CN108824791A - Scaffold assembled support platform in a kind of more piece circular open caisson - Google Patents
Scaffold assembled support platform in a kind of more piece circular open caisson Download PDFInfo
- Publication number
- CN108824791A CN108824791A CN201811014778.2A CN201811014778A CN108824791A CN 108824791 A CN108824791 A CN 108824791A CN 201811014778 A CN201811014778 A CN 201811014778A CN 108824791 A CN108824791 A CN 108824791A
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- Prior art keywords
- support
- support combinations
- unit
- open caisson
- circular open
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- 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.)
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 78
- 239000010959 steel Substances 0.000 claims abstract description 78
- 238000003466 welding Methods 0.000 claims description 4
- 125000004122 cyclic group Chemical group 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 6
- 238000010276 construction Methods 0.000 description 10
- 238000010586 diagram Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 210000001699 lower leg Anatomy 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
- E04G3/246—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons following the inside contour of a building
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D23/00—Caissons; Construction or placing of caissons
- E02D23/08—Lowering or sinking caissons
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Movable Scaffolding (AREA)
Abstract
The present invention provides scaffold assembled support platform in a kind of more piece circular open caisson, it includes scaffold mounting plate in the multiple single-unit circular open caissons being detachably assembled together, scaffold mounting plate includes the first support combinations unit and the second support combinations unit being erected on the first support combinations unit in single-unit circular open caisson, and the first support combinations unit is connected and fixed by the built-in fitting of bearing workpiece and caisson wall；First support combinations unit and the second support combinations unit are connected and fixed by U-shaped fastener；First support combinations unit includes a pair of of major trough steel and the first support combinations connector；Second support combinations unit includes the first arcuation channel steel, the second arcuation channel steel and the second support combinations connector, and multiple second support combinations units, which are connected, pieces together circular operating platform frame.Assembled support platform of the invention is detachable, and assembling is easy；It can be recycled, save material.
Description
Technical field
The present invention relates to technical field of building construction, a kind of particularly scaffold assembled branch in more piece circular open caisson
Support platform.
Background technique
Open caisson is usually to be fabricated to the works of a pit shaft shape or rectangle in earth's surface, is then passed through under the maintenance of the borehole wall
It constantly cuts the earth out of well, open caisson is made gradually to sink under Gravitative Loads, after reaching predetermined design absolute altitude, then carry out back cover, construct
Internal structure.
However, during cast-in-situ steel reinforced concrete open caisson construction, due to taking inside to take soil, generally all by crus mediale hand
Frame, formwork bracing system are removed, and before the construction of next section caisson wall, are taken again to inside staging body and support system
If；When open caisson hoistway is deeper, when more piece being needed to construct, this link will recycle multiple.It is existing using welding triangle bracing members, bulk cargo
Field is assembled, not only long construction period, but also quality also cannot get due guarantee.To sum up, scaffold support knot in existing open caisson
There are still many improved spaces for structure, therefore, it is necessary to provide scaffold mounting plate in the novel open caisson of one kind.
Summary of the invention
To solve the above-mentioned problems, the present invention provides scaffold assembled support platform in a kind of more piece circular open caisson,
It includes scaffold mounting plate in the multiple single-unit circular open caissons being detachably assembled together, foot in the single-unit circular open caisson
Hand cradle mounting plate includes the first support combinations unit and the second support combinations list being erected on the first support combinations unit
Member, wherein the first support combinations unit is connected and fixed by the built-in fitting of bearing workpiece and caisson wall；Described first
Support assembled unit and the second support combinations unit are connected and fixed by U-shaped fastener；The first support combinations unit includes
A pair of of major trough steel and the first support combinations connector for being connected and fixed the pair of major trough steel；The second support combinations list
Member include the first arcuation channel steel, the second arcuation channel steel and for being connected and fixed the first arcuation channel steel and the second arcuation channel steel the
Two support combinations connectors, multiple second support combinations units, which are connected, pieces together circular operating platform frame.
As an improvement the annular shape operating platform frame includes that the first circular support being connected and second are round
Support, first circular support and second circular support are connected and fixed by multiple second support combinations connectors.
As an improvement the second support combinations unit is concentric circles and the fan ring that concentric angle is formed.
As an improvement the length of the first arcuation channel steel is greater than the length of the second arcuation channel steel.
As an improvement the two neighboring first arcuation channel steel is connected and fixed by first end plate, the first end
Through hole has been issued on plate；And/or the two neighboring second arcuation channel steel is connected and fixed by the second end plate, the second end
Through hole has been issued on plate.
