CN108331326A - Monoblock type mould bases and its construction method for Super High fission conjoined composite structure - Google Patents

Monoblock type mould bases and its construction method for Super High fission conjoined composite structure Download PDF

Info

Publication number
CN108331326A
CN108331326A CN201810198497.0A CN201810198497A CN108331326A CN 108331326 A CN108331326 A CN 108331326A CN 201810198497 A CN201810198497 A CN 201810198497A CN 108331326 A CN108331326 A CN 108331326A
Authority
CN
China
Prior art keywords
connection unit
construction
built
super
core walls
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.)
Pending
Application number
CN201810198497.0A
Other languages
Chinese (zh)
Inventor
徐磊
朱毅敏
张旭
陈逯浩
周光俊
龚伟东
戴志杰
陆庆华
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Construction No 1 Group Co Ltd
Original Assignee
Shanghai Construction No 1 Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Construction No 1 Group Co Ltd filed Critical Shanghai Construction No 1 Group Co Ltd
Priority to CN201810198497.0A priority Critical patent/CN108331326A/en
Publication of CN108331326A publication Critical patent/CN108331326A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/20Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/22Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/20Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by walls

Abstract

The present invention provides a kind of monoblock type mould bases and its construction method for Super High fission conjoined composite structure, the high-altitude construction being used as between the seperated building of connection by barrel mast connection unit links channel, convenient for the evacuation of personnel, it can be according to the arrangement for needing to change frame body of building structure, it realizes according to modular arrangement mode Fast Installation and dismounting, to adapt to the needs of different building types, realize that horizontal structure and vertical structure are constructed simultaneously, it avoids caused by the asynchronous construction of towered buildings and there are multiple operation sides, reduce security risk, data can effectively be saved, multiple high buildings are linked to be entirety, such as tower crane, construction elevator, the shared use of multiple structures can be achieved in concrete pumping equipment etc., avoid the overlapping investment of pumping equipment.Operation side can be integrated simultaneously, the management difficulty at the scene of reducing.

