CN109083419A - The installation method of improvement project vertical transport integrated system - Google Patents
The installation method of improvement project vertical transport integrated system Download PDFInfo
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- CN109083419A CN109083419A CN201810900475.4A CN201810900475A CN109083419A CN 109083419 A CN109083419 A CN 109083419A CN 201810900475 A CN201810900475 A CN 201810900475A CN 109083419 A CN109083419 A CN 109083419A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/44—Foundations for machines, engines or ordnance
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F17/00—Vertical ducts; Channels, e.g. for drainage
- E04F17/10—Arrangements in buildings for the disposal of refuse
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/162—Handles to carry construction blocks
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/166—Landings, receiving platforms
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
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- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
Abstract
The installation method of improvement project vertical transport integrated system of the present invention, applied to lower layer be non-transformation layer and upper layer is the building structure that layer is transformed, and non-transformation layer extends outward to form vestibule.The present invention provides the construction elevator mounting platform of bridging corridor to install the steel construction attached as carrier on steel construction carrier, and provides the drawknot node of construction elevator in non-transformation layer.The layer-stepping improvement project system installed using the installation method of improvement project vertical transport integrated system of the present invention, can overcome the problems, such as construction elevator and cannot land installation, construction elevator cannot be with main building structure drawknot, the installation method of improvement project vertical transport integrated system of the present invention meets construction requirement, and construction method is sequentially conducive to safety, builds layer-stepping improvement project system in an orderly manner.
Description
Technical field
The present invention relates to improvement project fields, and in particular to a kind of installation side of improvement project vertical transport integrated system
Method.
Background technique
The various shapes of existing building, improvement project construction need to have needle according to different buildings, different actual conditions
Arrangement and method for construction is determined to property.
When demand difference, used building renovation scheme is also different.
Under normal circumstances, the vertical transport mode of improvement project has indoor Cargo Lift and two kinds of outdoor construction elevator.Using room
When interior original Cargo Lift, need the first floor open up construction site to Cargo Lift transport channel；When using outdoor construction elevator, construction electricity
The installation addressing of ladder is influenced by construction site, transport channel, outer curtain wall etc..In addition, improvement project is to apply in operation
Working hour, conventional vertical transport mode are not able to satisfy the needs of rebuilding construction.
When the building for needing to be transformed is layer-stepping building, specifically, lower layer is the non-transformation layer of use state, and upper layer is
Layer is transformed, and non-transformation layer extends outward to form vestibule, and the transport entrance that layer is transformed very narrow is difficult to transport.Therefore in reality
In the construction of border, face that construction elevator cannot land installation, construction elevator cannot be difficult to build with main building structure drawknot, construction system
Etc. problems.
Summary of the invention
In order to solve in practice of construction, existing construction elevator cannot land installation, construction elevator cannot be with main building knot
Structure drawknot, improvement project construction system the problems such as be difficult to build, it is integrated that the present invention provides a kind of improvement project vertical transports
The installation method of system.
A kind of installation method of improvement project vertical transport integrated system of the present invention, be applied to lower layer be non-transformation layer and on
Layer is the building structure of transformation layer, and the non-transformation layer extends outward to form vestibule, the integrated system of the improvement project vertical transport
The installation method of system comprising steps of
In the bottom installation structure basis of construction elevator to be onstructed；
In installation elevator mounting platform in the structure basis, the construction elevator mounting platform is across the company
On corridor；
In installing feeding platform on the construction elevator mounting platform；
In installing non-transformation layer support frame on the construction elevator mounting platform, the non-transformation layer support frame is passed through attached
Wall part drawknot is in the top of the non-transformation layer；
In the non-transformation interval guide rail of installation elevator and construction elevator in the non-transformation layer support frame；
In connected on the non-transformation interval guide rail and install transformation interval guide rail, by the transformation interval guide rail drawknot in
The transformation layer.
For the present invention to install the steel construction attached as carrier, the construction elevator installation that bridging corridor is provided on steel construction carrier is flat
Platform, and the drawknot node of construction elevator is provided in non-transformation layer.Use the installation of improvement project vertical transport integrated system of the present invention
Method installation layer-stepping improvement project system, can overcome construction elevator that cannot land installation, construction elevator cannot be with main building
The problem of structure drawknot, the installation method of improvement project vertical transport integrated system of the present invention meet construction requirement, construction method,
Sequence is conducive to safety, builds layer-stepping improvement project system in an orderly manner.