As an improvement the bearing workpiece is fixed with the built-in fitting by full-shape welding manner.
As an improvement the bearing workpiece is U-shaped；The major trough steel of the first support combinations unit is placed in described
Support workpiece.
As an improvement the first support combinations connector includes multiple first bolts, matches with the first bolt
The first nut and the first steel pipe for being set with the first bolt；And/or the first support combinations unit is also provided with U-shaped structure
Part connecting hole.
As an improvement the second support combinations unit further includes being vertically arranged with the first support combinations unit
Multiple secondary beams；And/or the middle section of scaffold mounting plate is also formed with round operation in the single-unit circular open caisson
Platform.
As an improvement the annular shape operating platform frame is laid with steel plate to form the circular operating platform frame
Frame.
Beneficial effects of the present invention：
Scaffold assembled support platform is detachable in more piece circular open caisson of the invention, and on-site assembly is easy, and reduces
Field operation workload saves the activity duration, improves working efficiency；Force structure can repeatedly circulating repetition use, and save material
Material；Primary structure member edge-on can be placed, and excessive site space is not take up, and live civilized construction meets the requirements；Structural system safety
Reliably, guarantee construction safety.
Detailed description of the invention
Fig. 1 is the planar structure schematic diagram of circular open caisson hoistway of the invention；
Fig. 2 is the plane for being laid with scaffold assembled support platform in circular open caisson of circular open caisson hoistway of the invention
Structural schematic diagram；
Fig. 3 is another angle of scaffold assembled support platform in the circular open caisson of circular open caisson hoistway of the invention
Planar structure schematic diagram；
Fig. 4 is the structural profile illustration of the line A-A cutting along Fig. 2；
Fig. 5 is the structural profile illustration of the line B-B cutting along Fig. 2；
Fig. 6 is the schematic perspective view of the first support combinations unit of the invention；
Fig. 7 is the schematic perspective view that two to be connected to a fixed the second support combinations unit of the invention combines；
Fig. 8 is the solid part for being connected and fixed relationship between two neighboring second support combinations unit combination of the invention
Structural schematic diagram；
Fig. 9 is the partial structurtes diagrammatic cross-section in the portion C of scaffold assembled support platform in circular open caisson of the invention；
Figure 10 is the partial structurtes section signal in the portion D of scaffold assembled support platform in circular open caisson of the invention
Figure.
Specific embodiment
Below by specific embodiment combination attached drawing, invention is further described in detail.Offer is implemented in detail below
The purpose of mode is easy for becoming apparent from thorough explanation to the disclosure of invention, wherein the left and right directions with attached drawing paper is
Horizontal direction, using the up and down direction of attached drawing paper as vertical direction.
The invention proposes scaffold assembled support platforms in a kind of more piece circular open caisson, by multiple single-unit circular open caissons
Interior scaffold mounting plate is detachably mounted together and is formed, the circular open caisson deeper especially suitable for depth, such as round
Shape more piece cast-in-situ steel reinforced concrete open caisson and similar hoistway Construction State design etc..Fig. 1 shows the planar junction of circular open caisson 10
Structure schematic diagram is illustrated below for single circular open caisson 10 using scaffold mounting plate in single-unit open caisson as example,
In, the diameter of circular open caisson 10 is 9m.
As shown in Figure 2, Figure 3 and Figure 4, in the present embodiment, it is flat that assembled support is equipped in the borehole wall 8 of circular open caisson 10
Platform, the assembled support platform include circular operating platform frame, wherein circular operating platform frame includes multiple first
Support combinations unit 1 and multiple second support combinations units 2, the first support combinations unit 2 are used as girder and (are used as main power transmission
Component), the first support combinations unit 1 is connect with the built-in fitting 3 in the inner wall for being embedded in caisson wall 8 by supporting workpiece 4
It is fixed；Second support combinations unit 2 is used as secondary beam, and the first support combinations unit 1 and the second support combinations unit 2 pass through U-shaped button
Part 5 is connected and fixed.
As can be known from Fig. 2, in the present embodiment, the first different support combinations unit 1 of six length is along circular open caisson
Circle spacing setting, in other words, be uniformly arranged along vertical direction, set-up mode is without being limited thereto, the first support combinations unit 1
Quantity can be adjusted according to actual needs.In the present embodiment, the first support combinations unit 1 and caisson wall 8
Built-in fitting 3 in inner wall is fixed, and multiple second support combinations units 2 form circular operating platform frame, annular shape behaviour
It is ridden upon on six the first support combinations units 1 as platform framework, is laid with steel plate on circular operating platform frame with shape
At circular operating platform.
