the described dynamical system of climbing.
The described dynamical system of climbing comprises vertically to what arrange and turns to movable pulley, lifting appliance and messenger cable, described messenger cable from described in turn to the downside of movable pulley to turn to movable pulley described in walking around, and one end is connected with described top layer carrying platform by described lifting appliance, the other end is fixedly located on the described shear wall inwall of having constructed, described in turn to movable pulley to be fixed at the bottom of described load base.
Described lifting appliance, in order to promote one end of described messenger cable, turns to movable pulley to promote described in making thereupon, and then described in making, states load base, combination cylinder shelf structure and top layer carrying platform and realize the Integral lifting on vertical direction.
Described lifting appliance comprises electric block, wire rope and suspension ring structure, described electric block is fixedly mounted on described top layer carrying platform, described suspension ring structure is connected with described messenger cable, described suspension ring structure is connected with the suspension hook of described electric block by described wire rope, thereby make described suspension ring structure and described suspension hook Synchronous lifting, and then make described messenger cable and described suspension hook Synchronous lifting.
The described dynamical system of climbing also comprises connection assembly pulley, described in described messenger cable is connected to after described connection assembly pulley turns to, turns to movable pulley.
Described connection assembly pulley is fixedly located on described load base.
Described connection assembly pulley at least comprises the horizontal trolley that vertical pulley that vertical direction arranges and horizontal direction arrange, and the control oneself described shear wall inwall of construction of described messenger cable turns to movable pulley described in being connected to after described vertical pulley and horizontal trolley turn to successively.
Between described lifting appliance and messenger cable, be provided with pulling force sensor.
A monitoring cabinet computer is connected with lifting appliance with described pulling force sensor respectively, and whether described monitoring cabinet computer is in order to promote according to the data judgement of described pulling force sensor collection and the described lifting appliance of control.
The quantity of the described dynamical system of climbing is two, for the integral body of described load base, combination cylinder shelf structure and top layer carrying platform provides the lifting of balance.
The messenger cable of the dynamical system of climbing described in two merges by fixation device, and is connected with described lifting appliance by described fixation device.
The described dynamical system of climbing also comprises fixed bearing on wall, and described messenger cable is fixedly connected with the described shear wall inwall of having constructed by described fixed bearing.
Described load base at least comprises overturning puts supporting leg and base plate, described upset is put supporting leg and is located on described base plate, and the rotating shaft on described base plate realizes upset, described upset is shelved on shear wall after putting supporting leg upset, thereby the position of realizing described base plate is fixed, described combination cylinder shelf structure is located on described base plate.
Described combination cylinder shelf structure comprises the cylinder frame of at least two sections, and described cylinder frame is stack combinations vertically.
Described cylinder frame at least comprises diagonal brace, vertical steel pipe and horizontally disposed cylinder frame top board and cylinder frame base plate, and described vertical steel pipe is connecting cylinder frame top board and cylinder frame base plate vertically, described frame top board of the oblique connection of described diagonal brace and a cylinder frame base plate.
Described cylinder frame base plate and cylinder frame top board are rectangle, and described cylinder frame base plate is connected by three described vertical steel pipes respectively with four angles of cylinder frame top board.
Described cylinder frame is provided with the ladder scaffolding vertically arranging.
On described cylinder frame, be also provided with guide roller and roller support, described guide roller is fixedly located on described cylinder frame by described roller support, and described guide roller rolls and is connected with the inwall of described cylindrical shell.
The utility model also provides a kind of construction system of elevator shaft cylindrical shell shear wall, is equipped with the construction equipment of an elevator shaft cylindrical shell shear wall provided by the utility model in each cylindrical shell of elevator shaft.
The quantity of the construction equipment of the elevator shaft cylindrical shell shear wall of described cylindrical shell and correspondence is at least two, the dynamical system of climbing in the construction equipment of all described elevator shaft cylindrical shell shear walls is all connected with a monitoring cabinet computer, and described monitoring cabinet computer carries out synchronous lifting running in order to the dynamical system of climbing of controlling in the construction equipment of all described elevator shaft cylindrical shell shear walls.
