KR100944463B1 - Composite cage for construction - Google Patents

Composite cage for construction Download PDF

Info

Publication number
KR100944463B1
KR100944463B1 KR1020090060324A KR20090060324A KR100944463B1 KR 100944463 B1 KR100944463 B1 KR 100944463B1 KR 1020090060324 A KR1020090060324 A KR 1020090060324A KR 20090060324 A KR20090060324 A KR 20090060324A KR 100944463 B1 KR100944463 B1 KR 100944463B1
Authority
KR
South Korea
Prior art keywords
cage
frame
construction
safety
coupled
Prior art date
Application number
KR1020090060324A
Other languages
Korean (ko)
Inventor
송재근
이준태
Original Assignee
송재근
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 송재근 filed Critical 송재근
Priority to KR1020090060324A priority Critical patent/KR100944463B1/en
Application granted granted Critical
Publication of KR100944463B1 publication Critical patent/KR100944463B1/en

Links

Images

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
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32Safety or protective measures for persons during the construction of buildings
    • E04G21/3204Safety or protective measures for persons during the construction of buildings against falling down
    • E04G21/3223Means supported by building floors or flat roofs, e.g. safety railings
    • 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
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32Safety or protective measures for persons during the construction of buildings
    • E04G21/3204Safety or protective measures for persons during the construction of buildings against falling down
    • E04G21/3247Storey high safety barrier hung from the facade and sliding up from level to level as work progresses
    • 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
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms

Abstract

The present invention relates to a composite cage for building construction that is coupled to the lower cage for the exterior work to the lower portion of the upper cage for the framework, the cage width (W1) of the upper cage frame is the cage width (W2) A lower end portion of the fixing bracket coupled to the front of the upper cage frame is pushed downward of the upper cage frame so that a plurality of connection members provided at the lower rear portion of the fixing bracket are attached to the lower inner portion of the lower cage. It is connected to the upper end is reinforced and the safety rope is installed in the horizontal direction in the inner lower outer circumference of the lower cage frame.
Therefore, the present invention can reduce the overall construction period and construction cost by using a composite cage in which work facilities and safety facilities essential for exterior wall finishing work are integrated, and civil complaints such as noise dust, safety accidents, and defect repair can be solved. .

