CN105401582A - Hanging type unearthing device for bidirectional synchronous reversed construction and construction method - Google Patents
Hanging type unearthing device for bidirectional synchronous reversed construction and construction method Download PDFInfo
- Publication number
- CN105401582A CN105401582A CN201510881612.0A CN201510881612A CN105401582A CN 105401582 A CN105401582 A CN 105401582A CN 201510881612 A CN201510881612 A CN 201510881612A CN 105401582 A CN105401582 A CN 105401582A
- Authority
- CN
- China
- Prior art keywords
- transport case
- construction method
- floor
- construction
- hanging type
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
- E02D29/05—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench
- E02D29/055—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench further excavation of the cross-section proceeding underneath an already installed part of the structure, e.g. the roof of a tunnel
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Carriers, Traveling Bodies, And Overhead Traveling Cranes (AREA)
Abstract
The invention provides a hanging type unearthing device for bidirectional synchronous reversed construction and a construction method. A conveying box, filled with wastes produced by basement construction, is lifted out of the ground and transferred onto a long-distance horizontal conveying device through a hanging type crane and then is conveyed to an appointed loading position by utilizing the long-distance horizontal conveying device, the wastes in the conveying box are unloaded into a conveying vehicle by utilizing other cranes, and the empty conveying box is put onto the long-distance horizontal conveying device again, then conveyed back through the long-distance horizontal conveying device and finally conveyed to a basement through the hanging type crane for repeated use. With the adoption of the hanging type unearthing device and the construction method, the cleaning and conveying efficiencies of underground engineering wastes can be effectively improved, the investment of large machines near an unearthing reserved hole in an underground structure is effectively reduced, the construction cost is lowered, and the influence of underground waste cleaning and conveying construction on upper part structure construction can also be greatly lowered.
Description
Technical field
The invention belongs to civil engineering field, particularly relate to a kind of suspension type excavation device for bi-directional synchronization adverse construction method and construction method.
Background technology
In traditional deep-foundation pit engineering, the earthwork adopts digging machine cleaning transport, temporary concrete supports, wall employing crane cleaning transport by stages, and this method is suitable for the open operating mode in constructing operation face.But the base pit engineering exploitation scale of downtown area is more and more darker at present, increasing, a point mode for hole construction is often taked for controlling foundation pit deformation, because of the dismounting of temporary support, by stages wall, a large amount of solid waste can be brought, there is a large amount of deep foundation ditch in addition and adopt reverse construction, cause soil excavation muck haulage difficulty, execution conditions that these solid waste face will become harshness increasingly to use existing construction equipment and technology to remove.
Therefore, how to provide a kind of conevying efficiency is high, cost is low the suspension type excavation device for bi-directional synchronization adverse construction method and construction method, become the technical problem that building operations circle needs further improvement and optimization.
Summary of the invention
The invention provides a kind of suspension type excavation device for bi-directional synchronization adverse construction method and construction method, solve soil excavation (contrary sequence method) in deep-foundation pit engineering, discarded object (by stages wall, support etc.) transport difficulty is large, efficiency is low, cost is high technical problem.
For solving the problems of the technologies described above, the invention provides following technical scheme:
For a suspension type excavation device for bi-directional synchronization adverse construction method, comprising:
For loading the transport case of discarded object;
Remote horizontal transporter, described transport case can be transported to by described remote horizontal transporter specifies entrucking point unloading discarded object and is transported back by the transport case of sky;
And hanging type crane, be hung on the below on the ground at the bottom of first floor structure floor beam and above the unearthed hole to be provided being located at ground floor, described hanging type crane can by described transport case vertical lift in the unearthed hole to be provided of underground each Rotating fields floor, and described transport case can be moved horizontally, make described transport case be positioned on remote horizontal transporter or hang remote horizontal transporter.
Preferably, above-mentioned in the suspension type excavation device of bi-directional synchronization adverse construction method, described hanging type crane, comprise a pair suspension bracket of the below be hung on the ground at the bottom of first floor structure floor beam, the two-rail beam be arranged in parallel, lateral transfer is driven a vehicle, pair of tracks and the electric block for being elevated described transport case be arranged in the driving of described lateral transfer, described a pair suspension bracket supports the two ends of described two-rail beam respectively, described pair of tracks is arranged on described two-rail beam respectively, described lateral transfer driving is located on described two-rail beam also can move along described two-rail beam.
Preferably, above-mentioned in the suspension type excavation device of bi-directional synchronization adverse construction method, described suspension bracket comprises two vertical bars and a transverse bar, the upper end of described two vertical bars is fixedly connected with described ground first floor structure floor, and the lower end of described two vertical bars is fixedly connected with the two ends of described transverse bar respectively.