At same elevator shaft, be provided with continuously at least two described cylindrical shells, in the construction equipment of adjacent described elevator shaft cylindrical shell shear wall, its top layer carrying platform is connected to each other.
At same elevator shaft, be provided with continuously at least two described cylindrical shells, the construction equipment clock of adjacent described elevator shaft cylindrical shell shear wall, its combination cylinder shelf structure is connected to each other.
Described cylindrical shell interval arranges, and the construction equipment of the elevator shaft cylindrical shell shear wall in adjacent described cylindrical shell connects by the scaffold of being located on described top layer carrying platform.
The utility model is hung at template on described top layer carrying platform on the one hand, make combination cylinder shelf structure, top layer carrying platform and template realize whole climbing, greatly improve effect, do not needed other such as the lifting power-assisted of tower machine, Chain block etc.Simultaneously, it is that whole equipment provides support that the utility model utilizes described load base, adopt top layer carrying platform as the bearing structure of climb dynamical system and template, by the dynamical system of climbing of uniqueness, can realize the Integral lifting of load base, combination cylinder shelf structure and top layer carrying platform, provide a kind of efficient, safe, multi-functional, and construction equipment and the system of the less elevator shaft cylindrical shell shear wall of cost.
Accompanying drawing explanation
Fig. 1 be the elevator shaft cylindrical shell shear wall that provides of the utility model embodiment 1 construction equipment face structural representation;
Fig. 2 is the structural representation of facing of dynamical system of climbing described in the utility model embodiment 1;
Fig. 3 is the syndeton schematic diagram of lifting appliance described in the utility model embodiment 1 and messenger cable;
Fig. 4 is the structural representation of load base described in the utility model embodiment 1;
Fig. 5 is the structural representation of a frame in the utility model embodiment 1;
Fig. 6 is the structural representation of another frame in the utility model embodiment 1;
Fig. 7 is the plan structure schematic diagram of cylinder frame in the utility model embodiment 1;
Fig. 8 to Figure 13 is the engineering process schematic diagram that uses the construction equipment of described elevator shaft cylindrical shell shear wall to construct in the utility model embodiment 1;
Figure 14 is the side-looking structural representation of the construction equipment of the elevator shaft cylindrical shell shear wall that provides of the utility model embodiment 1;
Figure 15 is the side-looking structural representation of the construction system of the elevator shaft cylindrical shell shear wall that provides of the utility model embodiment 2;
Figure 16 is the side-looking structural representation of the construction system of the elevator shaft cylindrical shell shear wall that provides of the utility model embodiment 3;
Figure 17 be the elevator shaft cylindrical shell shear wall that provides of the utility model embodiment 3 construction system face structural representation;
In figure, the 1-dynamical system of climbing; 11-messenger cable; 12-lifting appliance; 121-electric block; 122-wire rope; 123-suspension ring structure; 13-turns to movable pulley; 14, fixed bearing on 140-wall; 15-connects assembly pulley; The vertical pulley of 151-; 152-horizontal trolley; 16-pulling force sensor; 17,18-clamping plate; 2-combination cylinder shelf structure; The vertical steel pipe of 21-; 22-cylinder frame base plate; 23-cylinder frame top board; 24-guide roller; 25-ladder scaffolding; 26-diagonal brace; 27-roller support; 3-top layer carrying platform; 4-load base; 41-base plate; Supporting leg is put in 42-upset; 43-rotating shaft; 5-template; 6-maintenance concrete and reinforcing bar; 7-concrete; 8-scaffold.
The specific embodiment
Below with reference to Fig. 1 to Figure 17, construction equipment and the system of elevator shaft cylindrical shell shear wall the utility model being provided by three embodiment are described in detail, it is optional three embodiment of the utility model, can think that those skilled in the art can modify and polish it in the scope that does not change the utility model spirit and content.
