CN206625558U - Elevator cushion post and Shear-wall Connecting Beam Used joint place template formation structure - Google Patents

Elevator cushion post and Shear-wall Connecting Beam Used joint place template formation structure Download PDF

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Publication number
CN206625558U
CN206625558U CN201720363927.0U CN201720363927U CN206625558U CN 206625558 U CN206625558 U CN 206625558U CN 201720363927 U CN201720363927 U CN 201720363927U CN 206625558 U CN206625558 U CN 206625558U
Authority
CN
China
Prior art keywords
elevator
shear
steel pipe
support
wood
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.)
Expired - Fee Related
Application number
CN201720363927.0U
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Chinese (zh)
Inventor
方木强
李冠生
蔡钦顺
刘建军
陈晶
郭武华
李新平
宋军
吴喜得
黄清鑫
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.)
Wing Hang Xiamen Zoomlion Construction Group Co Ltd
SHENZHEN CONSTRUCTION ENGINEERING CONSTRUCTION ENGINEERING Co Ltd
Original Assignee
Wing Hang Xiamen Zoomlion Construction Group Co Ltd
SHENZHEN CONSTRUCTION ENGINEERING CONSTRUCTION ENGINEERING 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 Wing Hang Xiamen Zoomlion Construction Group Co Ltd, SHENZHEN CONSTRUCTION ENGINEERING CONSTRUCTION ENGINEERING Co Ltd filed Critical Wing Hang Xiamen Zoomlion Construction Group Co Ltd
Priority to CN201720363927.0U priority Critical patent/CN206625558U/en
Application granted granted Critical
Publication of CN206625558U publication Critical patent/CN206625558U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses elevator cushion post and Shear-wall Connecting Beam Used joint place template formation structure, including shear wall, elevator support post, beam bottom steel pipe horizontal support main joist is provided with the shear wall, beam bottom lumps of wood support secondary joist is provided with above the beam bottom steel pipe horizontal support main joist, beam bottom mother plate is provided with above the lumps of wood support secondary joist of the beam bottom, coupling beam is provided with above the beam bottom mother plate, the coupling beam rear is provided with beam side steel pipe and reinforces outer keel, the curb girder lumps of wood is provided with the inside of the coupling beam and reinforces keelson, the curb girder lumps of wood is reinforced among keelson and is provided with extruded polystyrene board, the elevator support post is provided with front of the extruded polystyrene board, horizontal reinforcing steel pipe is provided with the elevator support column outer wall, Screw arbor with nut at both-ends is provided with the horizontal reinforcing steel pipe.Beneficial effect is:It is simple and reliable, it is low-cost, loads inside elevator is separated stress with floor load, increase the security performance of building.