Preferably, above-mentioned in the suspension type excavation device of bi-directional synchronization adverse construction method, described remote horizontal transporter comprises electric flatbed tricycle and wooden handcart guide rail, described wooden handcart guide rail is arranged on described ground floor, a part for described wooden handcart guide rail is between two described door frame guide rails, described electric flatbed tricycle can move along described wooden handcart guide rail, and described electric flatbed tricycle has drive system of electric motor vehicle.
Preferably, above-mentioned in the suspension type excavation device of bi-directional synchronization adverse construction method, the top of described transport case is provided with some self-locking suspension centres.
Preferably, above-mentioned in the suspension type excavation device of bi-directional synchronization adverse construction method, each self-locking suspension centre comprises snap close and spring shaft, described snap close is installed on the top of described transport case by described spring shaft, described spring shaft has spontaneous one-directional rotation characteristic, can prevent snap close from oppositely getting loose.
Preferably, above-mentioned in the suspension type excavation device of bi-directional synchronization adverse construction method, also comprise Digiplex, described Digiplex controls the operation of described remote horizontal transporter and described hanging type crane respectively.
The invention also discloses a kind of as above for the construction method of the suspension type excavation device of bi-directional synchronization adverse construction method, comprise the steps:
Step one: the basement roof as ground floor starts construction, after concrete curing to requirement of strength, start to make basement first floor structure floor to subinverse, upwards along the bidirectional construction making first floor structure floor on the ground, arrange unearthed hole to be provided in the same position correspondence of basement each Rotating fields floor;
Step 2: after first floor structure floor maintenance on the ground meets the demands to intensity, installs at the bottom of the ground first floor structure floor beam above unearthed reserved opening and hangs bracket; In the unearthed hole to be provided both sides of basement roof, the wooden handcart guide rail paralleled is installed respectively;
Step 3: install two-rail beam on suspension bracket, and the driving of attachment rail, lateral transfer and electric block; Electric flatbed tricycle installed by wooden handcart guide rail;
Step 4: continue adverse construction method downwards, is installed in transport case by the earthwork that basement excavates, and adopts hanging type crane to hang out ground;
Step 5: drive lateral transfer dolly, transport case is transferred on electric flatbed tricycle;
Step 6: start electric flatbed tricycle, is delivered to transport case and specifies entrucking point;
Step 7: adopt other cranes by the earthwork in the transport case on electric flatbed tricycle in being offloaded to haulage vehicle, concentrates and transports construction plant;
Step 8: adopt other cranes described to reappose on electric flatbed tricycle by transport case, transport operating point back by electric flatbed tricycle;
Step 9: transport case is winched to basement by hanging type crane, is installed in transport case by the earthwork of construction;
Repeat above-mentioned steps four ~ step 9, until discarded object cleaning transport completes.
Preferably, in the above-mentioned discarded object for underground construction cleaning transportation resources, every platform hanging type crane is equipped with two transport cases, and transport case will be transported to outside discarded object specifies entrucking point and by other crane loadings, then zero load returns; The same period, another transport case loaded discarded object by hanging type crane handling to ground at basement, and two transport cases first stop principle and dock at according to arriving first and unload a little, and the transport case arrived afterwards docks at unloads a little.
Preferably, in the above-mentioned discarded object for underground construction cleaning transportation resources, according to total side's amount of discarded object, go out to clear up freight volume every day at budget calculating time claimed, monolayer area is divided into some cleaning traffic zones, and each district sets up a set of independently for the suspension type excavation device of bi-directional synchronization adverse construction method.
Beneficial effect of the present invention is as follows:
Suspension type excavation device for bi-directional synchronization adverse construction method provided by the invention and construction method, by hanging type crane, the described transport case that the discarded object that basement construction produces is housed is hung out ground and is transferred on described remote horizontal transporter, recycle remote horizontal transporter and transport case is delivered to appointment entrucking point, utilize other cranes the discarded object in transport case is offloaded to haulage vehicle and reapposes on remote horizontal transporter by the transport case of sky, then transported back by the transport case of remote horizontal transporter by sky; Finally by hanging type crane, the transport case of sky being transported to basement carries out reciprocating operation, effectively can improve cleaning, the conevying efficiency of underground construction discarded object, effectively reduce underground structure to be unearthed the input of the big machinery near hole to be provided, not only reduce construction cost, and significantly can reduce the impact of cleaning transport construction on Superstructure Construction of underground discarded object.The present invention specifically has the following advantages:
One, the present invention directly lifts by crane from basement discarded object place cleaning due to hanging type crane, hang out ground namely to switch to remote horizontal transporter and transport, on the one hand, without the need to using large-scale digging machine and crane, avoid large-scale digging machine and crane circles round slowly, and need the drawback of larger rotary space; On the other hand, after adopting the gantry type device scheme of underground construction discarded object cleaning transport, heavy earthwork car, without the need to opening upper floor, large area can reduce first floor floor plate reinforcement region, reduce reinforcing bar or lattice column use amount, reduce construction cost; Again on the one hand, it is little that the remote horizontal transport of hanging type crane takes up an area space, therefore, the present invention can be suitable for simultaneously all kinds of along constructing, the deep-foundation pit engineering of adverse construction method, do not affect Superstructure Construction, the overall speed of application of quickening engineering.