Embodiment 1
Please refer to Fig. 1, the present embodiment provides a kind of construction equipment of elevator shaft cylindrical shell shear wall, be applicable in the Core Walls Structure of high level, Super High concrete structure, in order to utilize the template shear wall of constructing in cylindrical shell, specifically, in order to utilize combination cylinder frame and template, it configures self power, be arranged in cylindrical shell, utilize the shear wall first watering as supporting, the construction of climbing alternately.This construction equipment comprises load base 4, combination cylinder shelf structure 2, the dynamical system of climbing 1 and top layer carrying platform 3, described load base 4 is that described combination cylinder shelf structure 2 and top layer carrying platform 3 provide support, described top layer carrying platform 3 is positioned at the top of described combination cylinder shelf structure 2, described template 5 is hung on described top layer carrying platform 3, and described load base 4, combination cylinder shelf structure 2 and top layer carrying platform 3 are realized the Integral lifting on vertical direction by the described dynamical system 1 of climbing.
The present embodiment is hung at template 5 on described top layer carrying platform 3 on the one hand, make combination cylinder shelf structure 2, top layer carrying platform 3 and template 5 realize whole climbing, greatly improve effect, do not needed other such as the lifting power-assisted of tower machine, Chain block etc.Simultaneously, the present embodiment utilizes described load base 4 to provide support for whole equipment, adopt top layer carrying platform as the bearing structure of climb dynamical system and template, by the dynamical system of climbing of uniqueness, can realize the Integral lifting of load base, combination cylinder shelf structure and top layer carrying platform, a kind of efficient, safe, multi-functional, and construction equipment and the system of the less elevator shaft cylindrical shell shear wall of cost.
Please refer to Fig. 1 and Fig. 2, the described dynamical system 1 of climbing comprises vertically to what arrange and turns to movable pulley 13, lifting appliance 12 and messenger cable 11, described messenger cable 11 from described in turn to the downside of movable pulley 13 to turn to movable pulley 13 described in walking around, and one end is connected with described top layer carrying platform 3 by described lifting appliance 12, the other end is fixedly located on the described shear wall inwall of having constructed, described in turn to movable pulley 13 to be fixed at the bottom of described load base 4.Described lifting appliance 12, in order to promote one end of described messenger cable 11, turns to movable pulley 13 to promote thereupon described in making, and then described in making, states load base 4, combination cylinder shelf structure 2 and top layer carrying platform 3 and realize the Integral lifting on vertical direction.That is, in the present embodiment, the described movable pulley 13 that turns to, messenger cable 11 has formed a movable pulley system, and then, when the power that 12 pairs of described messenger cables 11 of described lifting appliance apply is F, the desirable lifting force that turns to movable pulley 13 described in being applied to is 2F, change an angle, turn to movable pulley 13 and on load base 4, if the gravity G of combination cylinder shelf structure 2 and top layer carrying platform 3 etc., so, disregarding friction, resistances etc. ideally, described lifting appliance 12 only needs to provide the lifting force that is greater than G/2 just can realize whole climbing.So this innovative combination design has improved the lifting climbing ability of one times of power-equipment effectively.The present embodiment adopts and turns to turning to of movable pulley 13 and messenger cable 11 to promote design, has effectively improved the Integral lifting ability of electrical equipment.
In the present embodiment, please refer to Fig. 2, described lifting dress, 12 comprise electric block 121, wire rope 122 and suspension ring structure 123, described electric block 121 is fixedly mounted on described top layer carrying platform 3, described suspension ring structure 123 is connected with described messenger cable 11, described suspension ring structure 123 is connected with the suspension hook of described electric block 121 by described wire rope 122, thereby make described suspension ring structure 123 and described suspension hook Synchronous lifting, and then make described messenger cable 11 and described suspension hook Synchronous lifting.Furthermore, in the present embodiment, described electric block 121 is the conventional electric block in common job site, lifting power machine structure, movable pulley and suspension hook have been comprised, described suspension hook is located on described movable pulley, is connected, thereby utilizes the running of lifting power machine structure between described hoisting mechanism and movable pulley by jack, pull jack, and then realize the lifting to movable pulley.