Description

Elevator cushion post and Shear-wall Connecting Beam Used joint place template formation structure
Technical field
Elevator erecting device technical field is the utility model is related to, is pasted more particularly to elevator cushion post and Shear-wall Connecting Beam Used Template formation structure at conjunction.
Background technology
Because building uses functional requirement, urban architecture has the only logical part floor of part elevator often in design.Such as part Elevator is served only for above the ground passing through, and the not current demand of basement.It is safe for operation for elevator, would generally below elevator There is buffer unit to prevent used during elevator falling or the hard landing that hurtles down, for the elevator of the current demand of basement, it is buffered Device is generally positioned on floor, for the elevator that load is larger, it is necessary to set up concrete structure column below buffer unit For the load that withstands shocks.
The position of the buffer unit of part elevator is fixed, therefore part elevator cushion post can lean on Core Walls Structure coupling beam It is close, cause template in construction process to install difficulty, elevator cushion post and coupling beam are respective independent stresseds, if will not in construction Both components are physically separated, it will building safety is affected.
Utility model content
The purpose of this utility model is that to solve the above problems and provides elevator cushion post and pasted with Shear-wall Connecting Beam Used Template formation structure at conjunction.
The utility model is achieved through the following technical solutions above-mentioned purpose:
Elevator cushion post and Shear-wall Connecting Beam Used joint place template formation structure, including shear wall, elevator support post, it is described to cut Beam bottom steel pipe horizontal support main joist is provided with power wall, Liang Difang is provided with above the beam bottom steel pipe horizontal support main joist Wood support secondary joist, beam bottom lumps of wood support secondary joist top are provided with beam bottom mother plate, are provided with above the beam bottom mother plate Coupling beam, the coupling beam rear are provided with beam side steel pipe and reinforce outer keel, and dragon in the reinforcing of the curb girder lumps of wood is provided with the inside of the coupling beam Bone, the curb girder lumps of wood, which is reinforced among keelson, is provided with extruded polystyrene board, and the electricity is provided with front of the extruded polystyrene board Terraced support column, horizontal reinforcing steel pipe is provided with the elevator support column outer wall, be provided with the horizontal reinforcing steel pipe to drawing Screw rod, structure of transvers plate main body is provided between the extruded polystyrene board and the elevator support post.
Further, the coupling beam front and back end is pasted with the plank that thickness is not more than 20mm.
Further, the extruded polystyrene board both sides are provided with the curb girder lumps of wood and reinforce keelson.
Further, the elevator support post is all around provided with the horizontal reinforcing steel pipe, position it is relative two The individual horizontal reinforcing steel pipe is fixed tight by Screw arbor with nut at both-ends.
Further, the position below the coupling beam is provided with wall.
Further, the thickness of the extruded polystyrene board is 15cm-30cm.
Further, pass through between the extruded polystyrene board and beam bottom lumps of wood support secondary joist, the beam bottom mother plate Glue is bonded together.
Further, the thickness of the structure of transvers plate main body is not less than 10mm.
The beneficial effects of the utility model are:It is simple and reliable, it is low-cost, make loads inside elevator and floor load separate by Power, increase the security performance of building.
Brief description of the drawings
Fig. 1 is the preceding visual space of elevator cushion post described in the utility model and Shear-wall Connecting Beam Used joint place template formation structure Three-dimensional view;
Fig. 2 is the rear visual space of elevator cushion post described in the utility model and Shear-wall Connecting Beam Used joint place template formation structure Three-dimensional view;
Fig. 3 is that the structure of elevator cushion post described in the utility model and Shear-wall Connecting Beam Used joint place template formation structure is amplified Figure.
Description of reference numerals is as follows:
1st, the curb girder lumps of wood reinforces keelson;2nd, extruded polystyrene board;3rd, elevator support post;4th, Screw arbor with nut at both-ends;5th, horizontal reinforcing Steel pipe;6th, beam bottom steel pipe horizontal support main joist;7th, shear wall;8th, beam side steel pipe reinforces outer keel;9th, beam bottom lumps of wood support time Keel;10th, beam bottom mother plate;11st, structure of transvers plate main body;12nd, coupling beam.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings:
As shown in Figure 1-Figure 3, elevator cushion post and Shear-wall Connecting Beam Used joint place template formation structure, including shear wall 7, electricity Terraced support column 3, beam bottom steel pipe horizontal support main joist 6, the top of beam bottom steel pipe horizontal support main joist 6 are provided with shear wall 7 Beam bottom lumps of wood support secondary joist 9 is provided with, the top of beam bottom lumps of wood support secondary joist 9 is provided with beam bottom mother plate 10, beam bottom mother plate 10 Top is provided with coupling beam 12, and the rear of coupling beam 12 is provided with beam side steel pipe and reinforces outer keel 8, and the inner side of coupling beam 12 is provided with the curb girder lumps of wood Keelson 1 is reinforced, the curb girder lumps of wood, which is reinforced among keelson 1, is provided with extruded polystyrene board 2, and the front of extruded polystyrene board 2 is provided with electricity Terraced support column 3, horizontal reinforcing steel pipe 5 is provided with the outer wall of elevator support post 3, Screw arbor with nut at both-ends is provided with horizontal reinforcing steel pipe 5 4, structure of transvers plate main body 11 is provided between extruded polystyrene board 2 and elevator support post 3.
Further, the front and back end of coupling beam 12 is pasted with the plank that thickness is not more than 20mm, and the both sides of extruded polystyrene board 2 are respectively provided with There is the curb girder lumps of wood to reinforce keelson 1, elevator support post 3 is all around provided with horizontal reinforcing steel pipe 5, relative two in position Horizontal reinforcing steel pipe 5 is fixed tightly by Screw arbor with nut at both-ends 4, and the position of the lower section of coupling beam 12 is provided with wall, the thickness of extruded polystyrene board 2 For 15cm-30cm, one is bonded in by glue between extruded polystyrene board 2 and beam bottom lumps of wood support secondary joist 9, beam bottom mother plate 10 Rise, the thickness of structure of transvers plate main body 11 is not less than 10mm.
General principle, principal character and advantage of the present utility model has been shown and described above.The technical staff of the industry It should be appreciated that the utility model is not restricted to the described embodiments, the simply explanation described in above-described embodiment and specification is originally The principle of utility model, on the premise of the spirit and scope of the utility model is not departed from, the utility model also has various change And improvement, these changes and improvements are both fallen within claimed the scope of the utility model.The utility model requires protection scope Defined by appended claims and its effect thing.

Claims (8)

1. elevator cushion post and Shear-wall Connecting Beam Used joint place template formation structure, it is characterised in that:Including shear wall, elevator support Post, beam bottom steel pipe horizontal support main joist is provided with the shear wall, is set above the beam bottom steel pipe horizontal support main joist Beam bottom lumps of wood support secondary joist is equipped with, beam bottom mother plate, the beam bottom mother plate are provided with above beam bottom lumps of wood support secondary joist Top is provided with coupling beam, and the coupling beam rear is provided with beam side steel pipe and reinforces outer keel, and curb girder side is provided with the inside of the coupling beam Wood reinforces keelson, and the curb girder lumps of wood, which is reinforced among keelson, is provided with extruded polystyrene board, is set in front of the extruded polystyrene board The elevator support post is equipped with, is provided with horizontal reinforcing steel pipe on the elevator support column outer wall, on the horizontal reinforcing steel pipe Screw arbor with nut at both-ends is provided with, structure of transvers plate main body is provided between the extruded polystyrene board and the elevator support post.
2. elevator cushion post according to claim 1 and Shear-wall Connecting Beam Used joint place template formation structure, it is characterised in that: The coupling beam front and back end is pasted with the plank that thickness is not more than 20mm.
3. elevator cushion post according to claim 1 and Shear-wall Connecting Beam Used joint place template formation structure, it is characterised in that: The extruded polystyrene board both sides are provided with the curb girder lumps of wood and reinforce keelson.
4. elevator cushion post according to claim 1 and Shear-wall Connecting Beam Used joint place template formation structure, it is characterised in that: The elevator support post is all around provided with the horizontal reinforcing steel pipe, two relative horizontal reinforcing steel pipes of position Fixed by Screw arbor with nut at both-ends tight.
5. elevator cushion post according to claim 1 and Shear-wall Connecting Beam Used joint place template formation structure, it is characterised in that: Position below the coupling beam is provided with wall.
6. elevator cushion post according to claim 1 and Shear-wall Connecting Beam Used joint place template formation structure, it is characterised in that: The thickness of the extruded polystyrene board is 15cm-30cm.
7. elevator cushion post according to claim 1 and Shear-wall Connecting Beam Used joint place template formation structure, it is characterised in that: It is bonded together between the extruded polystyrene board and beam bottom lumps of wood support secondary joist, the beam bottom mother plate by glue.
8. elevator cushion post according to claim 1 and Shear-wall Connecting Beam Used joint place template formation structure, it is characterised in that: The thickness of the structure of transvers plate main body is not less than 10mm.
CN201720363927.0U 2017-04-10 2017-04-10 Elevator cushion post and Shear-wall Connecting Beam Used joint place template formation structure Expired - Fee Related CN206625558U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720363927.0U CN206625558U (en) 2017-04-10 2017-04-10 Elevator cushion post and Shear-wall Connecting Beam Used joint place template formation structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720363927.0U CN206625558U (en) 2017-04-10 2017-04-10 Elevator cushion post and Shear-wall Connecting Beam Used joint place template formation structure

Publications (1)

Publication Number Publication Date
CN206625558U true CN206625558U (en) 2017-11-10

Family

ID=60207273

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720363927.0U Expired - Fee Related CN206625558U (en) 2017-04-10 2017-04-10 Elevator cushion post and Shear-wall Connecting Beam Used joint place template formation structure

Country Status (1)

Country Link
CN (1) CN206625558U (en)

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171110

Termination date: 20180410

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