Description

Composite Cage for Construction Engineers {COMPOSITE CAGE FOR CONSTRUCTION}
The present invention relates to a composite cage for building construction.
In general, buildings that are built in urban areas with high building density and high land prices are rapidly increasing in recent years for efficient use of land.
In this way, as the building is getting higher, various construction materials, work tools, dust, etc., from the inside of the building are exposed to the danger of falling to the outside during the construction process. In order to prevent contamination, various types of temporary safety facilities have been used.
In the case of the safety facilities for construction engineers, tents or dustproof nets are bundled to the outside of the building frame, or a frame is installed on the outside of the building frame and the dustproof net is fixed to the frame.
In addition, the construction method of a large building such as an apartment, a building, a hospital, and the like is well known, first, using a general formwork to construct a low floor (1 ~ 3 floors), and then use a tower crane to install a formwork cage Construct the building by pouring concrete while lifting to the top.
In addition, in order to save the city's aesthetics and to use the skylight by transforming the outer wall of the building in various ways, only the skeleton and slab construction, which is the framing construction of the building, are constructed of concrete, and the exterior part is made using exterior finishing materials such as glass. Is constructing.
At this time, in order to perform the exterior work, after finishing the frame work, remove the formwork cage and use the separate gondola or scaffolding for exterior work of the building, and repeat the work and lifting from the lower floor.
Thus, in the conventional exterior wall finishing method using gondola, scaffolding, etc., about 12 floors are preceded by frame construction, and construction is carried out by type after completion of the frame construction. Due to the efficiency, there were chronic problems such as construction delay and defects.
Therefore, in order to solve the above problems, the "protective cage for construction work with a working scaffold" of the application number 20-2006-0016461 has been filed.
Such a prior art is provided with a working scaffold and a protective screen on the cage frame, the guide rail and the guide bracket is provided so that the cage frame is raised from the outside of the building.
However, such a prior art has a problem in that the manufacturing cost is increased due to the complex configuration as a whole, and there is a structural problem in that the overall construction period is not shortened because the construction of the frame and the exterior work cannot be performed at the same time.
Therefore, there is an urgent need for the development of a construction engineering cage that can be used to construct a frame and exterior work at the same time to significantly reduce the construction period.
The present invention has been proposed in view of the above problems, and an object of the present invention is a building construction facility used while being moved upwards and installed according to the progress of building construction, various accidents of workers and various materials or dust from the workplace. This can be prevented from scattering, it is made in the form of a cage and the safety scaffolding for work inside is provided on several floors, so that the framing work and external finishing work of the building is performed at the upper and lower floors at the same time, a separate construction for external finishing work It is to provide a composite cage for construction engineers who do not need to install.
In addition, another object of the present invention is because the frame work and the external finishing work is performed at the same time in the upper and lower floors by using a composite cage integral to the temporary workbench and safety provision facilities essential for exterior wall finishing work, reducing the overall construction period and construction cost, It is to provide a composite cage for construction engineers that can solve problems such as civil complaints, safety accidents, and defect repairs due to noise dust.
In addition, another object of the present invention is to provide a composite construction cage for construction work that can ensure the work efficiency and safety because it wraps three to four floors on the outer wall surface of the building and the organic finishing of the exterior wall finishing work therein. have.
The present invention is coupled to the lower cage 30 for the exterior work in the lower portion of the upper cage 10 for the frame construction by a bolt, nut 21 or riveting composite cage (A) is made, The upper cage 10 is formed by the upper safety footrest 140 is installed on the upper connection support 113 of the upper cage frame 100 and the safety net 200 is installed on the outside of the upper cage frame 100, The lower cage 30 is a construction in which the lower safety footrest 340 is installed on the lower connection support 313 of the lower cage frame 300 and the safety net 200 is installed outside the lower cage frame 300. In the composite cage for construction,
The upper cage frame 100 of the upper cage 10 is a plurality of upper cage mullion 110 is horizontally connected by a plurality of upper front connection bar 120 and the upper rear connection bar 130 and the The upper cage mullion 110 is the upper inner column 111 and the upper outer column 112 is coupled to a plurality of upper connection support 113, the lower cage frame 300 of the lower cage 30 is a plurality The lower cage mullion 310 is connected in a horizontal direction by a plurality of lower front connecting bar 320 and the lower rear connecting bar 330 and the lower cage mullion 310 is the lower inner column 311 and Lower outer column 312 is coupled to a plurality of lower connection support 313,