As shown in Figure 4, Figure 5 and Figure 6, the first support combinations unit 1 includes a pair of of major trough steel 11, is arranged at this to major trough steel
First support combinations connector 12 between 11, in the present embodiment, two major trough steel 11 by multiple first bolts 121 and with
Multiple first nuts 122 that first bolt 121 matches (in the present embodiment, are two the first bolts 121 and two first
Nut 122) connection, the outside of each of multiple first bolts 121 bolt 121 is set with the first steel pipe 123 and forms first
Support combinations connector 12, which can support the major trough steel 11 positioned at steel pipe two sides so that two major trough steel 11
It is formed with the first support combinations connector 12 to drawing and being connected and fixed to support, the first steel pipe 123 is also used to control two major troughs
Spacing between steel 11；Major trough steel 11 includes the first web 111 and the first top edge of a wing 112 positioned at 111 both ends of the first web
With the first lower part edge of a wing 113, the first top edge of a wing 112 and the first lower part edge of a wing 113 are to prolong from the outside level of the first web 111
The side plate stretched；In the present embodiment, the first support combinations unit 1, which is used to support, fixes the second support combinations unit 2.
Further, it is found that circular operating platform frame is by multiple second support combinations unit, 2 phases from Fig. 2 and Fig. 3
Even split is formed, which includes the first circular support 21 and the second circular support 22 being connected, the
One circular support 21 and the second circular support 22 are connected and fixed by multiple second support combinations connectors 27；Specifically, exist
In planar structure, the second support combinations unit 2 is two concentric circles and the fan ring that concentric angle is formed, in other words, for by first
A part that one section of annulus that circular support 21 and the second circular support 22 are formed is intercepted by sector, as shown in Figure 7 and Figure 8, the
One arcuation channel steel 211 and the second arcuation channel steel 221 are two concentric circles and two circular arcs that concentric angle is formed, above-mentioned central angle
Preferably 33 ° -90 °；The length of first arcuation channel steel 211 is greater than the length of the second arcuation channel steel 221；By the first circular support 21
Multiple first arcuation channel steels 211 are separated into along its even circumferential, wherein two adjacent the first arcuation channel steels 211 pass through first
End plate 23 is interconnected and fixed, to form the first circular support 21；Second circular support 22 is separated into along its even circumferential more
A second arcuation channel steel 221, wherein two adjacent the second arcuation channel steels 221 are interconnected and fixed by the second end plate 24,
To form the second circular support 22；In the present embodiment, the first circular support 21 is along 10 even partition of circular open caisson at five
First arcuation channel steel 211 of section, the second circular support 21 are along 10 even partition of circular open caisson into five sections of the second arcuation channel steel
221, but not limited to this, in the case where the diameter of circular open caisson 10 is smaller than the present embodiment, can also be four sections etc., and first
Support combinations unit 1 can also be two pairs of girders；In the case where the diameter of circular open caisson 10 is bigger than the present embodiment, can also be
Six sections, seven sections etc.；In the present embodiment, the second support combinations unit 2 further includes two of centrally located region linear secondary
Beam 25 (in other embodiments, can be not provided with linear secondary beam 25), linear secondary beam 25 and the first support combinations unit 1
It is vertically arranged, linear secondary beam 25 can be used for supporting；The circle that second circular support 22 is formed can also form round operation
Platform (referring specifically to Fig. 2 and Fig. 3).In the present embodiment, the first circular support 21 and the second circular support 22 form annulus
Shape operating platform frame is laid with steel plate in the annular shape operating platform frame to form circular operating platform, grasps in annular shape
Make to be socketed steel pipe scaffolding on platform framework, such as vertical zero material of welded reinforcement on the second support combinations unit 2, in the reinforcing bar zero
Steel pipe scaffolding is socketed on material.
From the point of view of economy, assembled support platform of the invention is the circle of 7.5m-20m especially suitable for diameter
Open caisson can directly adopt single-beam, primary-secondary beam vertical support form when diameter is less than 7.5m；When open caisson diameter is greater than 20m,
Main support steel beam is needed using other strengthening measures.
In order to illustrate more clearly of, as shown in Figure 7 and Figure 8, the second support combinations unit 2 include the first arcuation channel steel 211,
It second arcuation channel steel 221 and is connected for being connected and fixed the first arcuation channel steel 211 with 221 second support combinations of the second arcuation channel steel
Part 27, wherein the first arcuation channel steel 211 and the second arcuation channel steel 221 are time channel steel, due to the first arcuation channel steel 211 and the
The structure of two arcuation channel steels 221 is identical, therefore the explanation to the second arcuation channel steel 221 is omitted.