Two, the present invention is because hanging type crane is directly from the lifting of basement discarded object place cleaning, and hang out ground and namely switch to remote horizontal transporter and transport, therefore, required unearthed hole to be provided size is less, is conducive to the intensity of enhanced level braced structures.
Three, hanging type crane of the present invention, utilize described electric block conveniently can realize the elevating movement in unearthed hole to be provided passage of transport case, utilize described lateral transfer to drive a vehicle and can realize transport case moving horizontally on ground floor, two vertical parts of described door frame are arranged on described door frame guide rail and also can move along described door frame guide rail, on the one hand, hanging type crane and can be evenly distributed on door frame guide rail with the load of transport case, effectively can increase the loaded area of whole hanging type crane load, reduce ground floor to the reinforcement measure of hanging type crane, on the other hand, the movement of hanging type crane can be facilitated, be conducive to cycling and reutilization.
Four, the present invention uses Digiplex to carry out signalman, improves the informationization integration ability of construction equipment.The unified electric energy that uses of equipment, as power, reduces noise, energy-saving and emission-reduction.
Five, the present invention clears up the physical form of the discarded object of transport can be the forms such as fluid, solid and the solid mixing of stream, and such as mud, sand, building waste, discarded concrete support, discarded concrete wall etc. by stages, applicability is strong.
Accompanying drawing explanation
Fig. 1 is the front elevation view of the present invention for the suspension type excavation device of bi-directional synchronization adverse construction method;
Fig. 2 is the side elevational view of the present invention for the suspension type excavation device of bi-directional synchronization adverse construction method;
Fig. 3 is the plan view of the present invention for the suspension type excavation device of bi-directional synchronization adverse construction method;
Fig. 4 is the front elevation view hanging bracket in one embodiment of the invention;
Fig. 5 is the side elevational view hanging bracket in one embodiment of the invention;
Fig. 6 is wooden handcart guide rail anchoring figure in one embodiment of the invention;
Fig. 7 is transport case self-locking suspension centre detail drawing.
In figure: 1---two-rail beam; 2---track; 3---lateral transfer is driven a vehicle; 4---hang bracket; 4a---vertical bar; 4b---transverse bar; 4c---built-in fitting; 5---transport case; 6---driving conduction rack; 7---Digiplex; 8---wooden handcart guide rail; 9---electric flatbed tricycle; 10---drive system of electric motor vehicle; 11---self-locking suspension centre; 11a---snap close; 11b---spring shaft; 12---electric block; 13---expansion bolt.
Detailed description of the invention
The suspension type excavation device for bi-directional synchronization adverse construction method proposed the present invention below in conjunction with the drawings and specific embodiments and construction method are described in further detail.According to the following describes and claims, advantages and features of the invention will be clearer.It should be noted that, accompanying drawing all adopts the form that simplifies very much and all uses non-ratio accurately, only in order to object that is convenient, the aid illustration embodiment of the present invention lucidly.
Embodiment one
Refer to Fig. 1 to Fig. 7, present embodiment discloses a kind of suspension type excavation device for bi-directional synchronization adverse construction method, comprising: for loading the transport case 5 of discarded object, remote horizontal transporter and hanging type crane.Described transport case 5 can be transported to by described remote horizontal transporter specifies entrucking point unloading discarded object and is transported back by the transport case 5 of sky.Described hanging type crane, be hung on the below on the ground at the bottom of first floor structure floor beam and above the unearthed hole to be provided being located at ground floor, described hanging type crane can by described transport case 5 vertical lift in the unearthed hole to be provided of underground each Rotating fields floor, and described transport case 5 can be moved horizontally, make described transport case 5 be positioned on remote horizontal transporter or hang remote horizontal transporter.
This is used for the suspension type excavation device of bi-directional synchronization adverse construction method, by hanging type crane, the described transport case 5 that the discarded object that basement construction produces is housed is hung out ground and is transferred on described remote horizontal transporter, recycle remote horizontal transporter and transport case 5 is delivered to appointment entrucking point, utilize other cranes and common crane the discarded object in transport case 5 is offloaded to haulage vehicle (not shown) and reapposes on remote horizontal transporter by the transport case 5 of sky, then transported back by the transport case 5 of remote horizontal transporter by sky; Finally by hanging type crane, the transport case 5 of sky being transported to basement carries out reciprocating operation, effectively can improve cleaning, the conevying efficiency of underground construction discarded object, decrease underground structure to be unearthed the input of the big machinery near hole to be provided, not only reduce construction cost, and significantly can reduce the impact of cleaning transport construction on Superstructure Construction of underground discarded object.