Cage width (W1) of the upper cage frame 100 is formed larger than the cage width (W2) of the lower cage frame 300, the lower end of the fixing bracket 20 coupled to the front of the upper cage frame 100 Is pushed down the upper cage frame 100 so that a plurality of connection members 240 provided at the lower rear portion of the fixing bracket 20 are connected to the upper end of the lower inner column 311 of the lower cage 30. And the reinforcement is coupled, the inner rope outer support 312 of the lower cage frame 300 is characterized in that the safety rope 150 is installed in the horizontal direction.
The present invention is to reduce the overall construction period and construction cost by using a composite cage integral to the work facilities and safety facilities essential for exterior wall finishing work, and can solve problems such as civil complaints, safety accidents, defect repair, etc. due to noise dust There is an advantage.
In addition, the present invention has the advantage that the work efficiency is increased because it wraps three to four floors on the outer wall surface of the building and the exterior wall finishing work organically therein.
An embodiment of the present invention will be described with reference to the accompanying drawings.
As shown in Figures 1 to 6, the composite cage A for construction work according to an embodiment of the present invention is configured by the lower cage 30 is coupled to the lower portion of the upper cage (10). Here, the composite construction composite cage (A) of the present invention may be manufactured in an appropriate size in consideration of the size of the building (1) to be constructed, various site conditions, etc. The height is set to 100 cm, and the height is preferably set to about 100 to 150 cm so as to cover about 2 to 4 floors of the building 1.
At this time, the height of each of the upper cage 10 and the lower cage 30 is set to about 80cm, each of the interior can be divided into three stages the upper and lower compartments. And, the cage width (W1) of the upper cage 10 is formed larger than the cage width (W2) of the lower cage 30, the cage width (W1) of the upper cage 10 is about 120cm, lower cage The cage width W2 of 30 is more preferably set to about 60 cm. That is, the upper cage 10 is disposed close to the building (1) so that the slab construction is made in the upper cage 10, the lower cage 30 is the upper cage so that the exterior construction is made in front of the lower cage (30) When installed on the outside of the 10 may be a working space of about 60cm in front of the lower cage (30).
In the case of the present invention is shown to cover the three floors of the building (1), it can be arbitrarily adjusted in consideration of the site situation. That is, the height of the upper cage 10 and the lower cage 30 may be increased or decreased in consideration of the floor spacing of the building 1.
The composite construction composite cage (A) of the present invention constituted as described above is provided with a plurality of constructions so as to surround the four sides of the building (1), including the slab construction for the upper floor of the building (1) and the lower floor of the building (1). Exterior work on four sides can be carried out at.
And frame construction of the slab (S) of the building (1) in the upper cage (10), and the exterior work outside the slab (S) that was cast and cured by the upper cage (10) in the lower cage (30) Do The front of the upper cage 10 is coupled to the fixing bracket 20 is formed with a plurality of locking members 230. Since the locking member 230 is fixed to the slab (S), the upper cage 10 may be fixed to the outside of the building (1).
The cage width W1 of the upper cage 10 is larger than the cage width W2 of the lower cage 30. At this time, if the rear of the lower cage 30 is installed to match the rear of the upper cage 10, a work space for exterior work is formed between the front of the lower cage 30 and the building (1). Therefore, the worker can move the exterior to the working space in the lower cage 30 to the exterior of the slab (S). Here, the exterior material may be a curtain wall, a metal panel, stone, glass, sealant, or the like.
The upper cage frame 100 of the upper cage 10 is the upper inner cage 111 and the upper outer holder 112, the upper cage mullion 110 is coupled to the upper connection support 113 is the upper front connection bar ( 120 and the upper rear connection bar 130 is connected in a horizontal direction, the safety footrest 140 is installed on the upper connection support 113.
The lower cage frame 300 of the lower cage 30, the lower inner cage 311 and the lower outer column 312 is coupled to the lower cage support 313 is the lower cage mullion 310 lower front connection bar ( 320 is connected in a horizontal direction by the lower rear connection bar 330, the safety footrest 340 is installed on the lower connection support 313.
Here, the upper cage frame 100 and the lower cage frame 300 may be manufactured in a unit of a predetermined standard, by forming the overall outer shape of the upper cage mullion 110 and the lower cage mullion 310, Conventional steel members, for example, each pipe, including channel-shaped steel, H-shaped steel, etc. can be assembled and manufactured in the form of lattice.
The upper connection support 113 and the lower connection support 313 are connected to the upper cage mullion 110 and the lower cage mullion 310 in a layered manner. Subsequently, each of the upper connection support 113 and the lower connection support 313 may have safety feet 140 and 340 respectively installed. Then, the workers can perform the slab construction and exterior construction for each floor in each of the safety scaffold (140, 340). At this time, the safety scaffold 340 may be implemented as a scaffolding net 344 that is seated and coupled to the top of the scaffold frame 343 and the scaffold frame 343, the safety scaffold 140, 340 are the same shape It can be produced as.