Please refer to Fig. 4, and in conjunction with Fig. 2, described in the dynamical system 1 of climbing also comprise and connect assembly pulley 15, described in described messenger cable 11 is connected to after described connection assembly pulley 15 turns to, turn to movable pulley 13.Described connection assembly pulley 15 is fixedly located on described load base 4.Described connection assembly pulley 15 at least comprises the horizontal trolley 152 that vertical pulley 151 that vertical direction arranges and horizontal direction arrange, and the control oneself described shear wall inwall of construction of described messenger cable 11 turns to movable pulley 13 described in being connected to after described vertical pulley 151 and horizontal trolley 152 turn to successively.That is can think, described connection assembly pulley 15 with turn to movable pulley 13 jointly to play the effect of movable pulley.Certainly; even without connecting assembly pulley 15; and only by one, turn to effect that movable pulley 13 is realized movable pulley also can realize to improve the climb effect of power of lifting; so; can think; as long as used this to turn to movable pulley 13 just to fall in protection domain of the present utility model, whether adopted connection assembly pulley 15 and be not limited to.
Between described lifting appliance 12 and messenger cable 11, be provided with pulling force sensor 16.Please refer to Fig. 3, described pulling force sensor 16 is located between suspension ring structure 123 and clamping plate 17, and then detects the stressing conditions between messenger cable 11 and wire rope 122.A monitoring cabinet computer (not shown) is connected with lifting appliance 12 with described pulling force sensor 16 respectively, and whether described monitoring cabinet computer promotes with the described lifting appliance 12 of control in order to the data judgement gathering according to described pulling force sensor 16.
So this monitoring cabinet computer, pulling force sensor 16 and lifting appliance 12 have been combined to form automated security monitor operating means.It has gathered the load information of climbing in process by pulling force sensor, this information imports monitoring cabinet computer, carries out normal, overload, the overloading analysis of hoist load; Automatically carry out and promote, report to the police, shut down and control.For monitoring and the interventional procedure of whole process, operating personnel can realize according to an artificial handheld box, and artificial handheld box can wireless or wired picking out, and operating personnel can operate outward in whole system, thereby guarantee constructor's safety.The present embodiment is by the introducing of pulling force sensor and monitoring cabinet computer, and be applied to operation soft and hardware in monitoring cabinet computer etc., to control process implementation automation control, operating personnel can not stand in a frame that climbs and operate, and guarantee constructor's job safety.
Please refer to Fig. 1 and Fig. 2, described in the climb quantity of dynamical system 1 be two, for the integral body of described load base 4, combination cylinder shelf structure 2 and top layer carrying platform 3 provides the lifting of balance.Please refer to Fig. 3, the messenger cable 11 of the dynamical system of climbing described in two 1 merges by fixation device, and is connected with described lifting appliance 12 by described fixation device.In the present embodiment, described fixation device comprises two clamping plate 17 and 18, and its middle clamp plate 17 only plays the effect that merges messenger cable 11, and clamping plate 18 have not only been realized the effect that messenger cable 11 merges, also in order to be connected with pulling force sensor 16.
The described dynamical system of climbing also comprises fixed bearing 14 on wall, and described messenger cable 11 is fixedly connected with the described shear wall inwall of having constructed by described fixed bearing 14.
Described load base 4 at least comprises overturning puts supporting leg 42 and base plate 41, described upset is put supporting leg 42 and is located on described base plate 41, and the rotating shaft on described base plate 41 43 realizes upset, described upset is shelved on shear wall after putting supporting leg 42 upsets, thereby the position of realizing described base plate 41 is fixed, described combination cylinder shelf structure 2 is located on described base plate 41.