And the present invention directly lifts by crane from basement discarded object place cleaning due to hanging type crane, hang out ground namely to switch to remote horizontal transporter and transport, on the one hand, without the need to using large-scale digging machine and crane, avoid large-scale digging machine and crane circles round slowly, and need the drawback of larger rotary space; On the other hand, after adopting the gantry type device scheme of underground construction discarded object cleaning transport, heavy earthwork car, without the need to opening upper floor, large area can reduce first floor floor plate reinforcement region, reduce reinforcing bar or lattice column use amount, reduce construction cost; Again on the one hand, it is little that the remote horizontal transport of hanging type crane takes up an area space, therefore, the present invention can be suitable for simultaneously all kinds of along constructing, the deep-foundation pit engineering of adverse construction method, do not affect Superstructure Construction, the overall speed of application of quickening engineering.In addition, because hanging type crane is directly from the lifting of basement discarded object place cleaning, hang out ground and namely switch to remote horizontal transporter and transport, therefore, required unearthed hole to be provided size is less, is conducive to the intensity of enhanced level braced structures.
Preferably, in the present embodiment, described hanging type crane, comprise a pair suspension bracket 4 of the below be hung on the ground at the bottom of first floor structure floor beam, the two-rail beam 1 be arranged in parallel, lateral transfer driving 3, pair of tracks 2 and the electric block 12 for being elevated described transport case 5 be arranged in described lateral transfer driving 3, described a pair suspension bracket 4 supports the two ends of described two-rail beam 1 respectively, described pair of tracks 2 is arranged on described two-rail beam 1 respectively, described lateral transfer driving 3 is located on described two-rail beam 1 also can move two-rail beam 1 two-rail beam 1 along described two-rail beam 1.Described electric block 12 is arranged at the below of described lateral transfer driving 3 and can follows the driving of described lateral transfer and 3 to move.Utilize described electric block 12 conveniently can realize the elevating movement in unearthed hole to be provided passage of transport case 5, utilize described lateral transfer driving 3 can realize transport case 5 moving horizontally on ground floor.Also can move along described two-rail beam 1 because described lateral transfer driving 3 is located on described two-rail beam 1, two-rail beam 1 is not only for axial transport driving provides reliable support, and electric block 12 and lifting rope thereof can be made to pass through between two horizontally disposed two-rail beams 1, thus lateral transfer is driven a vehicle 3 can handling transport case 5 more reposefully.
Preferably, above-mentioned in the suspension type excavation device of bi-directional synchronization adverse construction method, described suspension bracket 4 comprises two vertical bar 4a and transverse bar 4b, the upper end of described two vertical bar 4a is fixedly connected with described ground first floor structure floor F1, concrete, upper end and the built-in fitting 4c being embedded in first floor structure floor F1 on the ground in advance of described two vertical bar 4a are welded and fixed or bolt is fixed, and the lower end of described two vertical bar 4a is bolted to connection with the described two ends to bar 4b respectively.
In order to safer, convenient horizontal feed transport case 5, described remote horizontal transporter comprises electric flatbed tricycle 9 and wooden handcart guide rail 8, described wooden handcart guide rail 8 is arranged on described ground floor, a part for described wooden handcart guide rail 8 is between two described door frame guide rails, described electric flatbed tricycle 9 can move along described wooden handcart guide rail 8, and described electric flatbed tricycle 9 has drive system of electric motor vehicle 10.The wheel tracks of electric flatbed tricycle 9 can carry out synchronous controllable adjustment according to needs of constructing with wooden handcart guide rail 8 spacing.In the present embodiment, wooden handcart guide rail 8 adopts M12 expansion bolt 13 to be anchored on ground floor, as shown in Figure 6.
Preferably, above-mentioned in the suspension type excavation device of bi-directional synchronization adverse construction method, the top of described transport case 5 is provided with some self-locking suspension centres 11, please consult Fig. 7 by emphasis, each self-locking suspension centre 11 comprises snap close 11a and spring shaft 11b, described snap close 11a is installed on the top of described transport case 5 by described spring shaft 11b, and described spring shaft 11b has spontaneous one-directional rotation characteristic, can prevent snap close 11a from oppositely getting loose.Spring shaft 11b due to self-locking suspension centre 11 possesses spontaneous one-directional rotation characteristic, can prevent snap close 11a from oppositely getting loose, buckle lifting rope and automatically lock immediately, can make the connection of lifting rope and transport case 5 more fast reliable, lighten restrictions on convenient.
Conveniently constructor's operation, preferably, above-mentioned in the suspension type excavation device of bi-directional synchronization adverse construction method, also comprise Digiplex 7, described Digiplex 7 controls the operation of described remote horizontal transporter and described hanging type crane respectively.
In addition, for the ease of described lateral transfer driving 3 being provided with in addition the driving conduction rack 6. for placing cable
In addition, described electric block 12 all adopts motorized motions with electric flatbed tricycle 9, makes the unified electric energy that uses of whole equipment as power, has the effect reducing noise, energy-saving and emission-reduction.