The installation method of improvement project vertical transport integrated system of the present invention further improvement lies in that, be set forth in be onstructed
The step on bottom installation structure basis of construction elevator include:
In the peripheral ground excavation pit of the vestibule；
In multiple reinforced concrete foundations are arranged in the foundation pit；
Preset buried plate is set at the top of the reinforced concrete foundation；
The bottom of basic stand column is connected to the preset buried plate, the top of the basic stand column is higher than the top of the vestibule
Portion；
Basic crossbeam is connected in the top of the basic stand column, forms structure basis.
The further improvement of the installation method of improvement project vertical transport integrated system of the present invention is, is set forth in described
The step of installation elevator mounting platform in structure basis, the construction elevator mounting platform is across on the vestibule
In, in the girder truss for installing steel construction on the basic crossbeam, form the construction elevator mounting platform.
The installation method of improvement project vertical transport integrated system of the present invention further improvement lies in that, be set forth in described apply
In the step of installing feeding platform on work elevator mounting platform, the height of the feeding platform is set above the construction electricity
Terraced mounting platform 500mm.
The installation method of improvement project vertical transport integrated system of the present invention further improvement lies in that, be set forth in described apply
Non- transformation layer support frame is installed, by the non-transformation layer support frame by attached wall part drawknot in described non-on work elevator mounting platform
Be transformed layer top the step of include:
In installing support post, cross bar and hound on the construction elevator mounting platform, the non-transformation layer is formed
Support frame；
By the non-transformation layer support frame by the attached wall part drawknot in the top structure beam of the non-transformation layer.
The installation method of improvement project vertical transport integrated system of the present invention further improvement lies in that, be set forth in described non-
Be transformed layer support frame in the non-transformation interval guide rail of installation elevator and construction elevator the step of after, further comprise the steps of: in
The transport entrance installation of the transformation layer is for being connected to the discharging platform of the transport entrance and the construction elevator.
The installation method of improvement project vertical transport integrated system of the present invention further improvement lies in that, be set forth in described non-
It is connected on transformation interval guide rail and transformation interval guide rail is installed, by the transformation interval guide rail drawknot in the transformation layer the step of
In: it is uninterruptedly observed in installation process of the both direction to the transformation interval guide rail respectively using two theodolites；
One attached wall part is set by the transformation interval guide rail drawknot in the transformation layer every two floors.
The further improvement of the installation method of improvement project vertical transport integrated system of the present invention is, is set forth in described
Transformation interval guide rail is connected and installed on non-transformation interval guide rail, by the transformation interval guide rail drawknot in the step of the transformation layer
After rapid, further comprise the steps of:
Installing port is opened up in the middle part of each discharging platform；
The rubbish elephant trunk section with feed inlet is installed in the installing port, the feed inlet is made to be connected to the discharging platform；
In the connectivity part of the discharging platform and the feed inlet, the removable type cover plate for closing the feed inlet is set；
Between the two neighboring rubbish elephant trunk section with feed inlet, the rubbish with feed inlet of lowermost layer slips
Tubular rubbish elephant trunk section is connected between pipe section and ground, and a curved tubular rubbish elephant trunk is arranged in every two floor from high to low
Son section；
In ground, setting is located at the material storage container of the discharge outlet of the rubbish elephant trunk.
The further improvement of the installation method of improvement project vertical transport integrated system of the present invention is that the installation connects
After the step of leading to the rubbish elephant trunk on each discharging platform and ground, first in the feeding platform is further comprised the steps of:
Side installation is for transporting the hoistable platform of material to the feeding platform.
The further improvement of the installation method of improvement project vertical transport integrated system of the present invention is, is set forth in described
It further include step after the step of the first side installation of feeding platform is for transporting the hoistable platform of material to the feeding platform
It is rapid: the personnel channel in second side installation connection ground and the feeding platform of the feeding platform.
Detailed description of the invention
Fig. 1 is the installation method flow chart of improvement project of embodiment of the present invention vertical transport integrated system.