Further, in the present embodiment, the concrete structure that can put supporting leg 42 to described upset limits, for example, the gravity that is positioned at the part that rotating shaft outside is connected with shear wall that upset can be put to supporting leg 42 is arranged to be greater than the part being positioned at inside rotating shaft, and then, when upset is put supporting leg 42 not when putting the state of propping up, it can naturally droop due to the effect of gravity, without further operating; Again for example, the position of rotation that supporting leg 42 is put in upset can specifically limit by position limiting structure.As long as used upset to put supporting leg 42, just should think that it is in the protection domain of our patent.
Originally being equipped in the construction operation stage adopts upset to put supporting leg on structure, to put, and supporting capacity is large; Upset is put automatically putting of supporting leg and is propped up safe and reliable.This equipment ramp-up period adopts lifting cable wire fixing on concrete structure, stressed succinct clear and definite; Easy and simple to handle reliable and secure.
Please refer to Fig. 5 to Fig. 7, described combination cylinder shelf structure 2 comprises the cylinder frame of at least two sections, and described cylinder frame is stack combinations vertically.Described cylinder frame at least comprises diagonal brace 26, vertical steel pipe 21 and horizontally disposed cylinder frame top board 23 and cylinder frame base plate 22, described vertical steel pipe 21 is connecting cylinder frame top board 23 and cylinder frame base plate 22 vertically, the described cylinder of the oblique connection of described diagonal brace 26 frame top board 23 and cylinder frame base plate 22.It is the member that traditional scaffold is conventional, and described cylinder frame base plate 22 and cylinder frame top board 23 are rectangle, and in the present embodiment, described cylinder frame base plate 22 is connected by three described vertical steel pipes 21 respectively with four angles of cylinder frame top board 23.
Please refer to Fig. 5, described cylinder frame is provided with the ladder scaffolding 25 vertically arranging.On described cylinder frame, be also provided with guide roller 24 and roller support 27, described guide roller 24 is fixedly located on described cylinder frame by described roller support 27, and described guide roller 24 rolls and is connected with the inwall of described cylindrical shell.Thereby make described combination cylinder shelf structure in the process of climbing, can remain firm.
Described cylinder frame adopts standard sections part design, the triangle space column being combined into by round steel pipe on four angles of cylinder frame, the rigidity design of node such as employing; Can independent assortment for its cylindrical shell height of different floor heights; On it, dispose vertical ladder scaffolding, shelf.
In function, it is the bearing structure that dynamical system 2 hangs that climbs to described top layer carrying platform 3, is again the main operation platform of construction operation; Also be the carrying guiding rule road of template 5 mobile devices of body of wall simultaneously.This innovative design has solved concrete tube structure form removal, and the difficult problem that template synchronous promotes, is a great innovation in current elevator shaft cylindrical shell template construction.
Please refer to Fig. 1 and Figure 14, the present embodiment also provides a kind of construction system of elevator shaft cylindrical shell shear wall, in each cylindrical shell of elevator shaft, be equipped with the construction equipment of an elevator shaft cylindrical shell shear wall provided by the utility model, in other optional embodiments of the utility model, the quantity of the construction equipment of the elevator shaft cylindrical shell shear wall of described cylindrical shell and correspondence is at least two.
Please refer to Fig. 8 to Figure 13, when the construction equipment of the elevator shaft cylindrical shell shear wall that uses the present embodiment to provide and system, with following flow implementation:
First, please refer to Fig. 8, the shear wall of one deck has completed concreting, then, as shown in Figure 9, carry out the installation colligation of last layer maintenance concrete and reinforcing bar 6, after installation, as shown in figure 10, template is unloaded from the shear wall of having built, simultaneously, fixed bearing 140 on wall is installed completing before on the shear wall of building, then, please refer to Figure 11, transfer the jack of electric block 121, suspension hook is fallen, thereby fixed bearing 14 on the wall of the other end of described messenger cable 11 and one deck before can be separated, and then it is fixedly connected with fixed bearing 140 on the new wall of installing, after being fixedly connected with, just can start electric block 121, to equipping integral body, promote, make its last layer of climbing, after putting in place, please refer to Figure 12, utilizing upset to put supporting leg 42 is shelved on shear wall, realization is to equipping whole support.Finally, the shear wall of this layer is carried out to concreting.