In addition, in the upper cage mullion 110 and the lower cage mullion 310, the upper front connecting bar 120 and the upper rear connecting bar 130 and the lower front connecting bar 320 and the lower rear connecting bar 330 are The height is installed is spaced apart from the height of about 100cm ~ 120cm in each of the safety footrest 140, 340 in consideration of the height of the worker. And, the lower rear connection bar 330 can be installed one more at a height of about 50cm, whereby the safety of the operator can be further ensured.
The fixing bracket 20 is a plurality of horizontal members 220 are coupled to the rear of the plurality of vertical members 210 in a grid shape, a plurality of locking members 230 in front of the vertical member 210 in front It is combined in the form of extruding toward.
Here, the plurality of horizontal members 220 are welded and spaced apart vertically in front of the upper cage frame 100, the plurality of vertical members 210 in front of the plurality of horizontal members 220 are vertically welded Connected. At this time, the vertical member 210 and the horizontal member 220 may be implemented with H-shaped steel or the like to withstand the load of the upper cage 10 and the lower cage 30.
At this time, the locking member 230 installed in the vertical member 210 is screwed by a nut (not shown) to the anchor bolt (S1) formed in advance in the slab (S) so that the locking member 230 is fixed to the slab (S). Can be.
As shown in FIG. 7, the fixing bracket 20 is coupled to the front and bottom of the upper cage 10 so that the lowermost horizontal member 220 of the fixing bracket 20 is the lower inner column holder of the lower cage 30. 311) is welded and coupled to reinforce the connection member 240. Therefore, the combined state of the upper cage 10 and the lower cage 30 can be maintained firmly. At this time, the front of the lower cage 30 by the length of the connecting member 240 is formed a work space for exterior work.
As shown in FIG. 8, the lower cage 30 is coupled to the front of the lower cage 30, and the lower cage 40 has an upper member 410 and a lower member 420. It is connected by the connecting member 430, the T-shaped fixing member 440 is hinged to the lower member 420.
Here, the upper member 410 and the lower member 420 may be connected by the connecting member 430 to be welded to the front of the lower cage 30 to be fixed. At this time, the T-shaped fixing member 440 is formed so that the plurality of protruding members 442 protrude from the center of the base member 441. The base member 441 is installed to the lower member 420 by a hinge 443. In addition, the hook 444 is provided on the protruding member 442 so that the protruding member 442 is vertically fixed to the upper member 410 when the protruding member 442 is not used. A fixing pin 445 is provided to be fixed. When the protruding member 442 is rotated by the hinge 443 and positioned horizontally, the anchor bolt S1 formed in the slab S is sandwiched between the protruding members 442. Then, when the fixing nut 446 is screwed to the anchor bolt (S1), the protruding member 442 is fixed to the slab (S).
Therefore, when fixing the protruding member 442 provided on the upper slab (S) of the upper layer, the lower cage 30 is fixed to the slab (S) is not shaken, in the lower slab (S) of the exterior construction is in progress When the hinge 443 is fixed to the protruding member 442 to the axis, the work space is formed between the slab (S) and the lower cage 30 can be easily carried out exterior work.
The upper cage frame 100 of the upper cage 10 and the lower cage frame 300 of the lower cage 30, as shown in Figures 5 and 6, four upper cages 110 and 4 Lower cage mullion 310 is connected in the horizontal direction, the three-stage safety footrest 140, 340 is the upper connection support 113 and the lower cage mullion 310 of the upper cage mullion 110 Are respectively installed in the vertical direction to the lower connection support 313 of the). As such, the configured upper cage frame 100 and the lower cage frame 300 is manufactured to a suitable size so as to facilitate lifting by a crane (not shown).
The height (H) of the upper cage frame 100 and the lower cage frame 300 is formed larger than the width (W), the step height of the lower cage frame 300 is divided into three stages (layers), the lowest The height h1 of the first stage formed is smaller than the height h2 of the second stage and larger than the height h3 of the third stage. At this time, the height (H) and the width (W) of the upper cage frame 100 and the lower cage frame 300 may be adjusted in consideration of the working environment.
At this time, since the three stage height of the lower cage frame 300 is different, when installing the exterior material to the slab (S) from the outside of the building (1), the work on the upper and lower of the slab (S) can be easily made. .
At this time, when the lower cage 30 is divided into three stages, the height of the lower end is about 280cm, the height of the middle of the interruption is about 310cm, the height of the upper end is most preferably set to about 210cm.
Outside of the upper cage frame 100 and the lower cage frame 300, as shown in Figures 2 and 3, the safety net 200 is installed. In this case, the safety net 200 may prevent the worker and the work tool from falling out of the building 1, and scattering of dust and dust may be prevented.
As shown in FIG. 3, the upper cage frame 100 and the lower cage frame 300 are coupled by bolts or nuts 21 or riveting. That is, the lower cage frame 300 is coupled to the bottom of the upper cage frame 100 by bolts and nuts 21 or riveting up and down, and welding may be performed to reinforce it.