Description

Monoblock type mould bases and its construction method for Super High fission conjoined composite structure
Technical field
The present invention relates to a kind of monoblock type mould bases and its construction method for Super High fission conjoined composite structure.
Background technology
High-rise building refers to 40 layers or more, the building of 100 meters of height or more.Now with the quick hair of high-rise building , there are more and more Super High conjoined structures, the form of this kind of conjoined structure also shows diversity in exhibition.One kind is huge Frame core wall structure, colossal column of the tool there are one the Core Walls Structure for being located at structure center and in periphery, Core Walls Structure and colossal column Between entirety is linked to be by horizontal structure;One kind is that there are two Super High turret structures for tool, is linked to be entirety by structure at top Formula arch structure;One kind is that have two or more Super High turret structures, is linked to be entirety by vestibule between structures; It is also a kind of, be tool there are one large chassis, two Super High turret structures be branched into the above structure of large chassis, bifurcation structure it Between by being linked to be entirety between cross-brace construction and truss structure.In a word the appearance of these structure types be construction bring compared with Big difficulty, conventional way are the turret structures of first each superelevation of independently constructing, and in turret structure, all construction is completed Afterwards according to the difference of structural shape, then closure construction or conjoined structure lifting construction are carried out respectively.But this construction method causes The construction of each superelevation high building is asynchronous, on the one hand can cause the repetition of resource such as tower crane, construction elevator, concrete pumping equipment Input, brings certain wasting of resources, on the other hand since with multiple construction surfaces, huge difficulty is caused to the management of construction safety Degree.
Invention content
The purpose of the present invention is to provide a kind of monoblock type mould bases for Super High fission conjoined composite structure and its apply Work method can solve existing construction method and cause the construction of each superelevation high building asynchronous, on the one hand can cause resource Overlapping investment brings certain wasting of resources, on the other hand due to multiple construction surfaces, being caused to the management of construction safety huge The problem of big difficulty.
To solve the above problems, the present invention provides a kind of monoblock type mould bases for Super High fission conjoined composite structure, Including:
More standard barrel masts and interim connection unit, every standard barrel mast are fixed in the Core Walls Structure wall section built, institute The top for stating the Core Walls Structure wall section built is the construction area of Core Walls Structure wall section to be built, the upper segment of every standard barrel mast Positioned at the construction area of Core Walls Structure wall section to be built, the interim connection unit connects the top of two adjacent standard barrel masts Portion, the interim connection unit include the extended segment laterally beyond the Core Walls Structure wall section built;
The barrel mast connection unit being connected between the opposite side for the Core Walls Structure wall section that adjacent two have built.
Further, in above-mentioned monoblock type mould bases, operation platform is provided on the barrel mast connection unit.
Further, in above-mentioned monoblock type mould bases, the barrel mast connection unit is detachable unit.
Further, in above-mentioned monoblock type mould bases, hanging scaffolding is also hung on the interim connection unit.
Further, in above-mentioned monoblock type mould bases, the hanging scaffolding is set to the phase of two adjacent standard barrel masts Between offside.
Further, in above-mentioned monoblock type mould bases, the hanging scaffolding is set to the phase of two adjacent standard barrel masts Back side.
Further, in above-mentioned monoblock type mould bases, the hanging scaffolding is detachable structure.
Another side according to the present invention provides a kind of applying for monoblock type mould bases for Super High fission conjoined composite structure Work method, including:
More standard barrel masts and interim connection unit are made, every standard barrel mast is fixed on to the Core Walls Structure wall section built On, the top of the Core Walls Structure wall section built is the construction area of Core Walls Structure wall section to be built, wherein by every standard The upper segment of barrel mast is set to the construction area of Core Walls Structure wall section to be built, and the interim connection unit is connected adjacent two The top of root standard barrel mast, the interim connection unit include the extended segment laterally beyond the Core Walls Structure wall section built, So that the more standard barrel masts connect to form normal structure system with interim connection unit;
Barrel mast connection unit is made, the barrel mast connection unit is connected to the Core Walls Structure wall section that adjacent two have built Opposite side between.
Further, in the above-mentioned methods, the barrel mast connection unit is connected to two adjacent cores built Between the opposite side of cylinder wall section, including:
The barrel mast connection unit is connected between the opposite side of two adjacent standard barrel masts;
By lifting device by the normal structure system and the barrel mast connection unit being attached to, promoted together, when After the upper segment of every standard barrel mast is located at the construction area of Core Walls Structure wall section to be built, the normal structure system is fixed In in the Core Walls Structure wall section built;
In the new two adjacent Core Walls Structure wall sections of the construction area structure of Core Walls Structure wall section to be built;
Remove the connection of the barrel mast connection unit and two adjacent standard barrel masts;
