CN208267114U - A kind of frame or half inverted construction structure of cylinder load-bearing high level modular architectural - Google Patents
A kind of frame or half inverted construction structure of cylinder load-bearing high level modular architectural Download PDFInfo
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- CN208267114U CN208267114U CN201820599311.8U CN201820599311U CN208267114U CN 208267114 U CN208267114 U CN 208267114U CN 201820599311 U CN201820599311 U CN 201820599311U CN 208267114 U CN208267114 U CN 208267114U
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Abstract
The utility model provides a kind of frame or half inverted construction structure of cylinder load-bearing high level modular architectural, constructing structure includes frame structure, the standardized module layer being mounted in frame, the rack gear transport device being mounted on frame column and with the mutually independent hanging apparatus of frame structure；The formal dress for carrying out frame first when being constructed with the structure is built, and hanging apparatus transports composition accumulation lifting elements in frame structure to after standardized module layer is rolled up multilayer module layer, then the upside-down mounting of module layer is standardized as unit of flood assembled unit；The utility model has the beneficial effects that can be used in safety, quickly, it is economical install, the duration can be effectively shortened, save the cost.
Description
Technical field
The utility model belongs to high building structure construction field, more particularly, to a kind of frame or cylinder load-bearing high level mould
Blockization builds half inverted construction structure.
Background technique
Frame or high-rise (Super High) the modular architectural form of cylinder load-bearing are similar to tube-in-tube structural system, by inside and outside two
The structural system that layer frame system (internal layer is Core Walls Structure or internal core frame, and outer layer is outer cylinder or external frame) is formed.It is
Real abdomen cylinder (or inner frame) is placed in the inside of building, outline border of the empty stomach cylinder (or external frame) as building, benefit
The two is linked together with floor or coupling beam, the common structure bearing system for bearing vertical load and horizontal loading.Architectural feature
Are as follows: space is larger between inside and outside cylinder, can flexibly carry out horizontal layout；By designing the cylinder of various Different Planes, can get compared with
Good facade effect.While cylinder is constructed, there are also much entered in the form of loose mail by single-pieces such as beam, column, support, purlin, plates
Then erecting bed need to be welded or be bolted again using main hoisting crane tool by lifting component to design position
Mode is fixed.There are construction efficiency low, resource input waste, the drawbacks such as construction cost height.How safety, quickly, it is economical into
The inside and outside cylinder system of row is those skilled in the art's technical problem urgently to be solved with the installation of external member.
The Chinese patent of application number 201810344368.8 provides a kind of steel structure frame modular architectural construction method,
The following steps are included: S1. builds frame, lifting device is installed on Vierendeel girder；Side by side execute or sequence execute step S2 with
Step S3:S2. builds one or more layers frame on the frame being barricaded as, and installs lifting device on the Vierendeel girder newly built；
S3. lifting device promotes standard module layer；S4. when frame is not up to predetermined altitude, S3 is repeated；When standard module layer is not mentioned
When rising to predetermined position, S2 is repeated；After standard module layer is promoted to predetermined position, executes step S5. and standard module is installed
Layer, it is safe, fast, efficient to solve the problems, such as that hanging method traditional in the prior art cannot be guaranteed.
But when being constructed using the technical solution, standard module layer is accumulated as multilayer module layer and by multilayer module
Layer is promoted the junior unit that multiple frame units using same set of hanging apparatus, suitable for building respectively carry out respectively
Module group is promoted, but in the large-scale construction site using big unit module group, exist to the standard module layer of flood into
Row is unified to be promoted, the demand of Fast Installation.
Summary of the invention
Problem to be solved in the utility model is to provide a kind of frame or half upside-down mounting of cylinder load-bearing high level modular architectural is applied
Work structure is especially suitable for constructing safe, fast, efficiently.
The utility model provides a kind of frame or half inverted construction structure of cylinder load-bearing high level modular architectural, including
Several ccf layers, the ccf layer include inside and outside two layers of frame or core structure；
The nuclear structure includes the Core Walls Structure and/or internal core frame of concrete structure and/or steel construction.