As shown in FIG. 6, the safety rope 150 is installed in the horizontal direction in the inner lower outer support 312 of the lower cage frame 300. Therefore, the worker working in the lower cage 30 can be safely moved from the lower cage 30 by the safety clip (not shown) of the safety belt which is worn on its waist is hooked to the safety rope 150.
The coupling portion of the upper connection support 113 for connecting the upper inner column 111 and the upper outer column 112 of the upper cage frame 100 and the lower inner column 311 and the lower of the lower cage frame 300 The coupling portion of the lower connection support 313 connecting the outer support 312, as shown in Figure 5 and 6, the reinforcing rib 160 is formed. That is, the reinforcement rib 160 maintains the structures of the upper cage frame 100 and the lower cage frame 300 to increase the durability.
The upper outer column 112 of the upper cage 10 is formed to protrude higher than the upper inner column 111, the upper safety footing 140 and the lower safety footing 340 is a U-shaped clip 141 Or a bolt nut 142. Here, when the upper outer column 112 is formed higher than the upper inner column 111, since the safety net 200 is installed in the upper outer column 112, the fall of the worker during the framing of the uppermost floor of the building It is possible to prevent framing work easily. In addition, the upper safety footrest 140 and the lower safety footrest 340 is seated on the upper portion of the upper connection support 113 and the lower connection support 313, respectively, the seated state by the U-shaped clip 141 is to be fixed. Can be. At this time, the upper safety footrest 140 and the lower safety footrest 340 are to be coupled by the bolt nut 142 in the longitudinal direction in the state seated on the upper portion of the upper connection support 113 and the lower connection support 313, respectively. Can be.
In addition, the U-shaped clip 141 may be implemented as a U-shaped clip member and a nut member screwed to the clip member to support the clip member and the clip member fitted to the clip member. Therefore, the upper safety footrest 140 and the lower safety footrest 340 are installed in the horizontal direction in the upper portion of the upper connection support 113 and the lower connection support 313 can be moved while working safely workers.
On the other hand, as shown in Figure 9 to 11, the description of the construction process of the present invention is as follows.
First, curing the slabs (S) on the 3 to 5 floors of the building. Then, finish the exterior material (C) such as aggregate on the slab (S) of the cured 1-3 layers. Subsequently, the upper cage 10 is installed at the cured five-layer slab S, and the lower cage 30 is installed at the lower portion of the upper cage 10. At this time, the upper cage 10 and the lower cage 30 is provided with a plurality so as to surround the outside of the building (1). In addition, the safety net 200 is installed on the outside of the upper cage 10 and the lower cage 30 coupled.
And, by installing the formwork (S2) in the upper cage 10 to pour the six-layer slab (S) to cure, if the six-layer slab (S) is cured, install the formwork (S2) on the seventh floor 7 The slab S of the layer is poured to cure.
Subsequently, exterior materials C, such as a curtain wall, a metal panel, a stone, glass, and a sealant, are constructed on the outer side of the slab S of four layers. Therefore, the slab (S) is poured in the upper cage 10 to cure, and then the exterior construction is made in the cured slab (S).
As such, the present invention wraps three to four floors on the outer wall of the building, so that the construction of the frame and construction work such as the frame construction and exterior construction proceeds organically, so that the construction and exterior work of the building is carried out together, the work efficiency can be secured. have.
In addition, when constructing high-rise large buildings with 20 or more floors through the frame construction and exterior wall finishing work using the present invention, about 5% of the total cost of construction, air is also reduced by about 3-4 months or more, and the ultra-high and ultra-large buildings have the total construction cost and The width of the air shortening can be further increased.
1 is a perspective view of a construction cage composite cage of the present invention installed in a building.
Figure 2 is a perspective view showing a composite cage for building construction of the present invention.
Figure 3 is an exploded perspective view of the construction cage composite cage of the present invention.
Figure 4 is a perspective view of the upper cage frame of the present invention.
Figure 5 is a perspective view of the lower cage frame of the present invention.
Figure 6 is a perspective view showing a safety footrest installed in the lower cage frame.
Figure 7 is a partial perspective view showing a connection member connecting member state to the lower cage frame.
Figure 8a is a partial perspective view showing a state before the operation of the lower cage high tennis.
Figure 8b is a partial perspective view showing a state after the operation of the lower cage tennis ball.
9 is a view showing a state in which the upper cage and the lower cage is disposed outside the building.
10 is a view showing a state in which the slab is poured by curing the slap by the upper layer of the cured slab.
11 is a view showing a process in which the present invention is moved to the top of the cured slab slab construction and exterior construction.
<Brief description of symbols for the main parts of the drawings>
A: Composite Cage for Construction Engineer
10: upper cage 20: fixing bracket
30: lower cage 40: lower cage high ground