Barrel mast connection unit is connected between the opposite side for the Core Walls Structure wall section that new adjacent two have built.
Further, in the above-mentioned methods, the barrel mast connection unit is connected to two adjacent cores built After between the opposite side of cylinder wall section, further include:
The erection construction platform on the barrel mast connection unit.
Further, in the above-mentioned methods, the barrel mast connection unit is detachable unit.
Further, in the above-mentioned methods, the barrel mast connection unit is connected to two adjacent cores built After between the opposite side of cylinder wall section, further include:
Hanging scaffolding is hung on the interim connection unit.
Further, in the above-mentioned methods, hanging scaffolding is hung on the interim connection unit, including:
The hanging scaffolding on the interim connection unit and described in the opposite side mounting of two adjacent standard barrel masts.
Further, in the above-mentioned methods, on the interim connection unit and in the phase of two adjacent standard barrel masts Back side hangs the hanging scaffolding.
Compared with prior art, the present invention is connected by more standard barrel masts, interim connection unit and barrel mast through the invention Order member, barrel mast connection unit link channel as the high-altitude construction between the seperated building of connection, are convenient for the evacuation of personnel, can answer With construction of the high-rise building from disjunctor to fission, from fission to conjoined structure, change frame can be needed according to building structure The arrangement of body realizes that more standard barrel masts, interim connection unit and barrel mast connection unit are fast according to modular arrangement mode It is each to solve first independently construction in multitower or conjoined structure to adapt to the needs of different building types for speed installation and dismounting The turret structure of a superelevation according to the difference of structural shape after the completion of turret structure is all constructed, then respectively close up applying The problem of work or conjoined structure lifting construction, realizes that horizontal structure and vertical structure are constructed simultaneously, it is asynchronous to avoid towered buildings There are multiple operation sides caused by construction, reduce security risk, can effectively save data, multiple high buildings It is linked to be entirety, construction elevator requires arrangement according to the transport that high building is constructed, can at least arrange a construction elevator, concrete pumping The intensive arrangement of equipment, public pumping equipment between each high building, achievees the purpose that resource-sharing, as tower crane, construction elevator, The shared use of multiple structures can be achieved in concrete pumping equipment etc., avoids the overlapping investment of pumping equipment.It can integrate simultaneously Operation side, the management difficulty at the scene of reducing.
Description of the drawings
Fig. 1 is that the structure of the monoblock type mould bases for Super High fission conjoined composite structure of one embodiment of the invention is overlooked Figure;
Fig. 2 be in Fig. 1 along 1-1 to first pass constructing structure figure;
Fig. 3 be in Fig. 1 along 1-1 to first pass after second procedure constructing structure figure;
Fig. 4 be in Fig. 1 along 2-2 to first pass constructing structure figure;
Fig. 5 be in Fig. 1 along 2-2 to first pass after second procedure constructing structure figure;
Fig. 6 be in Fig. 1 along 2-2 to second procedure after first pass constructing structure figure;
Fig. 7 be in Fig. 1 along 2-2 to third flow after the 4th flow constructing structure figure.
Specific implementation mode
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, below in conjunction with the accompanying drawings and specific real Applying mode, the present invention is described in further detail.
As shown in figs. 1 to 6, the present invention provides a kind of monoblock type mould bases for Super High fission conjoined composite structure, packet It includes:
More standard barrel masts 1 and interim connection unit 2, every standard barrel mast 1 are fixed on the Core Walls Structure wall section 3 built On, the top of the Core Walls Structure wall section 3 built is the construction area of Core Walls Structure wall section to be built, every standard barrel mast 1 Upper segment be located at the construction area of Core Walls Structure wall section to be built, the interim connection unit 2 connects two adjacent standards The top of barrel mast 1, the interim connection unit 2 include the extended segment 4 laterally beyond the Core Walls Structure wall section 3 built;
The barrel mast connection unit 51,52 being connected between the opposite side for the Core Walls Structure wall section 3 that adjacent two have built.
Here, the present invention, by more standard barrel masts 1, interim connection unit 2 and barrel mast connection unit 51,52, barrel mast connects Order member 51,52 links channel as the seperated high-altitude construction built between 6 of connection, is convenient for the evacuation of personnel, can apply superelevation Construction of the layer building from disjunctor to fission, from fission to conjoined structure, can be according to the cloth for needing to change frame body of building structure Mode is set, realizes that more standard barrel masts 1, interim connection unit 2 and barrel mast connection unit 51,52 are fast according to modular arrangement mode It is each to solve first independently construction in multitower or conjoined structure to adapt to the needs of different building types for speed installation and dismounting The turret structure of a superelevation according to the difference of structural shape after the completion of turret structure is all constructed, then respectively close up applying The problem of work or conjoined structure lifting construction, realizes that horizontal structure and vertical structure are constructed simultaneously, it is asynchronous to avoid towered buildings There are multiple operation sides caused by construction, reduce security risk, can effectively save data, multiple high buildings It is linked to be entirety, construction elevator requires arrangement according to the transport that high building is constructed, can at least arrange a construction elevator, concrete pumping The intensive arrangement of equipment, public pumping equipment between each high building, achievees the purpose that resource-sharing, as tower crane, construction elevator, The shared use of multiple structures can be achieved in concrete pumping equipment etc., avoids the overlapping investment of pumping equipment.It can integrate simultaneously Operation side, the management difficulty at the scene of reducing.