Fig. 2 is after being installed using the installation method of improvement project vertical transport integrated system of the embodiment of the present invention
System structural schematic diagram.
Fig. 3 is the structural schematic diagram in foundation pit.
Fig. 4 is the structural schematic diagram of construction elevator mounting platform in Fig. 2.
Fig. 5 is the schematic top plan view of Fig. 2.
Fig. 6 is the structural schematic diagram of the rubbish elephant trunk section with feed inlet in Fig. 2.
Fig. 7 is the structural schematic diagram of discharging platform in Fig. 2.
Fig. 8 is the rubbish elephant trunk section of Fig. 5 middle charging aperture and the vestibule schematic diagram of discharging platform.
Fig. 9 is the structural schematic diagram of curved tubular rubbish elephant trunk section in Fig. 2.
Specific embodiment
In order to solve in practice of construction, existing construction elevator cannot land installation, construction elevator cannot be with main building knot
Structure drawknot, improvement project construction system the problems such as be difficult to build, it is integrated that the present invention provides a kind of improvement project vertical transports
The installation method of system.
The installation method of improvement project vertical transport integrated system of the present invention is made in the following with reference to the drawings and specific embodiments
It further illustrates.Those skilled in the art can be understood easily by content disclosed by this specification other advantages of the invention with
Effect.
In conjunction with shown in Fig. 1 to Fig. 9, the installation method of improvement project vertical transport integrated system of the present invention is applied to lower layer
For non-transformation layer and upper layer is the building structure that layer is transformed, and non-transformation layer extends outward to form vestibule 1, as depicted in figs. 1 and 2,
The installation method of improvement project vertical transport integrated system comprising steps of
Step 101: in the bottom installation structure basis of construction elevator 51 to be onstructed；
Step 102: in installation elevator mounting platform 10 in structure basis, 10 company of being across of construction elevator mounting platform
On corridor 1；
Step 103: in installation feeding platform 20 on construction elevator mounting platform 10；
Step 104: in installing non-transformation layer support frame 30 on construction elevator mounting platform 10, by non-transformation layer support frame 30
By attached wall part drawknot in the top of non-transformation layer；
Step 105: in the non-transformation interval guide rail of installation elevator 51 and construction elevator in non-transformation layer support frame 30；
Step 106: in connected on non-transformation interval guide rail and install transformation interval guide rail, will transformation interval guide rail drawknot in
Layer is transformed.
Structure basis includes basic stand column 81 and reinforced concrete foundation 82.Guide rail 52 includes non-transformation interval guide rail and changes
Make interval guide rail.
The present invention provides the construction elevator installation of bridging corridor 1 to install the steel construction attached as carrier on steel construction carrier
Platform 10 and feeding platform 20, and the drawknot node of construction elevator 51 is provided in non-transformation layer.It is vertical using improvement project of the present invention
The layer-stepping improvement project system for transporting the installation method installation of integrated system, can overcome construction elevator 51 that cannot land peace
The problem of dress, construction elevator 51 cannot be with main building structure drawknots, the installation side of improvement project vertical transport integrated system of the present invention
Method meets construction requirement, and construction method is sequentially conducive to safety, builds layer-stepping improvement project system in an orderly manner.
Further, step 101 includes:
In the peripheral ground excavation pit of vestibule 1；
It is enclosed in setting in foundation pit and sets the multiple reinforced concrete foundations 82 to form rectangle；
Preset buried plate 91 is set in the top of reinforced concrete foundation 82；
The bottom of basic stand column 81 is connected to preset buried plate 91, the top of basic stand column 81 is higher than the top of vestibule 1；
Basic crossbeam 83 is connected in the top of basic stand column 81, forms structure basis.