Claims (6)

  1. The lower cage 30 for exterior construction is coupled to the lower portion of the upper cage 10 for the frame construction by bolts, nuts 21 or riveting, so that the composite cage for building construction is made, the upper cage ( 10 is an upper safety scaffold 140 is installed on the upper connection support 113 of the upper cage frame 100 and the safety net 200 is installed on the outside of the upper cage frame 100, the lower cage ( 30 is a construction cage composite cage in which the lower safety support 340 is installed on the lower connection support 313 of the lower cage frame 300 and the safety net 200 is installed outside the lower cage frame 300. To
    The upper cage frame 100 of the upper cage 10 is a plurality of upper cage mullion 110 is horizontally connected by a plurality of upper front connection bar 120 and the upper rear connection bar 130 and the The upper cage mullion 110 is the upper inner column 111 and the upper outer column 112 is coupled to a plurality of upper connection support 113, the lower cage frame 300 of the lower cage 30 is a plurality The lower cage mullion 310 is connected in a horizontal direction by a plurality of lower front connecting bar 320 and the lower rear connecting bar 330 and the lower cage mullion 310 is the lower inner column 311 and Lower outer column 312 is coupled to a plurality of lower connection support 313,
    Cage width (W1) of the upper cage frame 100 is formed larger than the cage width (W2) of the lower cage frame 300, the lower end of the fixing bracket 20 coupled to the front of the upper cage frame 100 Is pushed down the upper cage frame 100 so that a plurality of connection members 240 provided at the lower rear portion of the fixing bracket 20 are connected to the upper end of the lower inner column 311 of the lower cage 30. Is reinforced and coupled, the inner cage outer cage 312 of the lower cage frame 300 is a composite cage for building construction, characterized in that the safety rope 150 is installed in the horizontal direction.
  2. delete
  3. delete
  4. The method of claim 1,
    A plurality of locking members 230 are formed in front of the fixing bracket 20 coupled to the front of the upper cage frame 100, the plurality of lower cage fasteners 40 installed in front of the lower cage 30 The upper member 410 and the lower member 420 is connected by the connecting member 430, the front of the lower member 420, characterized in that the T-shaped fixing member 440 is hinged coupled Composite cage for construction.
  5. The method according to claim 1 or 4,
    The upper outer circumference 112 of the upper cage frame 100 is a composite cage for building construction, characterized in that the protrusion formed higher than the upper inner circumference 111.
  6. delete
KR1020090060324A 2009-07-02 2009-07-02 Composite cage for construction KR100944463B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020090060324A KR100944463B1 (en) 2009-07-02 2009-07-02 Composite cage for construction