Embodiment 2
The quantity of the construction equipment of the elevator shaft cylindrical shell shear wall of described cylindrical shell and correspondence is at least two, the dynamical system 1 of climbing in the construction equipment of all described elevator shaft cylindrical shell shear walls is all connected with a monitoring cabinet computer, and described monitoring cabinet computer carries out synchronous lifting running in order to the dynamical system 1 of climbing of controlling in the construction equipment of all described elevator shaft cylindrical shell shear walls.In the present embodiment, please refer to Figure 15, the quantity of the construction equipment of the elevator shaft cylindrical shell shear wall of described cylindrical shell and correspondence is two.
At same elevator shaft, be provided with continuously at least two described cylindrical shells, in the present embodiment, its quantity is two, in the construction equipment of adjacent described elevator shaft cylindrical shell shear wall, its top layer carrying platform 3 is connected to each other, in the construction equipment of adjacent described elevator shaft cylindrical shell shear wall, its combination cylinder shelf structure 2 is connected to each other.In the present embodiment, please refer to Figure 15, top layer carrying platform 3 also connects by the scaffold 8 on it.
Embodiment 3
Please refer to Figure 16, the difference of the present embodiment and embodiment 2 is only, the quantity of the construction equipment of described cylindrical shell and corresponding elevator shaft cylindrical shell shear wall is at least three.
Embodiment 4
Please refer to Figure 17, the difference of the present embodiment and embodiment 2 is only, the setting of described cylindrical shell interval, and the construction equipment of the elevator shaft cylindrical shell shear wall in adjacent described cylindrical shell connects by the scaffold 8 of being located on described top layer carrying platform 3.
In sum, it is basic equipment unit that the utility model be take the construction equipment of the elevator shaft cylindrical shell shear wall that single cylinder climbs, can realize further combination for double shell, three cylindrical shells and many cylindrical shells, the multifunctionality having, can solve the deficiency of hydraulic climbing mould bases application limitation.Equipment provided by the utility model adopts modularized design, and cylindrical shell height and level, to can free spelling, meet different floor heights, the construction requirement of flat building sides.Its parts can repeat turnover and use.The construction equipment of the elevator shaft cylindrical shell shear wall that the utility model provides be take single cylinder as basic equipment unit, can carry out the combination of many cylindrical shells, and can form combination lifting platform for structure construction provides large-scale operation place, solve a difficult problem for Core Walls Structure construction equipment and preloading.
Claims (24)
1. the construction equipment of an elevator shaft cylindrical shell shear wall, be applicable to high level, in the Core Walls Structure of Super High concrete structure, in order to utilize the template shear wall of constructing in cylindrical shell, it is characterized in that: comprise load base, combination cylinder shelf structure, the dynamical system of climbing and top layer carrying platform, described load base is that described combination cylinder shelf structure and top layer carrying platform provide support, described top layer carrying platform is positioned at the top of described combination cylinder shelf structure, described template is hung on described top layer carrying platform, described load base, combination cylinder shelf structure and top layer carrying platform are realized the Integral lifting on vertical direction by the described dynamical system of climbing.
2. the construction equipment of elevator shaft cylindrical shell shear wall as claimed in claim 1, it is characterized in that: described in the dynamical system of climbing comprise vertically to what arrange and turn to movable pulley, lifting appliance and messenger cable, described messenger cable from described in turn to the downside of movable pulley to turn to movable pulley described in walking around, and one end is connected with described top layer carrying platform by described lifting appliance, the other end is fixedly located on the described shear wall inwall of having constructed, described in turn to movable pulley to be fixed at the bottom of described load base.