As shown in figure 3, specifically, structure basis includes: that four reinforced concrete foundations 82, basic stand column 81 and basis are horizontal
Beam 83, wherein four reinforced concrete foundations 82, which enclose, to be set four angles in rectangle and be fixed in foundation pit, and basic stand column 81 erects
It is fixed on reinforced concrete foundation 82, basic crossbeam 83 is laterally connected between basic stand column 81.In 1 periphery installation steel knot of vestibule
The basic stand column 81 of structure, when vestibule 1 has basement, 81 center of basic stand column is corresponded in basement structure column
The heart.Basement roof overburden layer excavates the steel structure base foundation pit of 2m X 2m, does reinforced concrete foundation 82 in foundation pit, passes through plant
Muscle (reinforcing bar 94 of implantation original structure) is attached with basement original structure beam 95, basement original structure column 93, and basis top is set
Preset buried plate 91.Dabbing, which is carried out, in conjunction old and new concret face forms roughened surface 92.Basis is connected at the top of basic stand column 81
Crossbeam 83 forms structure basis.
In step 102, further, handling is welded the girder truss of steel construction, completes the peace of construction elevator mounting platform 10
Dress.Construction elevator mounting platform 10 is made of girder truss.
As shown in figure 4, in step 103, in installing feeding platform 20 on construction elevator mounting platform 10, feeding platform 20
Height is 500mm higher than the height of construction elevator mounting platform 10.Construction elevator feeding platform 20 is than construction elevator mounting platform 10
High 500mm, it is ensured that construction elevator carriage stroke minimum and feeding platform 20 do not have height difference.Construction elevator feeding platform 20 is completely spread
5mm thickness checkered steel plate.
As shown in figure 4, in step 104, handling is welded support post, cross bar and the diagonal brace of non-transformation layer support frame 30
Bar is completed non-transformation layer support frame 30 and is installed, and by attached wall part on non-transformation layer top and main building structural beams drawknot.Non- transformation layer
Support frame 30 includes: four support posts, cross bar and hound, wherein four support posts are erected by four angles of rectangle
It is fixed on girder truss (construction elevator mounting platform 10)；Cross bar is laterally connected between support post；The oblique drawknot of hound in
Between two neighboring support post, then attached wall part is set by non-30 drawknot of transformation layer support frame in non-transformation layer top main building structure
Beam.
As shown in Figure 2 and Figure 4, in step 105, after non-transformation layer support frame 30 is installed, interts and carry out construction elevator
The handling of 51 section of foundation is installed.The foundation beam of construction elevator 51 is placed on the girder truss of construction elevator mounting platform 10, guide rail
Two foundation beams (foundation beam) of column are placed in parallel twice truss back, foundation beam and girder truss on No. 12 channel steels of thickening
Lower clamping is fixed by the split bolt of M20.Main support beam of the steel structure truss beam as 10 stress of construction elevator mounting platform,
In 51 operational process of construction elevator, 51 self weight of construction elevator, load-carrying, impact load etc. are transmitted to girder truss by guide rail upright columns
On, for the reasonability for ensureing truss beam stress, 51 column of construction elevator must be directed at the node of girder truss when installing.Pass through guide rail
Drawknot bar is by non-transformation interval guide rail drawknot in non-transformation layer support frame 30.
As shown in Figures 5 to 9, further, after step 105, the transport entrance 2 further comprised the steps of: in transformation layer is pacified
Dress is for being connected to the discharging platform 40 of transport entrance 2 and construction elevator 51.Discharging platform 40 is provided in transformation floor, connection is applied
Work elevator 51 and main building transport entrance 2.
Further, entrance 2 and construction elevator 51 are transported for being connected in transport entrance 2 installation of transformation layer
The step of discharging platform 40 includes: to install to unload material frame by transport entrance 2 is outwardly extending in the transport entrance 2 that layer is transformed
Frame；In installation steel plate on discharge framework and form discharging platform 40；Enclosing is protected and in remote in the periphery installation of discharging platform 40
Side from transport entrance 2 opens up protective door, forms protective equipment 41.
The discharge framework of layer installation steel construction is transformed, steel is installed between the crossbeam 43 and main building structural beams of every layer of discharge framework
Plate forms discharging platform 40, connection construction elevator 51 and transport entrance 2.40 upper berth 5mm thickness checkered steel plate of discharging platform, two
Side installs 1.5m high and protects enclosing, close to 51 side installation elevator protective door of construction elevator.When every floor that layer is transformed
When transport entrance 2 is more narrow, " V " shape steel platform is installed as discharging platform 40.