The external structure includes the outer cylinder and/or external frame of concrete structure and/or steel construction.
Preferably, it using Core Walls Structure and external frame composite structure, is attached between frame and cylinder using coupling beam
Have many advantages, such as that intensity is high, rigidity is big, is suitable for multi-rise building and constructs.
According to practice of construction needs, concrete or steel construction, external structure, which can be selected, in nuclear structure can also use concrete structure, steel
Structure, it is applied widely.And it is arranged on the standard module layer in the ccf layer, it include prefabricated in the standard module layer
Supply and drain water system and the standardized space structure system other than frame beam column such as circuit system.
With the above arrangement, the installation of floor, column, beam, roof boarding and water, electricity etc., finishing are carried out in precasting yard, transport to
Scene can directly be installed, convenient and efficient, can be shortened the construction period, and production efficiency is improved.
It preferably, further include the coupling beam being arranged on the standard module layer.The coupling beam can be used as the standard
Holding element when module layer lifts.It is further used as preferably, the coupling beam can be used as Vierendeel girder installation after lifting
In structural framing, installation procedure is simplified, optimizes structural strength.
Preferably, Core Walls Structure and outer frame structure include the structure of Different Plane form, can be formed different
Solid space, effect are beautiful.
And the rack gear transport device on frame column is set, preferably, the rack gear transport device includes setting
Built-in fitting on frame column.It is had the advantage that using built-in fitting
1. built-in fitting is installed in advance in precasting yard, when in-site installation, is easy to use, can shorten the construction period.
2. rack gear transport device on the multistage column bearing system of interconnection directly install at the scene when, installation site
Error is likely to result in the docking inaccuracy of the rack gear transport device on multistage frame column, causes to promote difficult and danger when being promoted
Danger.And installed in a manner of built-in fitting in precasting yard, convenient for control installation quality, avoid the above problem.
The standard module layer is connect by lifting device with the rack gear transport device, preferably, the promotion
Device includes driving motor.
By the way that driving motor to be built in lifting device, guarantees that construction site is regular, reduce the scene of construction site
Installation exercise.
And with the mutually independent hanging apparatus of the frame structure, the type of the hanging apparatus includes but is not limited to gantry
It hangs, truck crane, crawler crane and hydraulic lifting apparatus.By the way that hanging apparatus and frame structure are independently arranged, multilayer module layer
Accumulation and the promotion of flood assembled unit do not interfere with each other, avoid cross-operation, reduce high-altitude construction, improve safe system
Number, reduces construction cost, shortens the construction period.
Preferably, it is provided with conveying track between the hanging apparatus and the frame structure and setting is being transported
Transport vehicle on track can facilitate the material cycling between hanging apparatus and frame to transport, be further used as preferably, described
The path of conveying track can change according to demand, operate more flexible, raising construction efficiency.
In conclusion the utility model have the advantage that it is as follows with good effect:
1. the component of standard module layer can be in the production of factory's realization industrialization, entire standard module layer is exactly a function
The complete room of energy, it is similar with the operation of container, it is equivalent to the product of standard, and transporting to scene can directly be pacified
Dress, it is convenient and efficient, improve production efficiency of construction；
2. standard module layer is standardized production in factory, quality control is better than on-site hoisting, assembling；
3. using standard module layer structure, the assembling link of multilayer module layer is mutually independent with structural framing, reduces intersection
Operation and high altitude operation, production security are high；
4. circulation material reduces the expense that we rent tools using the field operations such as bolt installation, welding less, are decreased
With, environmentally friendly protection, civilized construction；
5. standardized production can save material, waste is reduced, reduces construction cost.