3. the construction equipment of elevator shaft cylindrical shell shear wall as claimed in claim 2, it is characterized in that: described lifting appliance is in order to promote one end of described messenger cable, described in making, turn to movable pulley to promote thereupon, and then described in making, state load base, combination cylinder shelf structure and top layer carrying platform and realize the Integral lifting on vertical direction.
4. the construction equipment of elevator shaft cylindrical shell shear wall as claimed in claim 2, it is characterized in that: described lifting appliance comprises electric block, wire rope and suspension ring structure, described electric block is fixedly mounted on described top layer carrying platform, described suspension ring structure is connected with described messenger cable, described suspension ring structure is connected with the suspension hook of described electric block by described wire rope, thereby make described suspension ring structure and described suspension hook Synchronous lifting, and then make described messenger cable and described suspension hook Synchronous lifting.
5. the construction equipment of elevator shaft cylindrical shell shear wall as claimed in claim 2, is characterized in that: described in the dynamical system of climbing also comprise connection assembly pulley, described in described messenger cable is connected to after described connection assembly pulley turns to, turn to movable pulley.
6. the construction equipment of elevator shaft cylindrical shell shear wall as claimed in claim 5, is characterized in that: described connection assembly pulley is fixedly located on described load base.
7. the construction equipment of elevator shaft cylindrical shell shear wall as claimed in claim 5, it is characterized in that: described connection assembly pulley at least comprises the horizontal trolley that vertical pulley that vertical direction arranges and horizontal direction arrange, the control oneself described shear wall inwall of construction of described messenger cable turns to movable pulley described in being connected to after described vertical pulley and horizontal trolley turn to successively.
8. the construction equipment of elevator shaft cylindrical shell shear wall as claimed in claim 2, is characterized in that: between described lifting appliance and messenger cable, be provided with pulling force sensor.
9. the construction equipment of elevator shaft cylindrical shell shear wall as claimed in claim 8, it is characterized in that: a monitoring cabinet computer is connected with lifting appliance with described pulling force sensor respectively, whether described monitoring cabinet computer is in order to promote according to the data judgement of described pulling force sensor collection and the described lifting appliance of control.
10. the construction equipment of elevator shaft cylindrical shell shear wall as claimed in claim 2, is characterized in that: described in the climb quantity of dynamical system be two, for the integral body of described load base, combination cylinder shelf structure and top layer carrying platform provides the lifting of balance.
The construction equipment of 11. elevator shaft cylindrical shell shear walls as claimed in claim 10, is characterized in that: the messenger cable of the dynamical system of climbing described in two merges by fixation device, and is connected with described lifting appliance by described fixation device.
The construction equipment of 12. elevator shaft cylindrical shell shear walls as claimed in claim 2, is characterized in that: described in the dynamical system of climbing also comprise fixed bearing on wall, described messenger cable is fixedly connected with the described shear wall inwall of having constructed by described fixed bearing.
The construction equipment of 13. elevator shaft cylindrical shell shear walls as claimed in claim 1, it is characterized in that: described load base at least comprises overturning puts supporting leg and base plate, described upset is put supporting leg and is located on described base plate, and the rotating shaft on described base plate realizes upset, described upset is shelved on shear wall after putting supporting leg upset, thereby the position of realizing described base plate is fixed, described combination cylinder shelf structure is located on described base plate.
The construction equipment of 14. elevator shaft cylindrical shell shear walls as claimed in claim 1, is characterized in that: described combination cylinder shelf structure comprises the cylinder frame of at least two sections, and described cylinder frame is stack combinations vertically.
The construction equipment of 15. elevator shaft cylindrical shell shear walls as claimed in claim 14, it is characterized in that: described cylinder frame at least comprises diagonal brace, vertical steel pipe and horizontally disposed cylinder frame top board and cylinder frame base plate, described vertical steel pipe is connecting cylinder frame top board and cylinder frame base plate vertically, the described cylinder of the oblique connection of described diagonal brace frame top board and cylinder frame base plate.