Further, in step 106: in cage, construction elevator carriage, power cable and each safety device peace outside construction elevator
After the completion of adjustment examination, start progress guide rail bracket increases installation.Standard knot is sling with the sunpender at 51 top of carriage, carries out guide rail bracket
Installation section by section, must there are two theodolites uninterruptedly to observe in both direction to guarantee verticality, in installation process.Construction electricity
Every two floor that is installed as of terraced 51 attached wall parts is set together, in non-transformation floor and steel construction drawknot, in each rebuilding construction floor and
Main structure drawknot.
Further, it solves to apply to solve the problems, such as refuse collection heavy workload due to refuse collection heavy workload
The problem of work elevator 51 transport power deficiency further comprises the steps of: installation after the step 106 and is connected to each discharging platform 40 and ground
Rubbish elephant trunk 60.For the transport power that compensation construction elevator 51 is cleared and removed refuse, be welded rubbish elephant trunk 60 from top to bottom along steel construction, carries out
Each operation floor construction rubbish (block) is cleared, and the transport power of construction elevator 51 is compensated.
Further, installation is connected to the step of rubbish elephant trunk 60 on each discharging platform 40 and ground and includes:
Installing port (not showing in Fig. 7) is opened up in the middle part of each discharging platform 40；
The rubbish elephant trunk section 62 with feed inlet is installed in installing port, feed inlet is made to be connected to discharging platform 40；
It is arranged in the connectivity part of discharging platform 40 and feed inlet and (is not shown in figure for closing the removable type cover plate of feed inlet
Show)；
Between the two neighboring rubbish elephant trunk section 62 with feed inlet, the rubbish elephant trunk section with feed inlet of lowermost layer
Tubular rubbish elephant trunk section is connected between 62 and ground, and a curved tubular rubbish elephant trunk section is arranged in every two floor from high to low
61；
In ground, setting is located at the material storage container of the discharge outlet of rubbish elephant trunk 60.
Installing port includes the first installing port for installing 62 straight drum part 621 of rubbish elephant trunk section with feed inlet, with
And the second installing port of the feeding part 622 for installing the rubbish elephant trunk section 62 with feed inlet.
Rubbish elephant trunk 60 is arranged in 40 middle part of each layer discharging platform close to steel structure beam position, and every two layers one from top to bottom
The material storage container surrounded by 20mm thick steel plate is arranged on ground for a buffering bending (curved tubular rubbish elephant trunk section 61).
Preferably, the steel construction and rubbish elephant trunk 60 of transformation layer pass through two pieces of 200mm X 150mm X at every layer of tie point
The connecting plate 44 of 8mm is welded and fixed, and all weld seams must be fully welded, mopping of polishing.For guarantee rubbish elephant trunk 60 stability, every
The girder steel top surface of a node is welded with a U-shaped hoop 45, U-shaped hoop 45 and three face of steel pipe using the angle steel of L100mm X 63mm X 6mm
Welding.Access hole (not shown) is set above curved tubular rubbish elephant trunk section 61, the steel plate of access hole same specification covers tightly,
Screw fixation, while soft acoustic damping materials are wrapped up on the elephant trunk whole body.
The enterprising material mouth surrounding of each layer discharging platform 40 adds the angle steel of L100mm X 63mm X 6mm, in feed inlet between welding
Horizontal protective away from the steel mesh no more than 150mm X 150mm as feed inlet, the activity of feed inlet top setting installation hinge
Cover board, comes off duty or when not discharging remains turned-off.
Further, after the step of installing the rubbish elephant trunk 60 for being connected to each discharging platform 40 and ground, further include
Step: in the installation of the first side of feeding platform 20 for transporting the hoistable platform 70 of material to feeding platform 20.
Further, in the installation of the first side of feeding platform 20 for transporting the hoistable platform of material to feeding platform 20
After 70 the step of, further comprise the steps of: logical in second side installation connection ground of feeding platform 20 and the personnel of feeding platform 20
Road.
Construction elevator 51 cannot land, and install a material hoistable platform 70 and a stair as personnel channel 80, divide
Fu Ze not construct the vertical transport of material and personnel construction elevator 51 up and down.