As shown in Figure 1, in an embodiment of the monoblock type mould bases for Super High fission conjoined composite structure of the present invention, It is provided with operation platform 5 on the barrel mast connection unit 52.
Here, by forming operation platform 5 on barrel mast connection unit 52, construction personnel may be implemented and more easily applying The synchronous construction of Contiuum type super high rise structure is carried out under work platform.
As shown in Fig. 1,4~7, an implementation of the monoblock type mould bases for Super High fission conjoined composite structure of the invention In example, the barrel mast connection unit 52 is detachable unit.
Here, the barrel mast connection unit 52 is detachable unit, realize that barrel mast connection unit 52 is constructed in different floors When repetition install and use.
As shown in Fig. 2~7, an embodiment of the monoblock type mould bases for Super High fission conjoined composite structure of the invention In, hanging scaffolding 71,72 is also hung on the interim connection unit 2, in order to which construction personnel applies in hanging scaffolding Above and below work, convenient material transport and construction personnel, to ensure that horizontal structure can construct simultaneously with vertical structure.
As shown in Fig. 2~7, an embodiment of the monoblock type mould bases for Super High fission conjoined composite structure of the invention In, the hanging scaffolding 71 is set between the opposite side of two adjacent standard barrel masts 1, in order to which construction personnel marks at two It constructs in the hanging scaffolding of the opposite side of quasi- barrel mast.
As shown in Fig. 2~7, an embodiment of the monoblock type mould bases for Super High fission conjoined composite structure of the invention In, the hanging scaffolding 72 is set to the phase back side of two adjacent standard barrel masts 1, and the top connection of each hanging scaffolding is corresponding Interim connection unit, in order to which construction personnel constructs in the hanging scaffolding of the phase back side of two standard barrel masts.
It is described to hang foot hand in one embodiment of the monoblock type mould bases for Super High fission conjoined composite structure of the present invention Frame is detachable structure, in order to construction personnel according to practice of construction need adjust hanging scaffolding development length, can quickly increase It reduces and sets hanging scaffolding.
As shown in figs. 1 to 6, the present invention also provides another monoblock type mould bases for being used for Super High fission conjoined composite structure Construction method, including:
More standard barrel masts 1 and interim connection unit 2 are made, every standard barrel mast 1 is fixed on the Core Walls Structure built In wall section 3, the top of the Core Walls Structure wall section 3 built is the construction area of Core Walls Structure wall section to be built, wherein will be every The upper segment of root standard barrel mast 1 is set to the construction area of Core Walls Structure wall section to be built, and the interim connection unit 2 is connected The top of two adjacent standard barrel masts 1, the interim connection unit 2 include laterally beyond the Core Walls Structure wall section built Extended segment 4 so that the more standard barrel masts connect to form normal structure system with interim connection unit;
Barrel mast connection unit 51,52 is made, the barrel mast connection unit 51,52 is connected to what adjacent two had built Between the opposite side of Core Walls Structure wall section 3.
Here, the present invention, by more standard barrel masts 1, interim connection unit 2 and barrel mast connection unit 51,52, barrel mast connects Order member 51,52 links channel as the high-altitude construction between the seperated building of connection, is convenient for the evacuation of personnel, can apply Super High The construction from disjunctor to fission, from fission to conjoined structure is built, it can be according to the arrangement for needing to change frame body of building structure Mode realizes that more standard barrel masts 1, interim connection unit 2 and barrel mast connection unit 51,52 are quick according to modular arrangement mode Installation and dismounting solve first independently to construct in multitower or conjoined structure each to adapt to the needs of different building types The turret structure of superelevation according to the difference of structural shape after the completion of turret structure is all constructed, then carries out closure construction respectively Or the problem of conjoined structure lifting construction, it realizes that horizontal structure and vertical structure are constructed simultaneously, avoids that towered buildings are asynchronous to be applied There are multiple operation sides caused by work, reduce security risk, can effectively save data, multiple high buildings connect Integral, construction elevator requires arrangement according to the transport that high building is constructed, and can at least arrange that a construction elevator, concrete pumping are set Standby intensive arrangement, public pumping equipment between each high building, achievees the purpose that resource-sharing, such as tower crane, construction elevator, mixed The shared use of multiple structures can be achieved in solidifying soil pumping equipment etc., avoids the overlapping investment of pumping equipment.It can integrate and apply simultaneously Work work surface, the management difficulty at the scene of reducing.
In one embodiment of the construction method of the monoblock type mould bases for Super High fission conjoined composite structure of the present invention, The barrel mast connection unit is connected between the opposite side for the Core Walls Structure wall section that adjacent two have built, including:
As shown in Figure 1, the barrel mast connection unit 51 is connected between the opposite side of two adjacent standard barrel masts 1;
By lifting device by the normal structure system and the barrel mast connection unit 51 being attached to, promoted together, After the upper segment of every standard barrel mast 1 is located at the construction area of Core Walls Structure wall section to be built, by the normal structure system It is fixed in the Core Walls Structure wall section 3 built;
In the new two adjacent Core Walls Structure wall sections 3 of the construction area structure of Core Walls Structure wall section to be built;
As shown in figure 3, removing the connection of the barrel mast connection unit 51 and two adjacent standard barrel masts 1;
Barrel mast connection unit 51 is connected between the opposite side for the Core Walls Structure wall section 3 that new adjacent two have built.
Here, linking structure using the conjoined structure of the barrel mast connection unit 51 on top, cylinder between normal structure system When column connection unit 51 rises to conjoined structure height together with normal structure system, by barrel mast connection unit 51 and normal structure system System separation, and be fixed in the Core Walls Structure wall section 3 of turret structure built, and structure connection construction is completed, formation permanently connects Body structure.
In one embodiment of the construction method of the monoblock type mould bases for Super High fission conjoined composite structure of the present invention, After the barrel mast connection unit is connected between the opposite side for the Core Walls Structure wall section that adjacent two have built, further include:
The erection construction platform 5 on the barrel mast connection unit 52.
Here, can detach barrel mast connection unit 52 from normal structure system, it is fixed in the structure of high building, as disjunctor The operating platform of structure construction.
For example, as shown in figure 4, when by normal structure system construction to certain floor layer after, inside staging of dismantling, then Barrel mast connection unit 52, the erection construction platform 5 on barrel mast connection unit 52 are installed;
Then, it as shown in figure 5, after being lifted up normal structure system by lifting device, installs and moves foot hand body System, and the Core Walls Structure wall section 3 built;
Then, as shown in fig. 6, being put down normal structure system in the construction to after continuing upper promotion by lifting device Construction template structure 8 on platform 5;
Then, shown in Fig. 7, by lifting device by normal structure system to after continuing upper promotion, in the operation platform 5 On continue construction template structure 8 on the formwork structure that has been built up.
By forming operation platform on barrel mast connection unit 52, construction personnel may be implemented more easily in operation platform The lower synchronous construction for carrying out Contiuum type super high rise structure.
In one embodiment of the construction method of the monoblock type mould bases for Super High fission conjoined composite structure of the present invention, The barrel mast connection unit 52 is detachable unit.
Here, the barrel mast connection unit 52 is detachable unit, realize barrel mast connection unit when different floors are constructed Repetition install and use.
In one embodiment of the construction method of the monoblock type mould bases for Super High fission conjoined composite structure of the present invention, After the barrel mast connection unit is connected between the opposite side for the Core Walls Structure wall section that adjacent two have built, further include:
Hanging scaffolding 71,72 is hung on the interim connection unit 2, in order to which construction personnel carries out in hanging scaffolding Above and below construction, convenient material transport and construction personnel, to ensure that horizontal structure can construct simultaneously with vertical structure.
In one embodiment of the construction method of the monoblock type mould bases for Super High fission conjoined composite structure of the present invention, Hanging scaffolding is hung on the interim connection unit, including:
The hanging scaffolding on the interim connection unit 2 and described in the opposite side mounting of two adjacent standard barrel masts 1 71, in order to which construction personnel constructs in the hanging scaffolding of the opposite side of two standard barrel masts.
In one embodiment of the construction method of the monoblock type mould bases for Super High fission conjoined composite structure of the present invention, Hanging scaffolding is hung on the interim connection unit, including:
The hanging scaffolding on the interim connection unit 2 and described in the opposite side mounting of two adjacent standard barrel masts 1 72, the corresponding interim connection unit of the top of each hanging scaffolding connection, in order to which construction personnel is in the opposite of two standard barrel masts It constructs in the hanging scaffolding of side.
In one embodiment of the construction method of the monoblock type mould bases for Super High fission conjoined composite structure of the present invention, The hanging scaffolding 71,72 is detachable structure, in order to which construction personnel needs prolonging for adjustment hanging scaffolding according to practice of construction Elongation can quickly increase and decrease setting hanging scaffolding.
Each embodiment is described by the way of progressive in this specification, the highlights of each of the examples are with other The difference of embodiment, just to refer each other for identical similar portion between each embodiment.
Obviously, those skilled in the art can carry out invention spirit of the various modification and variations without departing from the present invention And range.If in this way, these modifications and changes of the present invention belong to the claims in the present invention and its equivalent technologies range it Interior, then the present invention is also intended to including these modification and variations.