Specifically, the first arcuation channel steel 211 includes the second web 214 and the second top positioned at 214 both ends of the second web
The edge of a wing 215 and the second lower part edge of a wing 216, two neighboring first arcuation channel steel 211 is fixed by first end plate 23, first end plate 23
One end of the first arcuation channel steel 211, the upper surface of first end plate 23 and lower end surface difference are fixed to by welding or other means
It fits with the second top edge of a wing of the first arcuation channel steel 211 and the second lower part edge of a wing, the through hole issued in first end plate 23
26, it dismountable mode such as is bolted and connects to form the first circular support 21；First arcuation channel steel 211 and the second arc
Shape channel steel 221 is connected and fixed by the second support combinations connector 27, specifically, by multiple second bolts and with the second bolt
Multiple second nuts (being in the present embodiment, two the second bolts and two the second nuts) connection matched, Duo Ge
The outside of each of two bolts bolt is set with the second steel pipe and forms the second support combinations connector 27, referring specifically to Fig. 8.
In addition, general arcuation girder steel uses 6m size, that is each arc since the stock size length of channel steel is 6m or 12m
Segment length is general≤6m, the weight after combination both meets in-site installation requirement in the allowed band of lifting equipment, is also convenient for spelling
Dress and combination.
In addition, being also provided with U-shaped fastener connecting hole and hole for hoist on the corresponding position of the first support combinations unit 1.Due to
Caisson wall is arcuation, and each first support combinations unit 1 is different from the angle that the corresponding position of caisson wall 8 connects, pre-buried
Size, the shape of the associated components such as part 3 and U-shaped workpiece also can all change, as long as the both ends of the surface shape of the first support combinations unit 1
Match with the inner wall of caisson wall, referring specifically to Fig. 2 and Figure 10.
It is found that the first support combinations unit 1 is directly placed in bearing workpiece 4 from Fig. 9 and Figure 10, it is not necessarily to other fixed structures
Part, supports workpiece 4 and the embedded board of the built-in fitting 3 in caisson wall is fixed；Second support combinations unit 2 by U-shaped fastener 5 with
First support combinations unit 1 is fixedly connected, and this completes the branch of scaffold assembled support platform in single-unit circular ring shape open caisson
The assembling of support frame frame.
It should be noted that the first support combinations unit 1 and the second support combinations unit 2 can be in factory-assembleds, it can also
To assemble at the construction field (site)；Major trough steel and time channel steel are different size, channel steel of different shapes；Preferably, every section second support
Assembled unit 2 is assembled for one group of progress with two, is set aside on the first support combinations unit 1 using hole for hoist lifting, next group
Row splicing again is closed, reduces on-site consolidation workload in this way；Ensure connection reliability；It is above-mentioned to be merely to illustrate, it cannot understand
At limitation of the present invention.In circular open caisson the joint number of scaffold assembled support platform can according to the depth of practical open caisson come
It determines.In addition, the middle section that scaffold assembled support platform surrounds in above-mentioned circular ring shape open caisson can also lay nylon peace
Scaffold assembled support platform forms plane entirety in the whole network, with circular ring shape open caisson, to avoid scaffold is being set up subsequent
And personal height falls in the follow-up works such as shuttering supporting operation, concreting, it is ensured that construction operation safety.
Compared with prior art, scaffold assembled support platform is detachable in more piece circular open caisson of the invention, scene
Assembling is easy, and reduces field operation workload, saves the activity duration, improves working efficiency；Force structure can be recycled repeatedly
It reuses, saves material；Primary structure member edge-on can be placed, and excessive site space is not take up, and live civilized construction conforms to
It asks；Structural system is safe and reliable, guarantees construction safety.In addition, scaffold assembled support platform application in open caisson of the invention
Extensively, upper falsework body, support system and constructing operation force structure and operating platform be can be used as such as.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
In the technical scope disclosed by the present invention, any changes or substitutions that can be easily thought of by anyone skilled in the art,
It should be covered by the protection scope of the present invention.
Claims (10)
1. scaffold assembled support platform in a kind of more piece circular open caisson, which is characterized in that it includes detachably being assemblied in one
Scaffold mounting plate in the multiple single-unit circular open caissons risen, scaffold mounting plate includes first in the single-unit circular open caisson
Support combinations unit and the second support combinations unit being erected on the first support combinations unit, wherein first support
Assembled unit is connected and fixed by the built-in fitting of bearing workpiece and caisson wall；The first support combinations unit and described second
Support combinations unit is connected and fixed by U-shaped fastener；The first support combinations unit is including a pair of of major trough steel and for connecting
First support combinations connector of fixed the pair of major trough steel；The second support combinations unit include the first arcuation channel steel,
Second arcuation channel steel and the second support combinations connector for being connected and fixed the first arcuation channel steel and the second arcuation channel steel are more
A second support combinations unit, which is connected, pieces together circular operating platform frame.