70 He of hoistable platform is installed respectively in the two sides (being also the two sides of construction elevator mounting platform 10) of feeding platform 20
Personnel channel 80.Hoistable platform 70 is hydraulic elevating platform 70, and the maximum height of hoistable platform 70 is equal to the height of feeding platform 20
Degree.The foundation pit of 3.5m X 3.5m is excavated to basement structure top plate in 70 installation region of hoistable platform, and it is horizontal that twice basis girder steel is arranged
Across basement twice structure back, the steel plate of 20mm thickness is completely spread on basic girder steel.70 bottom beam of hoistable platform is installed on the steel plate,
The column of 200mm X 200mm is arranged in steel plate quadrangle, installs 70 track of hoistable platform on the inside of column.70 stroke highest of hoistable platform
Limit setting is same high with construction elevator feeding platform 20, and anti-risk limit is arranged.Feeding platform 20 is needed as on construction personnel
The waiting platform of lower construction elevator 51,20 second side of feeding platform install a stair conduct with protective equipment (such as protection canopy)
Personnel channel 80, above and below construction personnel.
Further, after in the installation personnel channel 80 the step of, protective fence is installed in the surrounding of feeding platform 20,
Protection canopy 21 is installed in the top of feeding platform 20.The protection of 1.5m high safety, top installation protection is arranged in 20 surrounding of feeding platform
Canopy 21.
The present invention is steel construction to attach as carrier, integrated installation construction elevator, hoistable platform, rubbish elephant trunk and electricity
Ladder is a kind of installation method of improvement project vertical transport integrated system into discharging platform.The present invention is by the following technical programs
To realize: structure basis construction；Construction construction elevator mounting platform, feeding platform；Construction elevator installation, non-transformation interval guide rail
Construction；Discharging platform installation；The construction of interval guide rail is transformed；Rubbish elephant trunk is welded；The installation of hoistable platform and personnel channel.
The present invention has the advantages that firstly, rationally the improvement project construction vertical transport that solves efficiently, safe and reliable is asked
Topic；Secondly, reducing influence of the rebuilding construction to building original appearance and building operation to greatest extent；Meanwhile improvement project of the present invention
The installation method excellent effect of vertical transport integrated system, has won each side's approval.
The above is only presently preferred embodiments of the present invention, not do limitation in any form to the present invention, although this
Invention has been disclosed in a preferred embodiment above, and however, it is not intended to limit the invention, any person skilled in the art,
In the range of not departing from technical solution of the present invention, when the technology contents using the disclosure above make a little change or are modified to
With the equivalent embodiment of variation, but anything that does not depart from the technical scheme of the invention content, according to the technical essence of the invention to
Any simple modification, equivalent change and modification made by upper embodiment, all of which are still within the scope of the technical scheme of the invention.
It should be noted that this specification structure depicted in this specification institute accompanying drawings, ratio, size etc., only to cooperate
The bright revealed content of book is not intended to limit the invention enforceable limit so that those skilled in the art understands and reads
Fixed condition, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size, not
It influences still fall in disclosed technology contents under the effect of present invention can be generated and the purpose that can reach and obtain
In the range of capable of covering.
Claims (10)
1. a kind of installation method of improvement project vertical transport integrated system, applied to lower layer be non-transformation layer and upper layer is transformation
The building structure of layer, the non-transformation layer extend outward to form vestibule, which is characterized in that the improvement project vertical transport is integrated
The installation method of system comprising steps of
In the bottom installation structure basis of construction elevator to be onstructed；
In installation elevator mounting platform in the structure basis, the construction elevator mounting platform be across the vestibule it
On；
In installing feeding platform on the construction elevator mounting platform；
In installing non-transformation layer support frame on the construction elevator mounting platform, the non-transformation layer support frame is passed through into attached wall part
Drawknot is in the top of the non-transformation layer；
In the non-transformation interval guide rail of installation elevator and construction elevator in the non-transformation layer support frame；
In being connected on the non-transformation interval guide rail and installing transformation interval guide rail, by the transformation interval guide rail drawknot in described
Layer is transformed.