Claims (15)

1. a kind of monoblock type mould bases for Super High fission conjoined composite structure, which is characterized in that including:
More standard barrel masts and interim connection unit, every standard barrel mast are fixed in the Core Walls Structure wall section built, it is described The top of the Core Walls Structure wall section of structure is the construction area of Core Walls Structure wall section to be built, and the upper segment of every standard barrel mast is located at The construction area of Core Walls Structure wall section to be built, the interim connection unit connect the top of two adjacent standard barrel masts, institute It includes the extended segment laterally beyond the Core Walls Structure wall section built to state interim connection unit;
The barrel mast connection unit being connected between the opposite side for the Core Walls Structure wall section that adjacent two have built.
2. being used for the monoblock type mould bases of Super High fission conjoined composite structure as described in claim 1, which is characterized in that described It is provided with operation platform on barrel mast connection unit.
3. being used for the monoblock type mould bases of Super High fission conjoined composite structure as described in claim 1, which is characterized in that described Barrel mast connection unit is detachable unit.
4. being used for the monoblock type mould bases of Super High fission conjoined composite structure as described in claim 1, which is characterized in that described It is also hung with hanging scaffolding on interim connection unit.
5. being used for the monoblock type mould bases of Super High fission conjoined composite structure as claimed in claim 4, which is characterized in that described Hanging scaffolding is set between the opposite side of two adjacent standard barrel masts.
6. being used for the monoblock type mould bases of Super High fission conjoined composite structure as claimed in claim 4, which is characterized in that described Hanging scaffolding is set to the phase back side of two adjacent standard barrel masts.
7. being used for the monoblock type mould bases of Super High fission conjoined composite structure as claimed in claim 4, which is characterized in that described Hanging scaffolding is detachable structure.
8. a kind of construction method of monoblock type mould bases for Super High fission conjoined composite structure, which is characterized in that including:
More standard barrel masts and interim connection unit are made, every standard barrel mast is fixed in the Core Walls Structure wall section built, The top of the Core Walls Structure wall section built is the construction area of Core Walls Structure wall section to be built, wherein by every standard cartridge The upper segment of column is set to the construction area of Core Walls Structure wall section to be built, and the interim connection unit is connected adjacent two The top of standard barrel mast, the interim connection unit include the extended segment laterally beyond the Core Walls Structure wall section built, with The more standard barrel masts are made to connect to form normal structure system with interim connection unit;
Barrel mast connection unit is made, the barrel mast connection unit is connected to the phase for the Core Walls Structure wall section that adjacent two have built Between offside.
9. the construction method for the monoblock type mould bases of Super High fission conjoined composite structure as claimed in claim 8, special Sign is, the barrel mast connection unit is connected between the opposite side for the Core Walls Structure wall section that adjacent two have built, including:
The barrel mast connection unit is connected between the opposite side of two adjacent standard barrel masts;
By lifting device by the normal structure system and the barrel mast connection unit being attached to, promoted together, when every After the upper segment of standard barrel mast is located at the construction area of Core Walls Structure wall section to be built, the normal structure system is fixed on In the Core Walls Structure wall section of structure;
In the new two adjacent Core Walls Structure wall sections of the construction area structure of Core Walls Structure wall section to be built;
Remove the connection of the barrel mast connection unit and two adjacent standard barrel masts;
Barrel mast connection unit is connected between the opposite side for the Core Walls Structure wall section that new adjacent two have built.
10. the construction method for the monoblock type mould bases of Super High fission conjoined composite structure as claimed in claim 8, special Sign is, after the barrel mast connection unit is connected between the opposite side for the Core Walls Structure wall section that adjacent two have built, Further include:
The erection construction platform on the barrel mast connection unit.
11. the construction method of the monoblock type mould bases for Super High fission conjoined composite structure as described in claim 8 or 10, It is characterized in that, the barrel mast connection unit is detachable unit.
12. the construction method for the monoblock type mould bases of Super High fission conjoined composite structure as claimed in claim 8, special Sign is, after the barrel mast connection unit is connected between the opposite side for the Core Walls Structure wall section that adjacent two have built, Further include:
Hanging scaffolding is hung on the interim connection unit.
13. the construction method for the monoblock type mould bases of Super High fission conjoined composite structure as claimed in claim 12, It is characterized in that, hanging scaffolding is hung on the interim connection unit, including:
The hanging scaffolding on the interim connection unit and described in the opposite side mounting of two adjacent standard barrel masts.
14. the construction method for the monoblock type mould bases of Super High fission conjoined composite structure as claimed in claim 12, It is characterized in that, the hanging scaffolding on the interim connection unit and described in the opposite side mounting of two adjacent standard barrel masts.
15. the construction method for the monoblock type mould bases of Super High fission conjoined composite structure as claimed in claim 12, It is characterized in that, the hanging scaffolding is detachable structure.
CN201810198497.0A 2018-03-12 2018-03-12 Monoblock type mould bases and its construction method for Super High fission conjoined composite structure Pending CN108331326A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810198497.0A CN108331326A (en) 2018-03-12 2018-03-12 Monoblock type mould bases and its construction method for Super High fission conjoined composite structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810198497.0A CN108331326A (en) 2018-03-12 2018-03-12 Monoblock type mould bases and its construction method for Super High fission conjoined composite structure