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR1020090060324A KR100944463B1 (en) 2009-07-02 2009-07-02 Composite cage for construction
PCT/KR2009/003710 WO2011002120A1 (en) 2009-07-02 2009-07-07 Composite cage for construction

Publications (1)

Publication Number Publication Date
KR100944463B1 true KR100944463B1 (en) 2010-03-05

Family

ID=42182738

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020090060324A KR100944463B1 (en) 2009-07-02 2009-07-02 Composite cage for construction

Country Status (2)

Country Link
KR (1) KR100944463B1 (en)
WO (1) WO2011002120A1 (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102383588A (en) * 2011-08-25 2012-03-21 深圳市特辰科技股份有限公司 Lifting platform for protecting safety of high-level construction
EP2441900A3 (en) * 2010-10-14 2013-12-18 Consolswc Co., Ltd. Cage for construction work with extendable function
KR101354851B1 (en) * 2012-04-12 2014-01-23 에스티엑스조선해양 주식회사 scaffolding device of corner part
CN104131688A (en) * 2014-08-21 2014-11-05 长沙远大住宅工业集团有限公司 Externally-mounted work platform for fabricated building and method for operating externally-mounted work platform for fabricated building
CN105089262A (en) * 2014-05-22 2015-11-25 马永洪 All steel-structure implementary scaffold
KR101623370B1 (en) * 2015-01-19 2016-05-26 이옥순 Bottom cage fix device of gang form
KR101695469B1 (en) * 2016-05-04 2017-01-11 이준용 Noise reducing apparatus for building site walk plate up and down system
CN107487692A (en) * 2017-03-08 2017-12-19 浙江博元建设股份有限公司 A kind of adjustable assembly type building hoist discharging platform
KR101959068B1 (en) * 2018-08-09 2019-03-18 주식회사 신원데크 Jig structure for construction of building outer wall
WO2019143298A1 (en) * 2018-01-18 2019-07-25 Building Modern Pte. Ltd. Integrated structural and architectural facade level-by-level construction system
EP3458658A4 (en) * 2016-05-19 2020-02-05 Form 700 Pty Ltd A perimeter safety screen assembly

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102635227B (en) * 2012-04-28 2015-11-18 深圳市特辰科技股份有限公司 Aluminium alloys lifting false work
CN103821336B (en) * 2014-03-17 2015-08-05 江苏邗建集团有限公司 A kind of fixed high-altitude long-span construction operation platform of rope and construction method thereof
GB2559620B (en) * 2017-02-14 2019-03-20 Ischebeck Titan Ltd Safety screen comprising a fixing means

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200146049Y1 (en) * 1996-05-29 1999-06-15 안영옥 Movable gang scaffold
KR100722403B1 (en) * 2007-02-14 2007-05-28 주식회사 거성산업 Working deck prefabricated for mold
KR20090032478A (en) * 2007-09-28 2009-04-01 삼성중공업 주식회사 Apparatus preventing separation of cage for construction

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001073551A (en) * 1999-09-06 2001-03-21 Fuso Kako Kk Sliding type scaffolding facility and assembling method of sliding type scaffolding facility
JP4038130B2 (en) * 2003-01-15 2008-01-23 ジャパン スチールス インターナショナル株式会社 Multi-story working device and its working method

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200146049Y1 (en) * 1996-05-29 1999-06-15 안영옥 Movable gang scaffold
KR100722403B1 (en) * 2007-02-14 2007-05-28 주식회사 거성산업 Working deck prefabricated for mold
KR20090032478A (en) * 2007-09-28 2009-04-01 삼성중공업 주식회사 Apparatus preventing separation of cage for construction