Embodiment two
Please continue to refer to Fig. 1 to Fig. 7, present embodiment discloses the construction method for the suspension type excavation device of bi-directional synchronization adverse construction method as described in embodiment one, comprise the steps:
Step one: the basement roof B0 as ground floor starts construction, after concrete curing to requirement of strength, start to make basement first floor structure floor B1 to subinverse, upwards along the bidirectional construction making first floor structure floor F1 on the ground, arrange unearthed hole to be provided in the same position correspondence of basement each Rotating fields floor.
Step 2: after first floor structure floor F1 maintenance meets the demands to intensity on the ground, installs at the bottom of the ground first floor structure floor beam above unearthed reserved opening and hangs bracket 4, hangs bracket 4 and is fixedly connected with the built-in fitting of ground first floor structure floor F1 beam; Install in the unearthed hole to be provided both sides of basement roof B0 the wooden handcart guide rail 8 paralleled respectively, wooden handcart guide rail 8 and basement roof B0 adopt bolt to fixedly secure.
Step 3: install two-rail beam 1 on suspension bracket 4, and attachment rail 2, lateral transfer driving 3 and electric block 12; Wooden handcart guide rail 8 is installed electric flatbed tricycle 9.
Step 4: continue adverse construction method downwards, is installed in transport case 5 by the earthwork that basement excavates, and adopts hanging type crane to hang out ground.Concrete, in described step 4, by the electric block 12 of hanging type crane, described transport case 5 is hung out ground.
Step 5: drive lateral transfer dolly, transport case 5 is transferred on electric flatbed tricycle 9.Described hanging type crane is utilized to be transferred on described remote horizontal transporter by described transport case 5.Concrete, in described step 5, utilize the described lateral transfer driving 3 of described hanging type crane to be transferred on the described electric flatbed tricycle 9 of described remote horizontal transporter by described transport case 5.
Step 6: start electric flatbed tricycle 9, is delivered to transport case 5 and specifies entrucking point.Utilize described remote horizontal transporter to be delivered to by transport case 5 and specify entrucking point.Namely utilize the described electric flatbed tricycle 9 of described remote horizontal transporter to be delivered to by transport case 5 and specify entrucking point.
Step 7: adopt other cranes by the earthwork in the transport case 5 on electric flatbed tricycle 9 in being offloaded to haulage vehicle such as earthwork car, concentrates and transports construction plant.
Step 8: utilize other common cranes described to be reapposed on electric flatbed tricycle 9 by the transport case 5 of sky, and transported back by the transport case 5 of electric flatbed tricycle 9 by sky.
Step 9: the transport case 5 of sky is transported to basement by hanging type crane.Concrete, in described step 8, to be driven a vehicle by the axial transport of hanging type crane and the transport case 5 of sky is transported to basement by electric block 12.
Repeat above-mentioned steps four ~ step 9, until discarded object cleaning transport completes.
Preferably, in the above-mentioned discarded object for underground construction cleaning transportation resources, every platform hanging type crane is equipped with two transport cases 5, transport case 5 will be transported to outside discarded object specifies entrucking point and by other common crane loadings, in the present embodiment, utilize common crane to pour discarded object into a cubic metre of earth car, then zero load returns; The same period, another transport case 5 was at basement loading discarded object and by hanging type crane handling to ground, two transport cases 5 first stop principle and dock to unload according to arriving first and a little namely arrive first transport case and park a little, the transport case 5 arrived afterwards docks at unloads a little, namely arrives transport case afterwards and parks a little.
Preferably, in the above-mentioned discarded object for underground construction cleaning transportation resources, according to total side's amount of discarded object, go out to clear up freight volume every day at budget calculating time claimed, monolayer area is divided into some cleaning traffic zones, and each district sets up a set of independently for the suspension type excavation device of bi-directional synchronization adverse construction method.
In sum, suspension type excavation device for bi-directional synchronization adverse construction method provided by the invention and construction method, by hanging type crane, the described transport case 5 that the discarded object that basement construction produces is housed is hung out ground and is transferred on described remote horizontal transporter, recycle remote horizontal transporter and transport case 5 is delivered to appointment entrucking point, other cranes are utilized the discarded object in transport case 5 to be offloaded to haulage vehicle and to reappose on remote horizontal transporter by the transport case 5 of sky, then transported back by the transport case 5 of remote horizontal transporter by sky, finally by hanging type crane, the transport case 5 of sky being transported to basement carries out reciprocating operation, effectively can improve cleaning, the conevying efficiency of underground construction discarded object, effectively reduce underground structure to be unearthed the input of the big machinery near hole to be provided, not only reduce construction cost, and significantly can reduce the impact of cleaning transport construction on Superstructure Construction of underground discarded object.