Publications (1)

Publication Number Publication Date
CN108331326A true CN108331326A (en) 2018-07-27

Family

ID=62929065

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810198497.0A Pending CN108331326A (en) 2018-03-12 2018-03-12 Monoblock type mould bases and its construction method for Super High fission conjoined composite structure

Country Status (1)

Country Link
CN (1) CN108331326A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111927111A (en) * 2020-09-22 2020-11-13 上海建工集团股份有限公司 Construction method of ultrahigh special-shaped outer frame steel structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111927111A (en) * 2020-09-22 2020-11-13 上海建工集团股份有限公司 Construction method of ultrahigh special-shaped outer frame steel structure
CN111927111B (en) * 2020-09-22 2020-12-25 上海建工集团股份有限公司 Construction method of ultrahigh special-shaped outer frame steel structure

Similar Documents

Publication Publication Date Title
CN205077845U (en) Building core section of thick bamboo well hydraulic pressure intelligence operation scaffold that climbs
CN104695337B (en) Self-lifting sliding and turnover construction system and construction method
CN106012852B (en) Support integrally falls frame construction method
CN103603496B (en) A kind of off normal integrally hoisting steel vestibule enters the method for position
CN106437130A (en) Inner roof external climbing type formwork construction platform for super high-rise building construction
CN103741947B (en) Tube-frame-supporting type hydraulic climbing integral steel platform formwork truss layer construction method
CN103758341B (en) Steel column drum rack support type hydraulic lifting overall steel platform cross truss layer construction method
CN102877638A (en) Operating platform and operating method for constructing suspension steel structure system
CN110805259A (en) Integral steel platform formwork equipment for synchronous construction and construction method
CN108331326A (en) Monoblock type mould bases and its construction method for Super High fission conjoined composite structure
CN208734045U (en) Monoblock type mould bases for Super High fission conjoined composite structure
CN102230313A (en) Bridge thin-wall hollow-pier chain block hoisting operation platform and construction method thereof
CN106592826A (en) Construction method for cylindrical frame supporting type hydraulic-climbing integral steel platform formwork shear steel plate layer
CN108331336A (en) The integrated lifting steel plateform system and its construction method of floor synchronous construction
CN107988910A (en) A kind of upstroke movable framework template overall pulling down method
CN106758855A (en) Circular arc pier cap construction arch support component and circular arc pier cap construction method
CN106759845B (en) A kind of construction method of Steel corridor
CN206397107U (en) Armored concrete construction of lift well operating platform bracket
CN109457930A (en) Integrally hoisting steel platform and its construction method for irregular wall construction
CN206829587U (en) A kind of hydraulic climbing formwork wall-attached frame
CN106760464B (en) Elevator shaft operating platform and its construction method
CN109138454A (en) A kind of installation method of super high-rise building outline border bandy truss
CN107355075A (en) Overlength cantilevered structure shuttering supporting steel truss and its construction method
KR100925806B1 (en) Construction method of window in parallel with framework
CN102795558A (en) Method for dismounting tower crane installed by lift well, and mast hanger

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination