CN203097253U - Elevator shaft triangular support type formwork platform - Google Patents

Elevator shaft triangular support type formwork platform Download PDF

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Publication number
CN203097253U
CN203097253U CN 201320088307 CN201320088307U CN203097253U CN 203097253 U CN203097253 U CN 203097253U CN 201320088307 CN201320088307 CN 201320088307 CN 201320088307 U CN201320088307 U CN 201320088307U CN 203097253 U CN203097253 U CN 203097253U
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CN
China
Prior art keywords
support bar
rectangular platform
platform
grillage
elevator shaft
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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.)
Expired - Fee Related
Application number
CN 201320088307
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Chinese (zh)
Inventor
孙从磊
张洪波
黑伟伟
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.)
Qingdao No 1 Construction Group Co Ltd
Original Assignee
Qingdao No 1 Construction 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
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Priority to CN 201320088307 priority Critical patent/CN203097253U/en
Application granted granted Critical
Publication of CN203097253U publication Critical patent/CN203097253U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses an elevator shaft triangular support type formwork platform. The elevator shaft triangular support type formwork platform comprises a rectangular platform plate frame and a platform face layer arranged on the rectangular platform plate frame, wherein one side of the rectangular platform plate frame is connected with a shear wall with a poured lower layer in a clamped mode, and the other side of the rectangular platform plate frame is connected with a floor with a poured lower layer in a clamped mode. A vertical supporting rod stretching towards the lower layers is arranged on the rectangular platform plate frame in the depth direction of an elevator, the top of the vertical supporting rod is connected with the rectangular platform plate frame, and the bottom of the vertical supporting rod is connected with a poured floor in a supporting mode. An oblique supporting rod which can form a triangular supporting structure with the rectangular platform plate frame and the vertical supporting rod is arranged between the vertical supporting rod and the rectangular platform plate frame, and a second formwork supporting rod stretches upwards from the upper surface of the rectangular platform plate frame. Through the triangle stability principle, the wall with the poured lower layer and the floor with the poured lower layer are used for supporting the platform, a wood board is paved on the top of the platform, and an operator can stand on the platform for arranging formworks. Operation is safe, formwork arranging is simple, surrounding components can not be affected, material using number is reduced, and work efficiency and work quality can be greatly improved.

Description

Elevator shaft A-frame formula formwork platform
Technical field
The utility model relates to building structure construction tool technique neck, relates in particular to a kind of elevator shaft A-frame formula formwork platform.
Background technology
At present, the common design elevator satisfies vertical transport or crowd evacuation in the high building engineering.Elevator shaft is the passage of a up/down perforation, and the elevator shaft position belongs to work high above the ground in work progress, has hazards to a certain degree, and is also higher to the requirement of the construction protection in this process, so special operating platform must be set up in construction in the elevator shaft position.Existing operating platform complex structure causes safety factor low, causes security incident easily.In the high-building construction process, the fall arrest of highrise building elevator shaft is the important checkpoint and the control point of safety management in the building operations.How guaranteeing the safe, economic of highrise building construction of lift well, is a quite great technical barrier.Construction is to set up from the end to the top with steel pipe scaffold in the elevator hoistways of general highrise building, and the constructor stands in and carries out the construction of lift well operation on the scaffold, centre wire rope off-load, and general per 5 layers of off-load are once.The shortcoming of this method is:
(1), because the mechanics bearing capacity of steel pipe self, when the support body height surpassed 50m, support body stability was insecure, and certain potential safety hazard is arranged;
(2), construction period of general highrise building is longer, steel pipe adopts lease more, the holding time of tube material is longer, the rent of steel pipe is bigger, is unfavorable for the saving of engineering cost;
(3), to set up scaffold cumbersome, expends time in, and prolonged the duration virtually.
Summary of the invention
Deficiency at the prior art existence, technical problem to be solved in the utility model is, provide a kind of simple in structure, effectively ensure workman's construction safety, can make the guaranteed elevator shaft A-frame of the Forming Quality formula formwork platform of elevator shaft shear wall again.
For solving the problems of the technologies described above, technical solution adopted in the utility model is: a kind of elevator shaft A-frame formula formwork platform, comprise that a side and lower floor build the shear wall clamping of finishing, opposite side and lower floor build the rectangular platform grillage of the floor clamping of finishing and are located at platform surface layer on the rectangular platform grillage, it is characterized in that: described elevator depth direction is extended with vertical support bar to lower floor in rectangular platform grillage upper edge, described vertical support bar top is connected with the rectangular platform grillage, the bottom with build the floor support and connection of finishing, between vertical support bar and rectangular platform grillage, be provided with can and described rectangular platform grillage and vertical support bar between the oblique support bar of formation triangular support structure, the upper surface of described rectangular platform grillage extends upward the second formwork support bar is set.
Above-mentioned elevator shaft A-frame formula formwork platform, described vertical support bar is provided with two along rectangular platform grillage width perpendicular to the rectangular platform grillage.
Above-mentioned elevator shaft A-frame formula formwork platform, described oblique support bar are connected with two vertical support bars and near the rectangular platform grillage of building shear wall one side of finishing respectively.
Above-mentioned elevator shaft A-frame formula formwork platform, described vertical support bar bottom links to each other with oblique support bar bottom, is located in the end of oblique support bar bottom with described lower floor and builds the adaptive angle member of finishing of floor right angle portion.
Above-mentioned elevator shaft A-frame formula formwork platform is provided with reinforcing rib between described oblique support bar and rectangular platform grillage and the vertical support bar.
Above-mentioned elevator shaft A-frame formula formwork platform, the described second formwork support bar is provided with four, is located at respectively on four angles of rectangular platform grillage.
Above-mentioned elevator shaft A-frame formula formwork platform, described rectangular platform grillage is provided with suspension ring.
The advantage of the utility model elevator shaft A-frame formula formwork platform is: this formwork platform has used leg-of-mutton stability principle, body of wall that utilizes lower floor to build to finish and floor are as the support of platform, lay plank in table top, operating personnel stand in and carry out formwork erection on the platform.The utility model formwork platform operations safety installs simply, can not exert an influence to member on every side, has reduced material usage, has improved operating efficiency and quality greatly.
Description of drawings
Fig. 1 is the structural representation that installs of the present utility model;
Fig. 2 is the plan structure figure of the left view of Fig. 1.
The specific embodiment
Below in conjunction with drawings and the specific embodiments the utility model is described in further details;
As shown in Figure 1, 2, a kind of elevator shaft A-frame formula formwork platform, comprise that a side and lower floor build shear wall 1 clamping, opposite side and the lower floor that finish and build the rectangular platform grillage 3 of floor 2 clampings of finishing and be located at platform surface layer 4 on the rectangular platform grillage 3, be extended with vertical support bar 5 at rectangular platform grillage 3 upper edge elevator depth directions to lower floor, vertical support bar 5 is provided with two along the width of rectangular platform grillage 3 perpendicular to rectangular platform grillage 3.The top of vertical support bar 5 is connected with rectangular platform grillage 3, the bottom with build floor 2 support and connection of finishing, between vertical support bar 5 and rectangular platform grillage 3, be provided with can and rectangular platform grillage 3 and vertical support bar 5 between the oblique support bar 7 of formation triangular support structure 6, the upper surface of rectangular platform grillage 3 extends upward the second formwork support bar 8 is set, the second formwork support bar 8 is provided with four, is located at respectively on four angles of rectangular platform grillage 3.Oblique support bar 7 is connected with two vertical support bars 5 and near the rectangular platform grillage 3 of building shear wall 1 one sides of finishing respectively.The bottom of vertical support bar 5 links to each other with the bottom of oblique support bar 7, is provided with the adaptive angle member 10 of right angle portion 9 of building the floor of finishing 2 with lower floor in the end of the bottom of oblique support bar 7.Be provided with reinforcing rib 11 between oblique support bar 7 and rectangular platform grillage 3 and vertical support bar 5, the rectangular platform grillage is provided with suspension ring 12.
Right-angle side is than the short 15cm of elevator shaft height, and platform surface layer 4 is spread the thick common scaffold floor of 50mm, and rectangular platform grillage 3 is welded by the 16# channel-section steel, and support is made up of two Φ 28 reinforcing bars and 16# channel-section steel, and bearing is 140mm * 140mm * 16mm angle steel; Four suspension ring 12 of weldering on rectangular platform grillage 3, height flushes with upper brace, the convenient scaffold floor of placing, on four angles of rectangular platform grillage 3, weld long two meters Φ, 48 steel pipes respectively, as the second formwork support bar 8, and with this as the elevator shaft second formwork platform, the second formwork support bar 8 and elevator shaft shear wall are at a distance of 30cm; The formwork platform installs the grade III steel reinforcing bar of back at two diameters 24 of its right-angle side welding, protects as the elevator well head.Because platform is a triangle, according to the stable principle of triangle, as long as stage support is propped up the entrance that is located at next layer, platform is firm being stuck in the elevator shaft.Catch on suspension ring 12 with the tower crane suspension hook after the form removal, make the platform slight inclination, platform steadily can be promoted.
Certainly, above-mentioned explanation is not to be to restriction of the present utility model, and the utility model also is not limited to above-mentioned giving an example; those skilled in the art; in essential scope of the present utility model, the variation of making, remodeling, interpolation or replacement all should belong to protection domain of the present utility model.

Claims (7)

1. elevator shaft A-frame formula formwork platform, comprise that a side and lower floor build the shear wall clamping of finishing, opposite side and lower floor build the rectangular platform grillage of the floor clamping of finishing and are located at platform surface layer on the rectangular platform grillage, it is characterized in that: described elevator depth direction is extended with vertical support bar to lower floor in rectangular platform grillage upper edge, described vertical support bar top is connected with the rectangular platform grillage, the bottom with build the floor support and connection of finishing, between vertical support bar and rectangular platform grillage, be provided with can and described rectangular platform grillage and vertical support bar between the oblique support bar of formation triangular support structure, the upper surface of described rectangular platform grillage extends upward the second formwork support bar is set.
2. elevator shaft A-frame formula formwork platform according to claim 1, it is characterized in that: described vertical support bar is provided with two along rectangular platform grillage width perpendicular to the rectangular platform grillage.
3. elevator shaft A-frame formula formwork platform according to claim 2 is characterized in that: described oblique support bar is connected with two vertical support bars and near the rectangular platform grillage of building shear wall one side of finishing respectively.
4. according to claim 2 or 3 described elevator shaft A-frame formula formwork platforms, it is characterized in that: described vertical support bar bottom links to each other with oblique support bar bottom, is provided with in the end of oblique support bar bottom with described lower floor and builds the adaptive angle member of finishing of floor right angle portion.
5. elevator shaft A-frame formula formwork platform according to claim 4 is characterized in that: be provided with reinforcing rib between described oblique support bar and rectangular platform grillage and the vertical support bar.
6. elevator shaft A-frame formula formwork platform according to claim 5, it is characterized in that: the described second formwork support bar is provided with four, is located at respectively on four angles of rectangular platform grillage.
7. elevator shaft A-frame formula formwork platform according to claim 6, it is characterized in that: described rectangular platform grillage is provided with suspension ring.
CN 201320088307 2013-02-27 2013-02-27 Elevator shaft triangular support type formwork platform Expired - Fee Related CN203097253U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320088307 CN203097253U (en) 2013-02-27 2013-02-27 Elevator shaft triangular support type formwork platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320088307 CN203097253U (en) 2013-02-27 2013-02-27 Elevator shaft triangular support type formwork platform

Publications (1)

Publication Number Publication Date
CN203097253U true CN203097253U (en) 2013-07-31

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CN 201320088307 Expired - Fee Related CN203097253U (en) 2013-02-27 2013-02-27 Elevator shaft triangular support type formwork platform

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104141379A (en) * 2014-07-29 2014-11-12 江苏南通三建集团有限公司 Tool type elevator shaft operating platform and implementation method thereof
CN105544955A (en) * 2015-08-11 2016-05-04 中建四局第一建筑工程有限公司 Elevator shaft tool type operation steel platform and manufacturing method thereof
CN104141379B (en) * 2014-07-29 2017-01-04 江苏南通三建集团有限公司 A kind of tool-type hoistway operation platform and implementation thereof
CN106401181A (en) * 2016-12-15 2017-02-15 天津二建建筑工程有限公司 Support structure for stairs template
CN110005183A (en) * 2019-04-22 2019-07-12 上海建工一建集团有限公司 Elevator shaft promotes platform
CN114809580A (en) * 2022-05-12 2022-07-29 山西三建集团有限公司 Self-lifting method of elevator shaft construction operation platform

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104141379A (en) * 2014-07-29 2014-11-12 江苏南通三建集团有限公司 Tool type elevator shaft operating platform and implementation method thereof
CN104141379B (en) * 2014-07-29 2017-01-04 江苏南通三建集团有限公司 A kind of tool-type hoistway operation platform and implementation thereof
CN105544955A (en) * 2015-08-11 2016-05-04 中建四局第一建筑工程有限公司 Elevator shaft tool type operation steel platform and manufacturing method thereof
CN106401181A (en) * 2016-12-15 2017-02-15 天津二建建筑工程有限公司 Support structure for stairs template
CN110005183A (en) * 2019-04-22 2019-07-12 上海建工一建集团有限公司 Elevator shaft promotes platform
CN114809580A (en) * 2022-05-12 2022-07-29 山西三建集团有限公司 Self-lifting method of elevator shaft construction operation platform

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130731

Termination date: 20160227

CF01 Termination of patent right due to non-payment of annual fee