The construction equipment of 16. elevator shaft cylindrical shell shear walls as claimed in claim 15, is characterized in that: described cylinder frame base plate and cylinder frame top board are rectangle, and described cylinder frame base plate is connected by three described vertical steel pipes respectively with four angles of cylinder frame top board.
The construction equipment of 17. elevator shaft cylindrical shell shear walls as claimed in claim 15, is characterized in that: described cylinder frame is provided with the ladder scaffolding vertically arranging.
18. elevator shaft cylindrical shell shear wall construction equipments as claimed in claim 15, it is characterized in that: on described cylinder frame, be also provided with guide roller and roller support, described guide roller is fixedly located on described cylinder frame by described roller support, and described guide roller rolls and is connected with the inwall of described cylindrical shell.
The construction system of 19. 1 kinds of elevator shaft cylindrical shell shear walls, is characterized in that: the construction equipment that is equipped with an elevator shaft cylindrical shell shear wall as described in one of as any in claim 1 to 18 in each cylindrical shell.
The construction system of 20. elevator shaft cylindrical shell shear walls as claimed in claim 19, is characterized in that: the quantity of the construction equipment of the elevator shaft cylindrical shell shear wall of described cylindrical shell and correspondence is at least two.
The construction system of 21. elevator shaft cylindrical shell shear walls as claimed in claim 20, it is characterized in that: the dynamical system of climbing in the construction equipment of all described elevator shaft cylindrical shell shear walls is all connected with a monitoring cabinet computer, described monitoring cabinet computer carries out synchronous lifting running in order to the dynamical system of climbing of controlling in the construction equipment of all described elevator shaft cylindrical shell shear walls.
The construction system of 22. elevator shaft cylindrical shell shear walls as claimed in claim 20, it is characterized in that: at same elevator shaft, be provided with continuously at least two described cylindrical shells, in the construction equipment of adjacent described elevator shaft cylindrical shell shear wall, its top layer carrying platform is connected to each other.
The construction system of 23. elevator shaft cylindrical shell shear walls as claimed in claim 20, it is characterized in that: at same elevator shaft, be provided with continuously at least two described cylindrical shells, the construction equipment clock of adjacent described elevator shaft cylindrical shell shear wall, its combination cylinder shelf structure is connected to each other.
The construction system of 24. elevator shaft cylindrical shell shear walls as claimed in claim 20, it is characterized in that: described cylindrical shell interval arranges, and the construction equipment of the elevator shaft cylindrical shell shear wall in adjacent described cylindrical shell connects by the scaffold of being located on described top layer carrying platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420082251.4U CN203846779U (en) | 2014-02-25 | 2014-02-25 | Construction equipment for shear wall of shaft body of elevator and system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420082251.4U CN203846779U (en) | 2014-02-25 | 2014-02-25 | Construction equipment for shear wall of shaft body of elevator and system |
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| CN203846779U true CN203846779U (en) | 2014-09-24 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821356A (en) * | 2014-02-25 | 2014-05-28 | 上海鑫尔森模架工程有限公司 | Construction equipment and system of elevator shaft shear wall |
| CN104314304A (en) * | 2014-10-23 | 2015-01-28 | 中建三局第一建设工程有限责任公司 | Outside-steel, inside-aluminum, outside-climbing and inside-crossing comprehensive formwork system |
-
2014
- 2014-02-25 CN CN201420082251.4U patent/CN203846779U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821356A (en) * | 2014-02-25 | 2014-05-28 | 上海鑫尔森模架工程有限公司 | Construction equipment and system of elevator shaft shear wall |
| CN104314304A (en) * | 2014-10-23 | 2015-01-28 | 中建三局第一建设工程有限责任公司 | Outside-steel, inside-aluminum, outside-climbing and inside-crossing comprehensive formwork system |
| CN104314304B (en) * | 2014-10-23 | 2016-02-03 | 中建三局第一建设工程有限责任公司 | The comprehensive formwork system of varus is climbed outside aluminium in a kind of outer steel |
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