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2441900A3 (en) * 2010-10-14 2013-12-18 Consolswc Co., Ltd. Cage for construction work with extendable function
CN102383588A (en) * 2011-08-25 2012-03-21 深圳市特辰科技股份有限公司 Lifting platform for protecting safety of high-level construction
CN102383588B (en) * 2011-08-25 2013-11-06 深圳市特辰科技股份有限公司 Lifting platform for protecting safety of high-level construction
KR101354851B1 (en) * 2012-04-12 2014-01-23 에스티엑스조선해양 주식회사 scaffolding device of corner part
CN105089262A (en) * 2014-05-22 2015-11-25 马永洪 All steel-structure implementary scaffold
CN104131688A (en) * 2014-08-21 2014-11-05 长沙远大住宅工业集团有限公司 Externally-mounted work platform for fabricated building and method for operating externally-mounted work platform for fabricated building
KR101623370B1 (en) * 2015-01-19 2016-05-26 이옥순 Bottom cage fix device of gang form
KR101695469B1 (en) * 2016-05-04 2017-01-11 이준용 Noise reducing apparatus for building site walk plate up and down system
EP3458658A4 (en) * 2016-05-19 2020-02-05 Form 700 Pty Ltd A perimeter safety screen assembly
CN107487692A (en) * 2017-03-08 2017-12-19 浙江博元建设股份有限公司 A kind of adjustable assembly type building hoist discharging platform
WO2019143298A1 (en) * 2018-01-18 2019-07-25 Building Modern Pte. Ltd. Integrated structural and architectural facade level-by-level construction system
KR101959068B1 (en) * 2018-08-09 2019-03-18 주식회사 신원데크 Jig structure for construction of building outer wall

Also Published As

Publication number Publication date
WO2011002120A1 (en) 2011-01-06

Similar Documents

Publication Publication Date Title
KR101630235B1 (en) Precast truss wall structure and construction method of underground structure using thereof
AU2013101343A4 (en) Methods, systems and components for multi-storey building construction
CN100537975C (en) The job practices of inclined drawing steel truss high-supported formwork structure system
KR100898283B1 (en) Steel-frame for SRC-frame that steel reinforcement is pre-assembled and Steel-frame structure execution method by using the steel-frame
CN101886468B (en) Construction method of suspension type template support in high-position conjoined structure
KR100937745B1 (en) Constructing method using precast concrete column
CN203924696U (en) Backform hanger fast-assembling system
CN103410320B (en) The tower silo flexibility platform bitubular connects sliding construction method
KR100744693B1 (en) Concrete-steel house and pile foundation footing construction method using thereof
CN104074358B (en) The construction method of prefabricated building
CN201158933Y (en) High-rise maintaining scaffold device with extruding structure
CN105649360A (en) Integral assembling type building system and installing method
KR100579440B1 (en) Mold-Reinforcing Rod One Body Type Precast Concrete Pannel and Fabrication Structure of The Same
CN202324571U (en) Overhanging type double-row scaffold
CN103195256B (en) Hanging column type steel structure jig frame construction method
CN103635643B (en) The construction method of nigh-level synthesis steel bar concrete cylindrical shell
CN102535845A (en) Construction method of bearing frame of corridor structure
KR101794085B1 (en) Construction system and method for multi-floor buildings
JP5530017B1 (en) High-rise building and its maintenance method
CN106894639B (en) The hanging reverse construction method of installation of steel construction under a kind of
KR100731315B1 (en) Gang form climbing guide and system using the same
CN106013454B (en) Building and method of construction based on large spatial structure body and free-standing peripheral structure
US20030041555A1 (en) Construction of high-rise building with large modular units
CN102296837B (en) Multistoried building with prefabricated members and semi-prefabricating construction method of multistoried building
CN103669845A (en) High-altitude long-span overhung cornice formwork supporting system and constructing method thereof

Legal Events

Date Code Title Description
A201 Request for examination
A302 Request for accelerated examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
LAPS Lapse due to unpaid annual fee