2. the installation method of improvement project vertical transport integrated system as described in claim 1, which is characterized in that be set forth in
The step on the bottom installation structure basis of the construction elevator of construction includes:
In the peripheral ground excavation pit of the vestibule；
In multiple reinforced concrete foundations are arranged in the foundation pit；
Preset buried plate is set at the top of the reinforced concrete foundation；
The bottom of basic stand column is connected to the preset buried plate, the top of the basic stand column is higher than the top of the vestibule；
Basic crossbeam is connected in the top of the basic stand column, forms structure basis.
3. the installation method of improvement project vertical transport integrated system as claimed in claim 2, it is characterised in that: be set forth in institute
Installation elevator mounting platform in structure basis is stated, the step of construction elevator mounting platform is across on the vestibule
In, in the girder truss for installing steel construction on the basic crossbeam, form the construction elevator mounting platform.
4. the installation method of improvement project vertical transport integrated system as described in claim 1, which is characterized in that be set forth in institute
It states in the step of installing feeding platform on construction elevator mounting platform, the height of the feeding platform is set above described apply
Work elevator mounting platform 500mm.
5. the installation method of improvement project vertical transport integrated system as described in claim 1, which is characterized in that be set forth in institute
It states and non-transformation layer support frame is installed on construction elevator mounting platform, by the non-transformation layer support frame by attached wall part drawknot in institute
State it is non-transformation layer top the step of include:
In installing support post, cross bar and hound on the construction elevator mounting platform, the non-transformation layer support is formed
Frame；
By the non-transformation layer support frame by the attached wall part drawknot in the top structure beam of the non-transformation layer.
6. the installation method of improvement project vertical transport integrated system as described in claim 1, which is characterized in that be set forth in institute
It further include step after the step of stating the non-transformation interval guide rail of installation elevator and construction elevator in non-transformation layer support frame
It is rapid: to be put down in the transport entrance installation of the transformation layer for being connected to the discharging of the transport entrance and the construction elevator
Platform.
7. the installation method of improvement project vertical transport integrated system as described in claim 1, which is characterized in that be set forth in institute
It states and transformation interval guide rail is connected and installed on non-transformation interval guide rail, by the transformation interval guide rail drawknot in the transformation layer
In step: uninterruptedly being seen in installation process of the both direction to the transformation interval guide rail respectively using two theodolites
It surveys；
One attached wall part is set by the transformation interval guide rail drawknot in the transformation layer every two floors.
8. the installation method of improvement project vertical transport integrated system as claimed in claim 6, which is characterized in that be set forth in institute
It states and transformation interval guide rail is connected and installed on non-transformation interval guide rail, by the transformation interval guide rail drawknot in the transformation layer
After step, further comprise the steps of:
Installing port is opened up in the middle part of each discharging platform；
The rubbish elephant trunk section with feed inlet is installed in the installing port, the feed inlet is made to be connected to the discharging platform；
In the connectivity part of the discharging platform and the feed inlet, the removable type cover plate for closing the feed inlet is set；
Between the two neighboring rubbish elephant trunk section with feed inlet, rubbish elephant trunk with feed inlet of lowermost layer
Tubular rubbish elephant trunk section is connected between section and ground, and curved tubular rubbish elephant trunk is arranged in every two floor from high to low
Section；
In ground, setting is located at the material storage container of the discharge outlet of the rubbish elephant trunk.
9. the installation method of improvement project vertical transport integrated system as claimed in claim 8, which is characterized in that the installation
After the step of being connected to the rubbish elephant trunk on each discharging platform and ground, in the feeding platform is further comprised the steps of:
Side installation is for transporting the hoistable platform of material to the feeding platform.
10. the installation method of improvement project vertical transport integrated system as claimed in claim 9, which is characterized in that be set forth in
After the step of the first side installation of the feeding platform is for transporting the hoistable platform of material to the feeding platform, further include
Step: the personnel channel in second side installation connection ground and the feeding platform of the feeding platform.
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| CN201810900475.4A CN109083419A (en) | 2018-08-09 | 2018-08-09 | The installation method of improvement project vertical transport integrated system |
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| CN113638439A (en) * | 2021-08-17 | 2021-11-12 | 中国十九冶集团有限公司 | Upper returning foundation for deep foundation pit engineering elevator |
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Application publication date: 20181225 |