Foregoing description is only the description to present pre-ferred embodiments, any restriction not to the scope of the invention, and any change that the those of ordinary skill in field of the present invention does according to above-mentioned disclosure, modification, all belong to the protection domain of claims.
Claims (10)
1., for a suspension type excavation device for bi-directional synchronization adverse construction method, it is characterized in that, comprising:
For loading the transport case of discarded object;
Remote horizontal transporter, described transport case can be transported to by described remote horizontal transporter specifies entrucking point unloading discarded object and is transported back by the transport case of sky;
And hanging type crane, be hung on the below on the ground at the bottom of first floor structure floor beam and above the unearthed hole to be provided being located at ground floor, described hanging type crane can by described transport case vertical lift in the unearthed hole to be provided of underground each Rotating fields floor, and described transport case can be moved horizontally, make described transport case be positioned on remote horizontal transporter or hang remote horizontal transporter.
2. as claimed in claim 1 for the suspension type excavation device of bi-directional synchronization adverse construction method, it is characterized in that, described hanging type crane, comprise a pair suspension bracket of the below be hung on the ground at the bottom of first floor structure floor beam, the two-rail beam be arranged in parallel, lateral transfer is driven a vehicle, pair of tracks and the electric block for being elevated described transport case be arranged in the driving of described lateral transfer, described a pair suspension bracket supports the two ends of described two-rail beam respectively, described pair of tracks is arranged on described two-rail beam respectively, described lateral transfer driving is located on described two-rail beam also can move along described two-rail beam.
3. as claimed in claim 2 for the suspension type excavation device of bi-directional synchronization adverse construction method, it is characterized in that, described suspension bracket comprises two vertical bars and a transverse bar, the upper end of described two vertical bars is fixedly connected with described ground first floor structure floor, and the lower end of described two vertical bars is fixedly connected with the two ends of described transverse bar respectively.
4. as claimed in claim 1 for the suspension type excavation device of bi-directional synchronization adverse construction method, it is characterized in that, described remote horizontal transporter comprises electric flatbed tricycle and wooden handcart guide rail, described wooden handcart guide rail is arranged on described ground floor, a part for described wooden handcart guide rail is between two described door frame guide rails, described electric flatbed tricycle can move along described wooden handcart guide rail, and described electric flatbed tricycle has drive system of electric motor vehicle.
5., as claimed in claim 1 for the suspension type excavation device of bi-directional synchronization adverse construction method, it is characterized in that, the top of described transport case is provided with some self-locking suspension centres.
6. as claimed in claim 5 for the suspension type excavation device of bi-directional synchronization adverse construction method, it is characterized in that, each self-locking suspension centre comprises snap close and spring shaft, described snap close is installed on the top of described transport case by described spring shaft, described spring shaft has spontaneous one-directional rotation characteristic, can prevent snap close from oppositely getting loose.
7., as claimed in claim 1 for the suspension type excavation device of bi-directional synchronization adverse construction method, it is characterized in that, also comprise Digiplex, described Digiplex controls the operation of described remote horizontal transporter and described hanging type crane respectively.
8., as a construction method for the suspension type excavation device for bi-directional synchronization adverse construction method in claim 1-7 as described in any one, comprise the steps:
Step one: the basement roof as ground floor starts construction, after concrete curing to requirement of strength, start to make basement first floor structure floor to subinverse, upwards along the bidirectional construction making first floor structure floor on the ground, arrange unearthed hole to be provided in the same position correspondence of basement each Rotating fields floor;
Step 2: after first floor structure floor maintenance on the ground meets the demands to intensity, installs at the bottom of the ground first floor structure floor beam above unearthed reserved opening and hangs bracket; In the unearthed hole to be provided both sides of basement roof, the wooden handcart guide rail paralleled is installed respectively;
Step 3: install two-rail beam on suspension bracket, and the driving of attachment rail, lateral transfer and electric block; Electric flatbed tricycle installed by wooden handcart guide rail;
Step 4: continue adverse construction method downwards, is installed in transport case by the earthwork that basement excavates, and adopts hanging type crane to hang out ground;
Step 5: drive lateral transfer dolly, transport case is transferred on electric flatbed tricycle;
Step 6: start electric flatbed tricycle, is delivered to transport case and specifies entrucking point;
Step 7: adopt other cranes by the earthwork in the transport case on electric flatbed tricycle in being offloaded to haulage vehicle, concentrates and transports construction plant;
Step 8: adopt other cranes described to reappose on electric flatbed tricycle by transport case, transport operating point back by electric flatbed tricycle;
Step 9: transport case is winched to basement by hanging type crane, is installed in transport case by the earthwork of construction;
Repeat above-mentioned steps four ~ step 9, until discarded object cleaning transport completes.