2. scaffold assembled support platform in more piece circular open caisson according to claim 1, which is characterized in that the circle
Cyclic annular operating platform frame includes the first circular support and the second circular support being connected, first circular support and described
Second circular support is connected and fixed by multiple second support combinations connectors.
3. scaffold assembled support platform in more piece circular open caisson according to claim 2, which is characterized in that described
Two support combinations units are concentric circles and the fan ring that concentric angle is formed.
4. scaffold assembled support platform in more piece circular open caisson according to claim 3, which is characterized in that described
The length of one arcuation channel steel is greater than the length of the second arcuation channel steel.
5. scaffold assembled support platform in more piece circular open caisson according to claim 2, which is characterized in that adjacent two
A first arcuation channel steel is connected and fixed by first end plate, has issued through hole in the first end plate；And/or adjacent two
A second arcuation channel steel is connected and fixed by the second end plate, has issued through hole on second end plate.
6. scaffold assembled support platform in more piece circular open caisson according to claim 1, which is characterized in that the branch
It holds workpiece and is fixed with the built-in fitting by full-shape welding manner.
7. scaffold assembled support platform in more piece circular open caisson according to claim 6, which is characterized in that the branch
It is U-shaped for holding workpiece；The major trough steel of the first support combinations unit is placed in the bearing workpiece.
8. scaffold assembled support platform in more piece circular open caisson according to claim 1, which is characterized in that described
One support combinations connector includes multiple first bolts, the first nut matched with the first bolt and is used to be set with the first bolt
The first steel pipe；And/or the first support combinations unit is also provided with U-shaped component connecting hole.
9. scaffold assembled support platform in more piece circular open caisson according to claim 1, which is characterized in that described
Two support combinations units further include and the vertically disposed multiple secondary beams of the first support combinations unit；And/or in the single-unit
The middle section of scaffold mounting plate is also formed with round operating platform in circular open caisson.
10. scaffold assembled support platform in more piece circular open caisson according to claim 2, which is characterized in that described
Circular operating platform frame is laid with steel plate to form the circular operating platform frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811014778.2A CN108824791A (en) | 2018-08-31 | 2018-08-31 | Scaffold assembled support platform in a kind of more piece circular open caisson |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811014778.2A CN108824791A (en) | 2018-08-31 | 2018-08-31 | Scaffold assembled support platform in a kind of more piece circular open caisson |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108824791A true CN108824791A (en) | 2018-11-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811014778.2A Pending CN108824791A (en) | 2018-08-31 | 2018-08-31 | Scaffold assembled support platform in a kind of more piece circular open caisson |
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| CN (1) | CN108824791A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116290704A (en) * | 2023-02-22 | 2023-06-23 | 中国建筑第四工程局有限公司 | Construction method of circular building disc buckle type outer operation frame |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001098572A (en) * | 1999-10-01 | 2001-04-10 | Akiyoshi Suzuki | Reinforcement assembling construction method for caisson type pile and circular working bench used therefor |
| CN102322135A (en) * | 2011-06-13 | 2012-01-18 | 中铁建工集团有限公司 | Elevator shaft construction scaffolding device capable of being elevated along with construction layer of building main body structure and method for setting same |
| CN209053410U (en) * | 2018-08-31 | 2019-07-02 | 南通华新建工集团有限公司 | Scaffold assembled support platform in a kind of more piece circular open caisson |
-
2018
- 2018-08-31 CN CN201811014778.2A patent/CN108824791A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001098572A (en) * | 1999-10-01 | 2001-04-10 | Akiyoshi Suzuki | Reinforcement assembling construction method for caisson type pile and circular working bench used therefor |
| CN102322135A (en) * | 2011-06-13 | 2012-01-18 | 中铁建工集团有限公司 | Elevator shaft construction scaffolding device capable of being elevated along with construction layer of building main body structure and method for setting same |
| CN209053410U (en) * | 2018-08-31 | 2019-07-02 | 南通华新建工集团有限公司 | Scaffold assembled support platform in a kind of more piece circular open caisson |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116290704A (en) * | 2023-02-22 | 2023-06-23 | 中国建筑第四工程局有限公司 | Construction method of circular building disc buckle type outer operation frame |
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