When carrying out frame or cylinder load-bearing high level half inverted construction of modular architectural with the constructing structure, including following step
It is rapid:
S1. frame is built, rack gear transport device is set；
S2. the flood assembled unit that design is installed on top layer is set up；
Step S2 includes step S2.1, S2.2, S2.3:
S2.1. standard module layer is accumulated as multilayer module layer by hanging apparatus；
S2.2. multilayer module layer is transported to base of frame；
S2.3. multilayer module layer is combined into flood assembled unit；
The step S3 and step S4 for executing or sequentially executing side by side:
S3. one or more layers frame is built on the frame being barricaded as, and rack gear transport device is set；
S4. flood assembled unit is connect by lifting device with rack gear transport device, promotes flood assembled unit
S5. when frame is not up to predetermined altitude, S3 is repeated；When flood assembled unit is not promoted to design installation site
When, repeat S4；
S6. the standard module layer for being installed on next layer to design successively executes step S2 and step S4；
Step S6 is repeated until the flood assembled unit of each layer reaches design installation site.
Above construction method uses structure formal dress, half inversion construction method of unit module upside-down mounting.To unit module
It is constructed using upside-down method of hull-section construction.The standard module layer of top layer is first installed, then successively carries out the peace of standard module layer from top to bottom
Dress, it is short time limit, at low cost, good in economic efficiency.
In installation process, multiple standard module layers are accumulated as multilayer module layer outside frame, multilayer module layer is transported
Flood assembled unit is combined into below to frame to be promoted.Pass through above method, it is possible to reduce the use of circulation material simplifies
Process improves construction efficiency, shortens construction period.
The construction of high-rise frame can execution synchronous with the assembling of standard module layer, promotions.Frame material is combined with flood
The promotion of unit is not interfere with each other, and avoids cross-operation, is reduced high-altitude construction, is improved safety coefficient, reduce and be constructed into
This, shortens the duration.But lifting process is also not necessarily limited to substep and is promoted, and design height can also be reached to structure or technique height is latter
It is secondary or repeatedly that the promotion of standard module layer is in place.
Preferably, it is not necessary to which every layer is all provided with Vierendeel girder, and one of Vierendeel girder can be arranged with multilayer and pillar formation space is steady
Determine structural system, reduces structural steel amount.
Preferably, when carrying out the promotion of relatively high-rise standard module layer, the carry out that can be synchronized is relatively low
The assembling and promotion of the standard module layer of layer.With the above arrangement, improving construction efficiency, the duration is shortened.
Preferably, remove, space allocation when, using the reversely inverse operation, modular construction of existing lifting system,
It is removed not necessarily like conventional mounting structure is equally destructive.Environmental pollution is reduced, cost waste is reduced.
In conclusion the utility model provides a kind of half upside-down mounting of modular architectural of structure formal dress standard module layer upside-down mounting
Constructing structure.Can be used in safety, quickly, it is economical install, the duration can be effectively shortened, save the cost.
Detailed description of the invention
Fig. 1 is an embodiment of the present invention floor plan；
Fig. 2 is an embodiment of the present invention modularization upside-down mounting floor map；
Fig. 3 is an embodiment of the present invention Fig. 2 section 1-1 schematic diagram；
In figure:
1, external frame 1-1, external frame frame column 1-2, external frame Vierendeel girder
2, Core Walls Structure 2-1, inner frame frame column 2-2, inner frame Vierendeel girder
3-1~6, multilayer module layer 4, rack gear transport device 5, joist
6-1~9, standard module layer 7, gantry crane rail 8, horizontal transport track
9, gantry crane 10, transport vehicle 11, lifting device
Specific embodiment
A kind of frame or half upside-down mounting of cylinder load-bearing high level modular architectural are provided to the utility model with reference to the accompanying drawing
The specific embodiment that constructing structure is constructed is further described.
1. as shown in Fig. 1, building (or pouring) frame (including external frame 1 and Core Walls Structure 2) to 2 layers or more frames
Supporting course (assembled rigid unit that in the present embodiment, each frame load-bearing layer height is accumulated to be formed with three standard module layers it is whole
Body height is identical), rack gear transport device 4 is installed on interior sash trestle 2-1 or Core Walls Structure.Implementation for concrete frame structure
By passing through bolt hole stationary rack in built-in fitting stationary rack, the embodiment for using steel-frame structure in example.
In an embodiment of the present invention, preferably, frame structure is using Core Walls Structure and external frame composite structure, frame
Being attached between frame and cylinder using coupling beam has many advantages, such as that intensity is high, rigidity is big, is suitable for multi-rise building and constructs.
In other embodiments of the invention, the core of selection, concrete structure and/or steel construction can also be needed according to construction scene
Heart cylinder and/or internal core frame are as nuclear structure, and select the outer cylinder and/or external frame of concrete structure and/or steel construction
Frame is as nuclear structure.
In the embodiments of the present invention, rack gear transport device 4 is installed in the form of built-in fitting.Using built-in fitting
Have the advantage that built-in fitting is installed in advance in precasting yard, when in-site installation is easy to use, can shorten the construction period；Rack gear fortune
When directly installing at the scene on the multistage column bearing system of interconnection, the error of installation site is likely to result in more defeated device
Rack gear transport device on segment frames column docks inaccuracy, causes to be promoted when being promoted difficult and dangerous.And in precasting yard with pre-
The mode of embedded part is installed, and convenient for control installation quality, avoids the above problem.
2. being laid with track 7,8, gantry crane and transport vehicle are installed, form the outer assembly platform of high-rise frame structure.
It is laid with track and the process for installing gantry crane and the aforementioned process phase for building frame independently, step 1 can executed
After execute, can also be previously-completed side by side or prior to step 1.
In some other embodiments of the utility model, gantry crane is substitutable for truck crane, crawler crane and hydraulic mentions
Rise the hanging apparatus such as device
3, as shown in Fig. 2, by the transport of standard module layer 6 to gantry crane across interior, and utilize gantry crane lifting by segregating storeys standard
Module layer is accumulated as multilayer module layer 3, is carried it using transport vehicle to outer cylinder along track is overlay.
In the present embodiment, to be laid with track preferably, in some other embodiments of the utility model, no
It is laid with track or is laid with variable track, convenient for according to time limit modification transit route.
4,3 processes as shown in Fig. 2, are repeated, form multiple multilayer module layers, multiple multilayer module layers are in frame system
Group is combined into flood assembled unit.
In some embodiments, flood assembled unit may include the multilayer module layer and peace that design is mounted in Core Walls Structure
Mounted in the combination of the multilayer module layer of peripheral frame, i.e., the standard module layer when being promoted in Core Walls Structure can be with external mark
Quasi- module layer is promoted together.In further embodiments, flood assembled unit can only include the multilayer module layer in Core Walls Structure
Or be mounted on the multilayer module layer of peripheral frame, i.e., when being promoted, Core Walls Structure internal standard module layer can be with external perimysium reference module layer
Individually promoted.
5. as shown in Fig. 3, lifting elements are filled by the promotion on joist in the rack gear arrangement 4 and step 4 on frame column
It sets 11 effectively to combine, by transmission device, the promotion of first floor lifting elements can be completed.
In the present embodiment, lifting device carries motor drive machinery transmission along frame structure structure trestle side by its own
To being vertically moved to specified design absolute altitude.The use for saving Large-scale Hoisting equipment, in large modular construction
With significant advantage.
6. repeating above-mentioned process, the promotion of multilayer accumulation lifting elements is completed.
Upside-down mounting is carried out i.e. since the first floor, is successively promoted multilayer accumulation lifting elements are reverse from bottom to top and final to setting
Count elevation location.The limitation for occupying a large amount of lifting equipments is saved, the use of auxiliary member has been saved, it is convenient, fast, it is substantially shorter
Duration.
Half inverted construction structure of a kind of frame of the utility model as shown in Figure 3 or cylinder load-bearing high level modular architectural
One embodiment.
Including frame structure, frame structure includes Core Walls Structure 2 and external frame 1；
Rack gear transport device 4 on frame column is set；
Standard module layer 6 in frame structure is set；
Standard module layer 6 is connect by lifting device 11 with rack gear transport device 4；
With the independent hanging apparatus 9 of frame structure.
In the present embodiment, each frame load-bearing layer height and 3 standard module layers accumulate the multilayer module layer to be formed
Whole height is identical.In each embodiment of the utility model, the height of each frame supporting course can guarantee stable structure
On the basis of, according to depending on Specific construction demand.
In the present embodiment, preferably.Track 7,8, track 7,8 are provided between hanging apparatus 9 and frame structure
On be provided with transport vehicle 10.The transport of accumulation module layer can be facilitated.
In the different embodiments of the utility model, the form of Core Walls Structure and external frame can be selected according to practice of construction demand
Select the combination of concrete structure or steel construction or both.
In the present embodiment, preferably, rack gear transport device is the built-in fitting being arranged on frame column.
Hanging apparatus is used as using gantry crane 9 in the present embodiment, in some other embodiments of the utility model,
In some other embodiments of the utility model, gantry crane is substitutable for truck crane, crawler crane and hydraulic lifting apparatus etc. and hangs
Assembling device.
In the present embodiment, preferably, coupling beam is additionally provided on standard module layer.Coupling beam can be used as standard module layer
Holding element when lifting.It is further used as preferably, coupling beam can be used as Vierendeel girder and be mounted on structural framing after lifting
It is interior, installation procedure is simplified, structural strength is optimized.
One embodiment of the utility model is described in detail above, but content is only the preferable of the utility model
Embodiment should not be considered as limiting the scope of the present invention.It is made according to the scope of application of this utility model equal
Deng variation and improvement etc., should still belong within the patent covering scope of the utility model.
Claims (6)
1. half inverted construction structure of a kind of frame or cylinder load-bearing high level modular architectural, it is characterised in that:
Including frame structure, the frame structure includes nuclear structure and the external structure that is set to outside the nuclear structure；
Rack gear transport device on frame column is set；
Standard module layer in the frame structure is set；
The standard module layer is connect by lifting device with the rack gear transport device；
With the independent hanging apparatus of the frame structure.
2. half inverted construction structure of a kind of frame according to claim 1 or cylinder load-bearing high level modular architectural, special
Sign is:
The nuclear structure includes the Core Walls Structure and/or internal core frame of concrete structure and/or steel construction.
3. half inverted construction structure of a kind of frame according to claim 1 or cylinder load-bearing high level modular architectural, special
Sign is:
The external structure includes the outer cylinder and/or external frame of concrete structure and/or steel construction.
4. half upside-down mounting of a kind of frame as claimed in any of claims 1 to 3 or cylinder load-bearing high level modular architectural
Constructing structure, it is characterised in that:
It is provided with track between the hanging apparatus and the frame structure, is provided with transport vehicle on the track.
5. half upside-down mounting of a kind of frame as claimed in any of claims 1 to 3 or cylinder load-bearing high level modular architectural
Constructing structure, it is characterised in that:
The rack gear transport device includes the built-in fitting being arranged on the frame column.
6. half upside-down mounting of a kind of frame as claimed in any of claims 1 to 3 or cylinder load-bearing high level modular architectural
Constructing structure, it is characterised in that:
The hanging apparatus includes gantry crane and/or truck crane and/or crawler crane and/or hydraulic lifting apparatus.
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| CN201820599311.8U CN208267114U (en) | 2018-04-25 | 2018-04-25 | A kind of frame or half inverted construction structure of cylinder load-bearing high level modular architectural |
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| CN201820599311.8U CN208267114U (en) | 2018-04-25 | 2018-04-25 | A kind of frame or half inverted construction structure of cylinder load-bearing high level modular architectural |
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| CN208267114U true CN208267114U (en) | 2018-12-21 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109296082A (en) * | 2018-04-25 | 2019-02-01 | 中冶天工集团天津有限公司 | A kind of frame or half inverted construction structure of cylinder load-bearing high level modular architectural and construction method |
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2018
- 2018-04-25 CN CN201820599311.8U patent/CN208267114U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109296082A (en) * | 2018-04-25 | 2019-02-01 | 中冶天工集团天津有限公司 | A kind of frame or half inverted construction structure of cylinder load-bearing high level modular architectural and construction method |
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