9. as claimed in claim 8 for the discarded object cleaning transportation resources of underground construction, it is characterized in that, every platform hanging type crane is equipped with two transport cases, and transport case will be transported to outside discarded object specifies entrucking point and by other crane loadings, then zero load returns; The same period, another transport case loaded discarded object by hanging type crane handling to ground at basement, and two transport cases first stop principle and dock at according to arriving first and unload a little, and the transport case arrived afterwards docks at unloads a little.
10. as claimed in claim 8 for the discarded object cleaning transportation resources of underground construction, it is characterized in that, according to total side's amount of discarded object, go out to clear up freight volume every day at budget calculating time claimed, monolayer area is divided into some cleaning traffic zones, and each district sets up a set of independently for the suspension type excavation device of bi-directional synchronization adverse construction method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510881612.0A CN105401582B (en) | 2015-12-03 | 2015-12-03 | Suspension type excavation device and construction method for bi-directional synchronization adverse construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510881612.0A CN105401582B (en) | 2015-12-03 | 2015-12-03 | Suspension type excavation device and construction method for bi-directional synchronization adverse construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105401582A true CN105401582A (en) | 2016-03-16 |
| CN105401582B CN105401582B (en) | 2017-07-14 |
Family
ID=55467312
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510881612.0A Active CN105401582B (en) | 2015-12-03 | 2015-12-03 | Suspension type excavation device and construction method for bi-directional synchronization adverse construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105401582B (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013297A (en) * | 2016-06-07 | 2016-10-12 | 中国建筑局（集团）有限公司 | Desilting device for settling pond and construction method thereof |
| CN107142966A (en) * | 2017-06-30 | 2017-09-08 | 上海建工四建集团有限公司 | Top for reverse construction fills slide rail type horizontal transporter and its construction method |
| CN110512649A (en) * | 2019-07-22 | 2019-11-29 | 上海建工一建集团有限公司 | The excavating construction method of basement and communication channel structure is added under existing building |
| CN110606437A (en) * | 2019-10-22 | 2019-12-24 | 中铁建工集团有限公司 | Walking type small electric elevator suitable for transferring materials between floors by reverse construction method |
| CN110606435A (en) * | 2019-10-17 | 2019-12-24 | 中铁建工集团有限公司 | Be suitable for reverse construction method to get soil mouthful and pass suspension type electric hoist for material |
| CN111792540A (en) * | 2020-07-16 | 2020-10-20 | 湖南建工集团有限公司 | Full reverse construction method for hanging movable electric hoist on main structure beam slab |
| CN112065062A (en) * | 2020-08-12 | 2020-12-11 | 广东省工业设备安装有限公司 | Construction method for hoisting and transporting basement water chilling unit |
| CN113023562A (en) * | 2021-03-05 | 2021-06-25 | 上海建工二建集团有限公司 | Soil body taking and transporting device and method for existing building underground space development |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH084034A (en) * | 1994-06-24 | 1996-01-09 | Takenaka Komuten Co Ltd | Basement skeleton building construction in inverted construction work of building |
| CN201334293Y (en) * | 2008-11-20 | 2009-10-28 | 上海建工（集团）总公司 | Hoist and excavation construction system used for deep foundation pit excavation using top-down method |
| CN201339209Y (en) * | 2008-12-25 | 2009-11-04 | 中建三局第三建设工程有限责任公司 | Top-down construction earth excavation earth-moving device |
| CN101713191A (en) * | 2009-10-23 | 2010-05-26 | 广东省基础工程公司 | Device and method used for excavating foundation pit deep earthwork |
| CN102926388A (en) * | 2012-10-15 | 2013-02-13 | 中国建筑第六工程局有限公司 | Earth moving device and method for deep foundation pit excavation |
| CN204454320U (en) * | 2015-01-30 | 2015-07-08 | 中建海峡建设发展有限公司 | Reverse construction deep foundation pit earthwork digging carries native device |
| CN204778385U (en) * | 2015-05-22 | 2015-11-18 | 中国电建集团华东勘测设计研究院有限公司 | Track fixed structure of single track calabash |
| CN205421264U (en) * | 2015-12-03 | 2016-08-03 | 上海建工一建集团有限公司 | A suspension type device that is unearthed that is used for contrary work of two way synchronization to be under construction |
-
2015
- 2015-12-03 CN CN201510881612.0A patent/CN105401582B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH084034A (en) * | 1994-06-24 | 1996-01-09 | Takenaka Komuten Co Ltd | Basement skeleton building construction in inverted construction work of building |
| CN201334293Y (en) * | 2008-11-20 | 2009-10-28 | 上海建工（集团）总公司 | Hoist and excavation construction system used for deep foundation pit excavation using top-down method |
| CN201339209Y (en) * | 2008-12-25 | 2009-11-04 | 中建三局第三建设工程有限责任公司 | Top-down construction earth excavation earth-moving device |
| CN101713191A (en) * | 2009-10-23 | 2010-05-26 | 广东省基础工程公司 | Device and method used for excavating foundation pit deep earthwork |
| CN102926388A (en) * | 2012-10-15 | 2013-02-13 | 中国建筑第六工程局有限公司 | Earth moving device and method for deep foundation pit excavation |
| CN204454320U (en) * | 2015-01-30 | 2015-07-08 | 中建海峡建设发展有限公司 | Reverse construction deep foundation pit earthwork digging carries native device |
| CN204778385U (en) * | 2015-05-22 | 2015-11-18 | 中国电建集团华东勘测设计研究院有限公司 | Track fixed structure of single track calabash |
| CN205421264U (en) * | 2015-12-03 | 2016-08-03 | 上海建工一建集团有限公司 | A suspension type device that is unearthed that is used for contrary work of two way synchronization to be under construction |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013297A (en) * | 2016-06-07 | 2016-10-12 | 中国建筑局（集团）有限公司 | Desilting device for settling pond and construction method thereof |
| CN107142966A (en) * | 2017-06-30 | 2017-09-08 | 上海建工四建集团有限公司 | Top for reverse construction fills slide rail type horizontal transporter and its construction method |
| CN110512649A (en) * | 2019-07-22 | 2019-11-29 | 上海建工一建集团有限公司 | The excavating construction method of basement and communication channel structure is added under existing building |
| CN110606435A (en) * | 2019-10-17 | 2019-12-24 | 中铁建工集团有限公司 | Be suitable for reverse construction method to get soil mouthful and pass suspension type electric hoist for material |
| CN110606435B (en) * | 2019-10-17 | 2024-05-14 | 中铁建工集团有限公司 | Suspension type electric hoist suitable for reverse construction method soil taking port transferring materials |
| CN110606437A (en) * | 2019-10-22 | 2019-12-24 | 中铁建工集团有限公司 | Walking type small electric elevator suitable for transferring materials between floors by reverse construction method |
| CN110606437B (en) * | 2019-10-22 | 2024-05-24 | 中铁建工集团有限公司 | Walking type small electric hoist suitable for transferring materials between floors of reverse construction method |
| CN111792540A (en) * | 2020-07-16 | 2020-10-20 | 湖南建工集团有限公司 | Full reverse construction method for hanging movable electric hoist on main structure beam slab |
| CN112065062A (en) * | 2020-08-12 | 2020-12-11 | 广东省工业设备安装有限公司 | Construction method for hoisting and transporting basement water chilling unit |
| CN113023562A (en) * | 2021-03-05 | 2021-06-25 | 上海建工二建集团有限公司 | Soil body taking and transporting device and method for existing building underground space development |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105401582B (en) | 2017-07-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105401582A (en) | Hanging type unearthing device for bidirectional synchronous reversed construction and construction method | |
| CN105544546A (en) | Waste clearing and transporting device and method for underground engineering | |
| CN204454320U (en) | Reverse construction deep foundation pit earthwork digging carries native device | |
| CN203412327U (en) | Rotary lift type stereo garage | |
| CN111852521B (en) | Mouth-shaped piece assembling trolley for construction of internal structure of large-section shield tunnel and synchronous construction method | |
| CN205421264U (en) | A suspension type device that is unearthed that is used for contrary work of two way synchronization to be under construction | |
| CN104775825A (en) | Shield machine single well overall originating construction method | |
| CN205557532U (en) | Combine secretly section of burying construction city deep tunnel's interim construction passageway of speciality open cut | |
| CN208010370U (en) | A kind of novel tunnel tunneling boring arch installation trolley | |
| CN202144677U (en) | Quadrilateral stereoscopic garage with swaying arms | |
| CN206635599U (en) | A kind of road surface for caving in road, which is speedily carried out rescue work, fixes device | |
| CN109339096A (en) | A kind of construction integrated constructing device of pipe gallery open cut precast assembly and its construction method | |
| CN201339209Y (en) | Top-down construction earth excavation earth-moving device | |
| CN202703579U (en) | Large slope inclined shaft rail transport construction apparatus | |
| CN205382487U (en) | A discarded object clearance conveyer for underground works | |
| CN211256692U (en) | Transport beam structure of newly-built upper bridge on current bridge | |
| CN207312994U (en) | Power station major diameter surge shaft steel lining cantilevered annular track boom hoisting | |
| CN215591798U (en) | Curtain wall plate traction transfer device for tower crane dismantling part | |
| CN107988909B (en) | Railway is just roof beam rapid transit erects and uses trailer | |
| CN213356779U (en) | Overweight steel column translation transportation installation device | |
| CN211736432U (en) | Building construction device | |
| CN201495571U (en) | Special soil lifting device for topdown construction method underground excavation engineering | |
| CN104088665A (en) | Steel pipe column construction process for underground excavated station | |
| CN209835463U (en) | Prefabricated bridge deck hoisting equipment | |
| CN107720652A (en) | A kind of construction method for hanging of frame structure large scale equipment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |